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TR 25476 & 25477 HYDROLOGY ANALYSIS BASIN C HYDROGRAPH RAMSGATE
HYDROLOGY ANALYSIS For BASIN "C" HYDROGRAPH ROSETTA CANYON (RAMSGATE) TRACT No. 25476 & 25477 COUNTY OF RIVERSIDE Prepared for: CENTER HOMES 2280 Wardlow Circle,Suite 150 Corona,CA 91720 Prepared by: HU,NSAKER &ASSOCIATES IRVINEt INC. l INLAND EMPIRE REGION 2900 Adams Street, Suite A-15 Riverside,CA 92504 Berryman & Henigar (909)352-7200 PLAN REVIEW These),,.glans have been reviewed and are found to In substantial Rappolica nc a with the a pliable codq.s ado ted b ordinances val i reFmmer�ded for permit issu�nce p noding approval by a Gity departments and agencies. The permittee shall ensure that all plans,specifications and con. struglion conducted hereunder shall GgmpI in all rergnssfrZon i t ��pp hca a codes and or mances and b mmencin tti�reun�,agrees to release and inder�i City ancpnsultants ffmm antltl against any code violations in the completed work. Th©issuance or qrantin of a perrnil based on a royal of these plans shall not alrow or�pprove an viogl�tion of�f�u ap livable codes caord�n[�n prow sio�is of suctisuoomdes or 6 dnanceoshall�be�vlaUd�r Bynoe�lthe ,�AAA�e W.O.#0919-25476&0919-25477 HYDROLOGY ANALYSIS For BASIN "C" HYDROGRAPH ROSETTA CANYON (RAMSGATE) TRACT No. 25476 & 25477 COUNTY OF RIVERSIDE Prepared for: CENTER HOMES 2280 Wardlow Circle, Suite 150 Corona,CA 91720 Prepared by: HUNSAKER & ASSOCIATES IRVINE, INC. INLAND EMPIRE REGION 2900 Adams Street, Suite A-15 Riverside,CA 92504 (909)352-7200 PREPARED UNDE E S ERVISION OF: , � Paul Huddle t n JR. R.C.E. 58020 Exp. 6/30/06 W.O.#0919-25476&0919-25477 TABLE OF CONTENTS SECTION TITLE NUMBER I. INTRODUCTION A. PROJECT LOCATION B. STUDY PURPOSE C. PROJECT STAFF D. VICINITY MAP E. DISCUSSION F. HYDROGRAPH SUMMARIES & SUPPORTING CALCULATIONS G. HYDROGRAPH DATA H. INTERIM CRITERIA FOR SIZING BASINS I. RUNOFF INDEX NUMBERS J. IMPERVIOUS COVER FOR DEVELOPED AREAS K.RAINFALL/DURATION FOR 2 & 100 YEAS STORMS L. HYDROLOGIC SOILS GROUP MAP M. SLOPE-INTENSITY DURATION CURVE N. PRECIPITATION FOR 2 & 100 YEAR, 1, 3, 6 & 24 HOUR STORM EVENTS II. EXISTING HYDROGRAPHS FOR AREA C 25 5, 10 & 100 YEAR 19 3, 6 & 24 HOUR STORM EVENTS III. PROPOSED HYDROGRAPHS FOR AREA C 21- 5, 10 & 100 YEAR 19 3, 6 & 24 HOUR STORM EVENTS IV. ROUTED HYDROGRAPHS FOR AREA C 2, 5, 10 & 100 YEAR 1, 3, 6 & 24 HOUR STORM EVENTS V. REFERENCE & HYDROGRAPH MAPS A. EXISTING & PROPOSED HYDROGRAPH MAPS B.PROPOSED STORM DRAIN C-2 PLAN & PROFILE rS PRECISE GRADING PLAN LEGEND TRACT 25476 RIGHT OF WAY L 0 T 221 — PROPERTY LINE ---— TRACT BOUNDARY DRAINAGE FLOWLINE ^ rrl � DEEPENED FOOTING c4 moo. EX. CURB AND GUTTER 60oo f PO i EX. SIDEWALK g 22 1 I' 4 EXISTING DRIVEWAY o i*o 16001 n o rry H.P. PROPOSED DRIVEWAY S STREET LIGHT 1z WN =__ TOP OF SLOPE A I _ TOE OF SLOPE j5g9.7 t. EX. WATER LINE/LATERAL & M 1599 ETER [ f.L EX. SEWER LINE/LATERAL 5. t.. — EX. SEWER MANHOLE 24P-BL 11 1� -- EX. AIRVAG LOT 220 - P=1600.4 f EX. FIRE HYDRANT FF=1601.1 LOT W EX. STORM DRAIN P= 1601 .2 WATER QUALITY m RETAINING WALL L _ , BASIN EXISTING TUBULAR STEEL FENCE 5 • ■ • • • EXISTING SPLIT FACE BLOCK WALL I --)(-->— EXISTING WOOD FENCE or I A t I- TUBULAR STEEL FENCE I f 7600. �- SPLIT FACE BLOCK WALL 15P9.1 w 15AA0 WOOD FENCE At WOOD GATE of m PILASTER 1.r.�� O OMIT ONE BLOCK — lam , QROFESS�Q AU FOR DRAINAGE �` ., y �` P�O� D•A`t�` BANTR ryBAI� STREEI CONSTRUCTION NOTES:�'�. OF CAl�FO� 0 15 30 60 0 REMOVE & REPLACE CURB & GUTTER PER CITY OF LAKE ELSINORE STD. 200 ��- CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD. 117 SCALE: 1 = 30' PREPARED BY. ® HUNSAKER & ASSOCIATES NOTE: A SET OF AS—BUILT PRECISE I R v I N E I N C GRADING PLANS SHALL BE PROVIDED PLANNING ENGINEERING ■ SURVEYING TO THE CITY PRIOR TO THE LAST Three Hughes - Irvine, CA 92618 - PH;(949)583.1010 FX:(949)583-0759 CERTIFICATE OF OCCUPANCY CITY OF LAKE ELSINORE APPROVED BY: PLAN: 24P-B PLANNER DATE PRECISE GRADING PERMIT NO.: 10-252 tl�CgMMEND Af�PROV 1AP • Y: -a ,5�9z 9-/710 i'LAN CHECKER RCE / DATE ENGIN• R OF ORD RC / DArE APP ED B 7 � � 011- 7-2OI�Z CTT ENGINEER RC£ DATE F:\0602\ENGINEERING\OA_PROJECT\EXH_PICK-A-LOT PROGRAM\PG EXHIBTS\TR 25476 - LOT 221.DWG PRECISE GRADING PLAN LEGEND TRACT 25476 RIGHT OF WAY LOT 220 PROPERTY LINE TRACT BOUNDARY DRAINAGE FLOWLINE o DEEPENED FOOTING • e�-.. . � S / 60.CJ* i6DJ.3 �`r/ EX. CURB AND GUTTER F.0 M EX. SIDEWALK 16120.9 `� ti N 220 U P. 0 EXISTING DRIVEWAY ____ --� $ iX MI;L J -j —' JJ�_ PROPOSED DRIVEWAY rl STREET LIGHT �, I TOP OF SLOPE 6 rJ• �ool j TOE OF SLOPE R4P—A z u EX. WATER LINE/LATERAL & METER 24P-A + .2 EX. SEWER LINE/LATERAL FF=1601.9 {} EX. SEWER MANHOLE — EX AIRVAC LOT 219 t LOT 221 T7 EX. FIRE HYDRANT P= 1601 .8 1` 1 P= 1600.4 EX. STORM DRAIN - �__-� RETAINING WALL I I - --� EXISTING TUBULAR STEEL FENCE o . c r u o EXISTING SPLIT FACE BLOCK WALL ( a9' --'n---X--X— EXISTING WOOD FENCE 0 GFF=1 b01.4 I. -I-I-i-I-F-F 1-i- TUBULAR STEEL FENCE rr 99.7 I SPLIT FACE BLOCK WALL \ 1599.J s;1M CB WOOD FENCE �1 r�CRz, WOOD GATE PILASTER OMIT ONE BLOCK no L"J FOR DRAINAGE I i �C� �4 r <'A — ti BANTRY BA Y STREET CONSTRUCTION NOTES: CF CAI.�F��/ 0 15 30 60 O REMOVE & REPLACE CURB & GUTTER PER CITY OF LAKE ELSINORE STD. 200 a— CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD. 117 SCALE: 1 = 30' PREPARED BY. ® HUNSAKER & ASSOCIATES NOTE: A SET OF AS-BUILT PRECISE ; I R v I N E I INC . GRADING PLANS SHALL BE PROVIDED PLANNING ENGINEERING SURVEYING TO THE CITY PRIOR TO THE LAST Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 FX:(949)583-0759 CERTIFICATE OF OCCUPANCY CITY OF LAKE ELWXM APPROVED BY: PLAN: 24P-A PLANNER DATE PRECISE GRADING PERMIT NO.: 10-252 MOEND AP RO : APPROV BY PLAN CHECKER RICE / DATE £NG EER OF ORO - - RCE / DATE APP VED BY• ���� _ S7471 q/pl- lJ��lz CITY ENGINEER RCE DATE F:\0602\ENGINEERING\OA PROJECT\EXH_PICK-A--LOT PROGRAM\PG EXHIBTS\TR 25476 - LOT 220.DWG PRECISE CGRAl IIH cal PLAN LEGEND TRACT 25476 -- RIGHT OF WAY L 0 T 219 -- PROPERTY LINE ----•^- TRACT BOJUDARY 1 S DRAINAGE FLOI'JUNE I DEEPENED FOOTING +L +-•'• •*-_ •-•- .•_ �.�_�_.. I q ffiD7.0 60.W EX. CURB AND CUTIER !C o ? 21 9 - it v EX. SIDEWALKm „ I -- - [XIS]INC PROPOSED URIVLV'!AY r IX 4w STRELT LIGHT TOP OF SLOPE efiOT.! 1f 0f.1 I WE OF SLOPE rd EX. WAFER LINE/LATERAL & MITER 14 30TX--CR EX. SEIYER LINE,'LATERil_ 11 EX SEWER VANHOLE P-7601.6 T E.( A.IRVAC LOT 218 FF=-1602.5 po I z LOT 220 Ei, FIRE HYDRANT _ 7 P= 1 602.4 - 16 , , 6�. �:) P= 1 6 01 .2 EX. STORM DRAM +'t^4� Gri �• RETAINING WALL G01.6 _ I L - _ EXISIING IUDULAR STEEL FENCE Di. f ► 5 1) • i EXISTING SPLIT Fi.CE BLOCK WALL r A, 1:S (h �- EXISTING WOOD FENCE 11 . t1600` ♦ f� T� TUCULAR STEEL FENCE I `f I BX f.r-CC.58. 16ol. - - FF�1GOi.G -0 0 0 0 0-0 SPLIF FACE BLOCK WALL S-CB. WOOD FENCE A WOOD GATE11. PILASTER 60r.00' -LG OMIT ONE BLOCK 1= C•1 FUR DRAINAGE _ —` ._- -- A 0/1 BANTRY BAY STREET CONSTRUCTION NOTES: 0 15 30 60 REMOVE G REPLACE CURB& GOITER PER CIIY OF LAKE ELSIN'ORE STO, 200 O? CONSTRUCT CONCRETE DRNE11AY APPROACH PER CITY OF LAKE ELSINORE Sfa, 11? PREPARED 6Y: ® HUNSAKER & ASSOCIATES NOTE: A SET OF AS—QUILT PRECISE I R V I N E I N C . GRADING PLANS SHALL BE PROVIDED PLANNING ENGINEERING SURVEYING TO THE C1 FY PRIOR TO THE I AST Thme Hughes • mire, CA 92616 - PH:00J 583-1010 MOM 503.0,-59 CERTIFICATE OF OCCUPANCY _ CITY OF LAKE ELSINORE APPROVE BY: PLAN: 3OTX"C PLSNN£ Dar£ PRECISE GRADING PERMIT NO.: 10-252 ^^�E�ND APP OV APPROVED BY: C : NUN CN£t".K£R Rc£ / DarE ££R of, RICO RE / aArc APP ED BY. LTty E'TTCRr££R RC( OATF r'\060,\CNGINLLRING\Om_,PROJEC'\EXH_PICK A -LOT F'ROGRol`j\P(; EXHIHIi\iR 1541_6 LOT 219.DVIG PRECISE GRADING PLAN LEGEND TRACT 25476 RIGHT OF WAY L 0 T 217 PROPERTY LINE TRACT BOUNDARY N —�- —� DRAINAGE FLOWLINE � DEEPENED FOOTING i 160J 2 All - JbW EX. CURB AND GUTTER �, F0' N13 C. EX. SIDEWALK EWAY N A �— EXISTING DRIV r tZ u/N. A K PROPOSED DRIVEWAY ol STREET LIGHT " TOP OF SLOPE 1G0 t601.3 IN 0. F.rLt TOE OF SLOPE o. EX. WATER LINE/LATERAL & METER Dr 23TX—AL l EX. SEWER LINE/LATERAL Ix P=1603.0 r A EX, SEWER MANHOLE 1^ FF=1603.7 b— EX. AIRVAC LOT 216 LOT 218 -- EX. FIRE HYDRANT 711 EX. STORM DRAIN P= 1603.6 ` -__ ba P= 1602.4 ® RETAINING WALL -1 4 4-J-LA-14- EXISTING TUBULAR STEEL FENCE t60L7 I OA +•w a-�- EXISTING SPLIT FACE BLOCK WALL — EXISTING WOOD FENCE 1 =1603. more - + TUBULAR STEEL FENCE as i I—CA r. or zt _ -®-0 0+fir♦- SPLIT FACE BLOCK WALL WOOD FENCE K c e 0 WOOD GATE I622 `60 •-' 43. 6 ■ PILASTER _ OMIT ONE BLOCK FOR DRAINAGE 1 tS° cP BANTRY BAY STREET CONSTRUCTION NOTES: OF CALF 0 15 30 60 `f REMOVE& REPLACE CURB & GUTTER PER CITY OF LAKE ELSINORE STD. 200 — CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD. 117 SCALE: 1" = 30' PREPARED BY.- ® HUNSAKER & ASSOCIATES NOTE.• A SET OF AS—BUILT PRECISE I R v I N E I N c GRADING PLANS SHALL BE PROVIDED PLANNING - ENGINEERING SURVEYING TO THE CITY PRIOR TO THE LAST Three Hughes - Irvine, CA 92618 - PH:(949)583.1010 FX:(949)583.0759 CERTIFICATE OF OCCUPANCY CITY OF LAKE ELSIOM APPROVED BY: PLAN; 23TX-A PLANNER DATE PRECISE GRADING PERMIT NO.: 10-252 ENU AP OYA APPR1 BY•.r PLAN H� ECK£R RCE / DATE fN TER OF CORD RCE RATE APP VED—BY: SL9IS- o! /d s.�L F:\0602\ENGINEERING\OA_PROJECT\EXH—PICK—A—LOT PROGRAM\PG EXHIBTS\TR 25476 — LOT 217.DWG CITY OF^" For Staff Use _. LAKE ULSINOIZL ENGINEERING DIVISION Received By: �= DREAM FXT REME GRADING PLANCHECK Date: SUBMITTAL APPLICATION AND CHECKLIST PC# 130 SOUTH MAIN STREET, LAKE ELSINORE, CA 92530 P: 951.674-3124, F: 951.674-8761 Fill in the following information and submit with the requested documents (see page 2) and fees to initiate Grading Plan Check. Incomplete submittals will not be processed for plan check. PARCEL/TRACT NO.: 25476 PROJECT NAME: Madison @ Rosetta Canyon ASSESSOR'S PARCEL NO(S): 349-572-05 STREET ADDRESS: 53046 Bantry Bay St. DEVELOPMENT TYPE: Commercial Industrial Tract Multi-Family X single Family SUBMITTAL TYPE: Clear Mass Rough Precise Fine Revision Check one /Grub Grade Grade X Grade Grade No. List sheet#'s being revised, include title sheet (i.e. sht 1,2,3): Description of Revision: For Precise Grade: #of Lots Lot#'s: 218 Gross Bldg. Quantities: Acres Sq Ft CUT: 75 cy FILL: 0 cy COUNTRY CLUB HEIGHTS AREA: Yes No PLANNING PROJECT NO: Are the project Hardscape Improvements (curb,gutter, sidewalk,driveway cut, If yes, Engineer's Cost Estimate pavement, striping, storm drain, etc.)both onsite and/or offsite shown on this grading required with submittal plan AND will be constructed from this grading plan? No sYes OWNER/ DEVELOPER: Richmond American Homes STREET ADDRESS/CITY/ZIP: 5171 California Avenue, Suite 120, Irvine, CA 92617 TELEPHONE: 949-467-4633 FAX: 949-467-2830 EMAIL: Sondra.Harris@MDCH.com PROJECT MANAGER: Same As Above If different from above STREET ADDRESS/CITY/ZIP: TELEPHONE: FAX: EMAIL: ENGINEER Ben Etemadi COMPANY: Hunsaker&Associates Irvine, Inc. STREET ADDRESS/CITY/ZIP: 3 Hughes, Irvine, CA 92618 TELEPHONE: 949-458-5402 FAX: 949-465-1102 EMAIL: betemadi@hunsaker.com Distribution: Original-File/Copy-Planchecker C:\Documents and Settings\rthompson\Local Settings\Temporary Internet Files\OLK3\Tr 25476 Lot 218-grading plancheck application CITY OF For Staff Use i�c� ENGINEERING DIVISION Received By: LADE LSI �� DREAM EXTREME GRADING PLANCHECK Date: SUBMITTAL APPLICATION AND CHECKLIST pc# 130 SOUTH MAIN STREET, LAKE ELSINORE, CA 92530 P: 951.674-3124, F: 951.674-8761 Fill in the following information and submit with the requested documents (see page 2) and fees to initiate Grading Plan Check. Incomplete submittals will not be processed for plan check. PARCELITRACT NO.: 25476 PROJECT NAME: Madison @ Rosetta Canyon ASSESSOR'S PARCEL NO(S): 349-572-08 STREET ADDRESS: 53052 Bantry Bay St. DEVELOPMENT TYPE: Commercial Industrial Tract Multi-Family X Single Family SUBMITTAL TYPE: Clear Mass Rough Precise Fine Revision Check one /Grub Grade Grade X Grade Grade No. List sheet#'s being revised, include title sheet (i.e. sht 1,2,3): Description of Revision: For Precise Grade: #of Lots❑1 Lot#'s: 221 Gross Bldg. Quantities: Acres Sq Ft CUT: 75 cy FILL: 0 cy COUNTRY CLUB HEIGHTS AREA: Yes No PLANNING PROJECT NO: Are the project Hardscape Improvements (curb, gutter, sidewalk,driveway cut, If yes, Engineer's Cost Estimate pavement, striping, storm drain, etc.)both onsite and/or offsite shown on this grading required with submittal plan AND will be constructed from this grading plan? l X 1No Yes OWNER/DEVELOPER: Richmond American Homes STREET ADDRESS/CITY/ZIP: 5171 California Avenue, Suite 120, Irvine, CA 92617 TELEPHONE: 949-467-4633 FAX: 949-467-2830 EMAIL: Sondra.Harris@MDCH.com PROJECT MANAGER: Same As Above If different from above STREET ADDRESS/CITY/ZIP: TELEPHONE: FAX: EMAIL: ENGINEER Ben Etemadi COMPANY: Hunsaker&Associates Irvine, Inc. STREET ADDRESS/CITY/ZIP: 3 Hughes, Irvine, CA 92618 TELEPHONE: 949-458-5402 FAX: 949-465-1102 EMAIL: betemadi@hunsaker.com Distribution: Original-File/Copy-Planchecker C:\Documents and Settings\rthompson\Local Settings\Temporary Internet Files\OLK3\Tr 25476 Lot 221-grading plancheck application For Staff Use CITY OF :Act �+ ENGINEERING DIVISION Received By: LADE LJ LSIr N0P E DREAM EXTREME GRADING PLANCHECK Date: SUBMITTAL APPLICATION AND CHECKLIST IPC# 130 SOUTH MAIN STREET, LAKE ELSINORE, CA 92530 P: 951.674-3124, F: 951.674-8761 Fill in the following information and submit with the requested documents (see page 2) and fees to initiate Grading Plan Check. Incomplete submittals will not be processed for plan check. PARCEL/TRACT NO.: 25476 PROJECT NAME: Madison @ Rosetta Canyon ASSESSOR'S PARCEL NO(S): Lot 217-349-572-04 Lot 219-349-572-06 Lot 220-349-572-07 STREET ADDRESS: Lot 217-53044 Bantry Bay St. Lot 219-53048 Bantry Bay St. Lot 220-53050 Bantry Bay S DEVELOPMENT TYPE: Commercial Industrial Tract Multi-Family X single Family SUBMITTAL TYPE: Clear Mass Rough Precise Fine Revision Check one /Grub Grade Grade X Grade Grade No. List sheet#'s being revised, include title sheet (i.e. sht 1,2,3): Description of Revision: For Precise Grade: #of Lots Lot#'s: 217, 219 & 220 Gross Bldg. Quantities: Acres Sq Ft CUT: 225 cy FILL: 0 cy COUNTRY CLUB HEIGHTS AREA: Yes No PLANNING PROJECT NO: Are the project Hardscape Improvements (curb, gutter, sidewalk, driveway cut, If yes, Engineer's Cost Estimate pavement,striping, storm drain, etc.)both onsite and/or offsite shown on this grading required with submittal plan AND will be constructed from this grading plan? ]No Yes OWNER/ DEVELOPER: Richmond American Homes STREET ADDRESS/CITY/ZIP: 5171 California Avenue, Suite 120, Irvine, CA 92617 TELEPHONE: 949-467-4633 FAX: 949-467-2830 EMAIL: Sondra.Harris@MDCH.com PROJECT MANAGER: Same As Above If different from above STREET ADDRESS/CITY/ZIP: TELEPHONE: FAX: EMAIL: ENGINEER Ben Etemadi COMPANY: Hunsaker&Associates Irvine, Inc. STREET ADDRESS/CITY/ZIP: 3 Hughes, Irvine, CA 92618 TELEPHONE: 949-458-5402 FAX: 949-465-1102 EMAIL: betemadi@hunsaker.com Distribution: Original-File/Copy-Planchecker U:\engr\Correspondence\TR 25476\Richmond AmericanTal'Lot 221\Tr 25476 Lots 217 219 220-grading plancheck application f'r' llk Eta ,1SE G1RA b I PLAN LEGEND TRACT 25476 --- RIGHT OF WAY LOT 218 - PROPERTY LINE --- - TRACT BOUNDARY N DRAINAGE FLOWLINE I a a-wwr-a-.-+-+- ..a..-..... a-dr-.-. �\ DEEPENED FOOTING /�IJ 160J�6 60.00' 1601,E ��} FG —' EX. CURD AND GUTTER Nls 2 1 8 EX. SIDEWALK SIDEWALK JT _ I602_I �, EXISTING DRVEWAY N.P. ++ �.» PROPOSED DRIVEWAY v Z'} 0 STREET LIGHT - IY, urii, rG B` 1 TOP OF SIOPE 1N u or TOE OF SLOPE !1 EX. WAIEE LINE/LATERAL k METER g.-24P-BR j EX, SEWER LINE'LATERAL P=1602.4 1 EX. SEWER MANHOLE Fr=r 603. EX. AIRVAC LOT 21 1 r LOT 219 EX. FIRE HYDRANT I EX. STORM DRAIN P= 1603.0 I P= 1601 .8 - --m RETAINING WALL -� EXISTING TUBULAR STEEL FENCE ` I ►601,0 EXISTING SPLIT FACE BLOCK WALL I fl^GQ `. EXISTING WOOD FENCE 1601_3 I +-+++•1+j-1•- TUBULAR STEEL FENCE T zC41 .FF=lG02. 0 -a-o-sta-o- SPLIT FACE BLOCK WALL n, 41` •r �`�-� - �(— WOOD FENCE iv ` h '�•�U1 f SJ/U ry A 11'OOD G/,TE .�'0 StV`�t%. fit/�,"�(� PILASTER �� UIIII ONE BLOCK I --�� hln, fig' ,0 C�) FOR DkAIF7,GE �. V1L BANTRY BA Y rySTREET "F`-"0« CONSTRUCTION NOTES: 0 15 30 60 O --- REMOVE& REPLACE CURD d- GUTTER PER CITY OF LAKE ELSINORE SFD. 200 O? CONSTRUCI CONCREIL ORNEIVAY APPROACH PER CIFY OF LAKE ELSIMORE STD. 1 Ll SCALE: 1 = 30' PREPARED HY: ® HUNSAKER & ASSOCIATES NOTE: A SET OF AS--BUILT PRECISE I R V I N E I N C GRADING PLANS SHALL BE PROVIDED PLANNING - ENGINEERING SURVEYING TO THE CITY PRIOR TO THE LAST Three Hughes - Im;nc, CA 92618 - PH:(949)583.1010 Fk(949)563 0759 CERTIFICATE OF OCCUPANCY _ CITY OF LAKE ELSINORE APPROvgD BY: j i PLAN: 24P-B PLAW—WIIR c i Onl£, PRECISE GRADING PERMIT NO.: 10.252 0 END AP ROV APPROVED BY: 1114M CNN CKL li RC£ / DAt£ Cr�Grr7ft R Of R > � act / DArt APPvrva-111)m B4rAa` "�� /�_ !� crir ace DAtt F:\0602\ENGINEERING\0.+_PR0,JEC1\EXhI PICK .i-LOT PR0GR,0i\PG EXIll8TS\TR 2511/6 - 101 218.DWG IL 0 0 1-11 Em Elmo 0 0 IN 0 111 7 tr mill 0 No 0 No V.0i 0 No 0 0 • 1 9 �Nl r IN _ • J "NollIN 1 ■ .: 1 . :1 Emir 7 � : . _ _ 1 , � . 1 . _ . . • I • Lit I 1 ' 'IN IE IN , ■ 1 ■ ■ IN 7 1 '. a ! ■ I. INTRODUCTION A. PROJECT LOCATION Tract No. 25476 and 25477 (subject site) are located within the City of Lake Elsinore, in the County of Riverside. The subject site is generally bounded by Route 74 on the north and west, Wasson Creek on the east & south. The surrounding area is mostly undeveloped land. (See Vicinity Map included) B. STUDY PURPOSE The purpose of this study is to analyze the generated run-off for the existing and proposed conditions of the subject site. C. PROJECT STAFF Hunsaker&Associates, Inc. engineering staff involved in this study include: Paul R. Huddleston, Jr., R.C.E. Matthew Busch, Project Manager, P.L.S. Don Cambell, Project Manager,P.L.S. D. VICINITY MAP . ti 1 1� Rl TRACT 25476 V�R$ipE TREE7 . s x D y` 0 � r � I I /PslglF VP I � L L J RNLROAO CANYON ROAD VICINITY MAP N.T.S. SEC. 28 & 29 T.5S.,R.4W PAGE 836, F-7, 1999 THOMAS BROS. MAP TRACT 25476 �y TRACT 25477 ® 9! O r � I I yG I G�` iyTF�sT ��SAP � L J RA�IFOAD CANYON ROAD VICINITY MAP N.T.S. SEC. 28 & 29 T.5S.,R.4W PAGE 836, F-7, 1999 THOMAS BROS. MAP TRACT 25477 E. DISCUSSION The subject site is divided into onsite drainage areas "A", `B", and "C". This volume of the report deals with the mitigation of the runoff for Area"C". Area "C" is tributary to Wasson Creek, which flows to the Lake Elsinore Overflow Channel; which eventually drains to the Santa Ana River. Existing Area "C" consists of 15.2 acres and produces a runoff of 34.0 cfs (Rational Method) in a 100-year storm. Proposed Area "C" consists of 14.7 acres and produces a runoff of 34.9 cfs (Rational Method) in a 100-year storm. The flow determined by unit area hydrograph methods was slightly less using the short-cut method outlined in the RCFC&WCD manual. Every effort to adjust the lag time to make the flow more closely match the rational peaks was unsuccessful, so I decided to hold the calculations as determined by the short-cut method from the Hydrology Manual for both the existing and proposed condition hydrographs. Area "C" for proposed Tract 25476 & 25477 drains into a proposed combination water quality and detention basin (Basin "C", Lot AA of Tract 25477). All storms except the 2 and 5 year, 24 hour storms were successfully mitigated for Area "C". A summary of the Unit Area Hydrograph method results for Area"C" follows this discussion. The basin was sized according to Riverside County Flood Control requirements to mitigate increase in flow due to development and to detain a 2 year storm event and completely drain within 40 hours per the Conditions of Approval using the "Urban Runoff Quality Management"handbook. The sizing analysis follows: Area Draining to Basin = 14.7 acres Percent Impervious(i) =50.0% Storage Time =40 hours Mean Storm Precipitation(P6) =0.57 inches (from FIG. 5.3) 40 Hour Drain Time of Capture Volume(a40) = 1.463 (by interpolation of Table 5.4) Calculate Watershed Runoff Coefficient "C" using Equation 5.1 of "Urban Runoff Quality Management"handbook: C =0.858(i)' - 0.78(i)2+0.774(i)+0.04 C =0.858(0.50)'-0.78(0.50)2+0.774(0.50) +0.04 C=0.339 Calculate Maximized Detention Volume "Po" using equation 5.2 of "Urban Runoff Quality Management"handbook: Po=aXCXP6= 1.463X0.339x0.57 =0.283 inches Basin"C"required detention Volume= (14.7 acres)(0.283 inches)(1/12) =0.347 acre-feet x 1.20(20% for sedimentation) =0.416 Acre-Feet Basin"C' actual volume=0.648 Acre-Feet> 0.416 Acre-Feet required LL O � 0 O N (fl O N I� ~ � M 00 r I- O X Z � r00 N O � r (O N " E V 00 r N I- 00 O) 6) 6) r N E x E LL W L Q tm CJ O .. 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RISER W/96-1"HOLES SPACED FROM ELEV=1595.8-1597.80 1.50'L X 2.70'H WEIR, BOTTOM ELEV=1597.80 (2)-2.30'L X 1.15'H WEIR, BOTTOM ELEV=1599.35 EMERGENCY SPILLWAY-5'W, BOTTOM ELEV=1601.50 FORMULA(S) & CALCULATIONS: ORIFICE FORMULAS: Q=CA-\/2gh WHERE C=0.6 Q=CA V(2gh) h= 0 2 x 1 CA 2g WEIR FORMULA: Q=C(L-0.2H)H312 , WHERE C=3.33, ***Used Downstream Water Surface for bottom elevation when weir or orifice submerged. 12" DIAMETER PERFORATED PIPE FLOW TO 1600.50(Orifice) AREA "Ao"= (AREA OF ORIFICES) =96 X 3.1416 X (.0415)2=0.519 S.F. H = 1600.50- 1597.88 = 2.62' Q=CA 4(2gh) =0.6 X .519 X �QX32.2X2.62) = 4.0 CFS 1.50'L X 2.70'H WEIR FLOW TO 1600.50 (Submerged Weir Flow) L=1.50,WS=1597.88, H=1600.50-1597.88 = 2.62 Q=C(L-0.2H)H"2=3.33 X(1.50-0.20 X 2.62)X 2.62312= 13.8 CFS (2)-2.30'L X 1.15'H WEIR FLOW TO 1600.50 (Weir Flow) L=2.30, H=1600.50-1599.35 = 1.15 Q=C(L-0.2H)H312=2 X 3.33 X(2.30-0.20 X 1.15)X 1.15311 = 17.0 CFS QTOTAL = 4.0 + 13.8 + 17.0 = 34.8 = 34.8 CFS (Rational Method Peak Flow) MAXIMUM 100 YEAR PONDING RESULT: 100 YEAR W.S.E= 1598.50 . l FLOW FOR VARIOUS DEPTHS FIND Q for DEPTH: h=1.00' 12"DIAMETER PERFORATED PIPE FLOW TO 1596.80(Orifice) AREA "Ao" =(AREA OF ORIFICES)=48 X 3.1416 X (.0415)2=0.260 S.F. H= 1596.80— 1596.30 =0.50' Q=CA 4(2gh)=0.6 X .260 X 4(2X32.2X0.50) = 0.9 US FIND Q for DEPTH: h=2.00' 12"DIAMETER PERFORATED PIPE FLOW TO 1597.80 (Orifice) AREA "Ao" =(AREA OF ORIFICES) =96 X 3.1416 X(.0415)2 =0.519 S.F. H= 1597.80— 1596.80= 1.00' Q= CA�(2gh)=0.6 X .519 X 4(2X32.2X1.00) = 2.5 US FIND Q for DEPTH: h=3.00' 12"DIAMETER PERFORATED PIPE FLOW TO 1598.80 (Orifice) AREA"Ao" =(AREA OF ORIFICES) =96 X 3.1416 X(.0415)2 =0.519 S.F. H= 1598.80— 1596.80=2.00' Q=CA 4(2gh)=0.6 X .519 X 4(2X32.2X2.00) = 3.5 US 1.50'L X 2.70'H WEIR FLOW TO 1598.80(Weir) L=1.50,H=1598.80-1597.80= 1.00 Q=C(L-0.2H)H"2=3.33 X(1.50—0.20 X 1.00)X 1.003,2=4.3 US QTOTAL = 3.5 + 4.3 = 7.8 FIND Q for DEPTH: h=3.70' 12"DIAMETER PERFORATED PIPE FLOW TO 1599.50 AREA "Ao"= (AREA OF ORIFICES) =96 X 3.1416 X (.0415)2= 0.519 S.F. H= 1599.50— 1596.80=2.70' Q=CA�(2gh)=0.6 X .519 X �(2X32.2X2.70) = 4.1 US 1.50'L X 2.70'H WEIR FLOW TO 1599.50 (Weir) L=1.50, H=1599.50-1597.80= 1.70 Q=C(L-0.2H)H"2 =3.33 X(1.50—0.20 X 1.70)X 1.70"2 = 8.6 US (2)-2.30'L X 1.15'H WEIR FLOW TO 1599.50 (Weir Flow) L=2.30,H=1599.50-1599.35 =0.15 Q=C(L-0.2H)H"2=2 X 3.33 X(2.30—0.20 X 0.15)X 0.15112 =0.9 US QTOTAL = 4.1 + 8.6 + 0.9 = 13.6 r x Tr-I O .--4 N �Jy Ln W z z ElEl (1) 04 •� a a E+ C) o � W o r ca90 Ca7o zo w FC y�l ° En p0 � o po q o o o o LO am o a ao W N w %D rn ul n u] m rI rn 3 3 H C9 � z H H -- En M N H 0 7 .q, z 10 H N p; E O H -,I z Ell H Sa W -- Ol W rl n In M I Q 0 0 0 z z o z o z 0 O O O U H H a H H ri)E-4 FA H .7 H O O .3 a $ A a p4 MM ULa U W " m U � E O o O W * * * * * * 1 W N M rMi H E E H E E, E H a U •'-� U N U M U d� U <M U -cr 3 W E W W W W W w w U Ul Ul Ul Ul W M 04 o0o W �i W * Eo * Eo * Eo Eo * Ho Eo Q H o 0 0 ] U .7 p4 In p4 n o p4 o p4 o p4 0 Ul (n A .3 O O Ln H H m O In In -o O z O CV M M rn v --CP ol L H Ln L H Ln al H L H Ln 3 x H W r z E H Ul U * O * O * O O * O O H o000 r$ TO 7t, 70 zo 7Ln 7. 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Fcr 5 r.t!osz r,-m�shall b--used for the 1-hour,3-hour WHI �Cused. 1,0-yea:-veat A MC!1 C 0 U r CVC il t-- var 3ble 1C.55 an: 6-hour venL:. 7ti r CASr-A!!:s Will The ur 1k L cl r Cve]Ci--zd ICC B"-in Site —* ' ' ;b rd fisib. : :t a-d la f , .he vo- v f361ity 4--Uirc-. A ;t 1c =r-bER-ngWhh ,ims o m-Ini-j mte condid'ons 4,�combine ZAT-rit:and.or,-S;lc into a detantion facifity t:v,'O seP rx=szry . aft-!r developMent r-cmbLn?A-,on SLI uld E4 ai I at!d for&Z-1;t ybefor- X, &.c S=r id for'.13 z. studied;th;t fir--t fOr the te-z-1 be A-ve!CpCtd zl Dne(pn-site). It mzus-,.bc the,t-her--i---no in Pe:-:-K -xto), C--ch 0 f th re v-.:ra 'te al I Lr�butary me--Or OV-51 fllaw ram!=== G tion corn" i ims rcqui='. I g"k parioNum 'ded- I " v post-devc!.6pe-d and rateted hydrognihs stcrz-- S�- f the hydrolo"Y inibmittal Plate•r.s,v vv No out!ct pip*)wjjj be less t�?m I g, ki dimnettz. `,Vhz--ur--;tS= sr-cr'!lc ates. Ayp-priatz t-a-rh mcks i-!1:!!! rased to rz,strkt outflow.-r 4.9 inches in dizmeEzr. r-2 rrC rnns�, cc SIL in-,$)en; euxle-,s ran,az--to-khc facvltv. ; z bz dczio�f�x to" Ieb; ":;crv.t5 ,rr op e ,a:;qS!130d en jM : - ere ri-." %yh p Uli; Side Slopes Should 'me, no s"'=-! F-ccess isupcontrolled. be tre-hanisr,% acc?--prEb!e to buL%the County and theDistrict' ouid4-SA, !zr&-::-yc district,Pa--ks this w-.,uid p-e:m r. C - --I ho- -or.-wa--id dt--ention I'Acilitic'. at'. if-.Uorl. Ftt-,;4ent;'_j m!owncrs not b,- Sccept2b!z- S nera (c C.:.2 3221 nw rm RUNOFF INDEX NUMBERS OF HYDROLOGIC SOIL-COVER COMPLEXES FOR PERVIOUS AREAS-AMC II Cover Type (3) Quality of Soil Group Cover (2) A 13 1 C D NATURAL COVERS - Barren 78 86 91 93 (Rockland, eroded and gradod land) Chaparrel, Broadleaf Poor 53 70 80 85 (Hanzonita; ceanothus and scrub oak) Fair 40 63 75 81 Good 31 57 71 78 Chaparrel, Harrowleaf Poor 71 82 88 91 (Chamise and r+dshank) Fair 55 72 81 86 Grass, Annual or Perennial Poor 67 78 86 89 Fair 50 69 79 84 Good 38 61 74 80 Meadows or Cienegas Poor 63 77 85 88 (Areas with seasonally high water table, Fair 51 70 80 84 principal vegetation is sod forming grass) Good 30 58 72 78 Open Brush Poor 62 76 84 88 (Soft wood shrubs - buckwheat, sage, etc. ) Fair 46 66 77 83 Good 41 63 75 81 Woodland Poor 45 66 77 83 (Coniferous or broadleaf trees predominate. Fair 36 60 73 79 Canopy density is at least 50 percent) Good 28 55 70 77 Woodland, Grass Poor 57 73 82 86 (Coniferous or broadleaf trees with canopy Fair 44 65 77 82 density from 20 to 50 percent) Good 33 58 72 79 URBAN COVERS - Residential or Co.wercial Landscaping Good 32 56. 69 75 (Lawn, shrubs, etc. ) Turf Poor 58 71 83 87 (Irrigated and mowed grass) Fair 44 65 77 82 Good 33 58 72 79 AGRICULTURAL COVERS - Fallow 76 85 90 92 (Land plowed but not tilled or seeded) R C F C 1k W C D RUNQFF INDEX . NUMBERS HYDROLOGY MANUAL PERVIOUS AREA PLATE D-5.5 0 of 2) RUNOFF INDEX NUMBERS OF HYDROLOGIC SOIL-COVER COMPLEXES FOR PERVIOUS AREAS-AMC II Quality of Soil Group Cover Type (3) Cover (2) A B I C D AGRICULTURAL COVERS (cont.) - Legumes, Close Seeded Poor 66 77 85 89 (Alfalfa, sweetclover, -_timothy, etc.) Good 58 72 81 85 Orchards, Deciduous See Note 4 (Apples, apricots, pears, walnuts, etc.) Orchards, Evergreen Poor 57 73 82 86 (Citrus, avocados, etc.) Fair 44 65 77 82 Good 33 58 72 79 Pasture, Dryland Poor 67 78 86 89 (Annual grasses) Fair 50 69 79 84 Good 38 61 74 80 Pasture, Irrigated Poor 58 74 83 87 (Legumes and perennial grass) Fair 44 65 77 82 Good 33 58 72 79 Row Crops Poor 72 81 88 91 (Field crops - tomatoes, sugar beets, etc.) Good 67 78 85 89 Small Grain Poor 65 76 84 88 (Wheat, oats, barley, etc.) Good 63 75 83 87 Vineyard See Note 4 Notes: 1. ' All runoff index (RI) numbers are for Antecedent Moisture Condition (AMC) II. 2. Quality of cover definitions: Poor-Heavily grazed or regularly burned areas. Less than 50 per- cent of the ground surface is protected by plant cover or brush and tree canopy. Fair-Moderate cover with 50 percent to 75 percent of the ground sur- face protected. Good-Heavy or dense cover with more than 75 percent of the ground surface protected. 3. See Plate C-2 for a detailed descripti6n of cover types. 4. Use runoff index numbers based on ground cover type. See discussion under "Cover Type Descriptions" on Plate C-2. 5. Reference Bibliography item 17. R C F C a W C D RUNOFF INDEX NUMBERS r�YDROLOGY MANUALFOR PERVIOUS AREA PLATE D-5.5(2 of 2) ACTUAL IMIERVIOUS COVER Recommended Value Land Use (1) Range-Percent For Average Conditions-Percent(2 Natural or Agriculture 0 - 10 0 Single Family Residential: (3) 40,000 S. F. (1 Acre) Lots 10 - 25 20 20,000 S. F. (N Acre) Lots 30 - 45 40 7,200 - 10,000 S. F. Lots 45 - 55 50 Multiple Family Residential: Corxiom iniums 45 - 70 65 Apartments 65 - 90 80 Mobile Home Park 60 - 85 75 Cosy ercial, Downtown 80 -100 90 >usinoas or Industrial Notes: 1. Land use should be based on ultimate development of the watershed. Long range master plans for the County and incorporated cities should be reviewed to insure reasonable land use assumptions. 2. Reccsended values are based on average conditions which may not apply to a particular study area. The percentage impervious may vary greatly even on comparable sized lots due to differences in dwelling size, improvements, etc. Landscape practices should also be ooinsidered as it is cos:+on in some areas to use ornamental grav- els underlain by impervious plastic materials in place of lawns and shrubs. A field investigation of a study area should always be made, and a review of aerial photos, where available may assist in estimat- ing the percentage of impervious cover in developed areas. 3. For typical horse ranch subdivisions increase impervious area 5 per- cent over the values recommended in the table above. R C F C a WI C D IMPERVIOUS COVER HYDROLOGY MANUAL FOR DEVELOPED AREAS PLATE D-5.6 15 15 14 14 13 13 12 12 II II 10 10 cn W = 9 9 U Z Z 8 8 w Zy l4R. s s J U 5 5 Z_ Q droor 3 � 3 3 NR_ 2 2 i 1 0 0 2 5 10 25 50 100 RETURN PERIOD IN YEARS NOTE: I. For intermediate return periods plot 2-year and 100-year values from mops for a specific duration, then connect points and read value for desired return perloit.For example given 2-year 24-hour = 3.50" and 100-year 24-hour=10.40 25-yeor 24-hour=7.80 Refe.w+cs;NOAA Atlas 2,Vohroe3L-Collfornia,1973. RAINFALL DEPTH VERSUS R C FC Bi . W C D RETURN PERIOD FOR HYDROLOGY ]MANUAL PARTIAL DURATION SERIES PLATE E-5.7 ��n \t��'' .ati•!�,Wt. ��/�r�`y.►�(/ ��. ,, \QIS. . r J ,�Y., ..0 \ ��•1' �. �� ♦ l f w;RM Al .......... 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F RIVERSIDE COUNTY FLOOD CONTROL X A N D 55 WATER CONSERVATION DISTRICT SLOPE OF INTENSITY DURATION CURVE 4 1 D- 67":-,t- t w 'I ROE: - T v- -70 c T: 1pl 'PAW, 5=7 Aw . r 177, rK. •ct ..� � r• 1�r�. -r 5 wn»\ .S �1 --- ,_s 9 ";�.•.. :w'Ef :�.'- '• �Ycr� .w< r -x.. -V r1 E': ( ♦.' -'1-:r� •r„•'�Zl� �,i I.�L,:1i �(' <''Irn 0 1 ./rty r Q �, '� i?a\ ss ^K:,t? •s��,s�, ` rw,w�,.p_`�_ .���..:_`{,�'%`7 /•,� t"`c.y t'• � 1 �}� -���' '�`1 s •� t i !�e�' Gam, a yr. y5 �.•` � �� V e • RIVERSIDE COUNTY FLOOD CONTROL Mo • A N D WATER CONSERVATION DISTRICT .4 PRECIPITATION IN$ ...... .. .. .... 4t '711bd COT-- 'NA A .,p flAl 'w i ✓ _ '7� _ Q. �...�.+ .i. \ � \`'...�i '•Z :1 er.»vo•nti r� ;TEAPNS) TORRE, ARTIM INDIS '19t CONTROL ERSIDE COUNTY FLOOD A N D CONSERVATION DISTRICT WATER OUR -YEAR- I 100 ter, .s:` r.w } :•i �:• ..•>.l �"� .y dyo �• •rr'`��.•"'\•-`_, — :,4 �'•' 1:. /I •..,1 KK-'•'tA. 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'�. y' • _ ..s' - �. .•+' _ '� `-c a+c'e - ..,.:_.r�. .;,.- t� ,5 ,��� WATER CONSERVATION DISTRICT nei]C� __�{f:•v;�¢r3+' .v: /:'Q'y)..1: �J Yt�'a.y1 'SI''•.H' "' `� s� •af _ S 'ri1 'ice .1�• �(��y'!tj' ..:��\.: L� "2� %• t i:Js d.F�, .�j 3 f• 'i ;��•/c 'l .r �.;pf � Q :�, ,,,t" a air ''�• 'f-•S� _�Y */ •^_ �:.+s_:''^ ��,7s.♦. T-c --:... - rtt.M � •at 1 P� �`'7r r •fl1♦ t: �..t'V=•!� C ' .Aa, �: �. _:4 a'� r_a?+i'r: 1 ::el}wr•. 5 v,T - iWT Y ,•' •�; t• �'- Y _ -t• eel ,� :,, �,� ,�• j� �� .a - .r y ,�,. � ' 100-YEAR-24-HO R ' + `vJ �• y� `I 'r. t il' s�}•t^� !t• .\. �:. _ ��4t' r� ,� ,�. •t K s •♦ •K. `•J, _••fit •'; �• �Pa4 �t 'R ✓� \ �S"� -,Y� � ).•I'� -5^ ,,k�� �1• .� a �` -`2 t' i-a =: M'� ,;:. v PRECIPITATION � �s►i ", /: f �9 Y:��'j, R ��{.:i�.:;�r n r•AC 'su' �, r �.-• f ala `;� •. _y ., `�♦ ,.{✓ �+ _ � loran ,+ _ _ .1 � l \ :�j�I flR' T.\. j• '7. 1 ! } •L Aa _,,, ,yrt• r• s tl ts"' 1 J j .11t {�.r'''S• h7. t �4"1• �,�'• •1.:4r' �i t' �/ •.t-�.. .jt o.•w.F! wren No •" _ u�endr wi sit�i � t � t '.•,:.. ..; :� r l/ .'s.�n-. t` r♦ \•S `/ Cs•\y ^r'/�+ ,�/•-' � �• \•'/a- � ow ne. •Y 1,' / a, y• "�i ��•".%}�j_ sv)•,. t� ,�,a'' at: ,y•�l�°1�'td... ./ o��' e.i.rrw •ai o�A�"�w..r PLATE- ,, E-5.6 CEXISTING32.out U n i t H y d r o g r a p h A n a l y s i s Copyright (C) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CEXISTING32.out ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++......++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 ------------------------------------------ ---------- English (in-lb) Input Units Used English Rainfall Data (Inches) Input values Used English units used in output format -------------- EXISTING AREA C UNIT AREA HYDROGRAPH 2 YEAR BY: MATTHEW W. BUSCH --------------------------------------------------------------------- Drainage Area = 15.20(AC.) = 0.024 Sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. '25% of lag time = 1.45 Min. 40% of -lag time = 2.32 Min. Unit time = 5.00 Min. Duration of storm = 3 Hour(s) User Entered Base FLOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(AC.) [1] Rainfall (In) [2] weighting[1*2] 15.20 1.00 15.20 100 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In) [2] weighting[1*2] 15.20 2.50 38.00 STORM EVENT (YEAR) _ 2.00 Area Averaged 2-Year Rainfall = 1.000(In) Area Averaged 100-Year Rainfall = 2.500(In) Point rain (area averaged) = 1.000(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 1.000(In) Sub-Area Data: Area(AC.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(AC.) Page 1 CEXI5TING32.out RI RI Infil . Rate Impervious Adj. Infil . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 68.0 48.6 0.586 0.000 0. 586 1.000 0.586 Sum (F) = 0.586 Area averaged mean soil loss (F) (In/Hr) = 0.586 Minimum soil loss rate ((In/Hr)) = 0.293 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.900 U n i t H y d r o g r a p h FOOTHILL S-Curve --------------------------------------------------------------------- Unit Hydrograph Data --------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS) ---------------------------------------- 1 0.083 86.177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 ----------------------------------------------------------------------- Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max LOW (In/Hr) 1 0.08 1.30 0.156 0.586 0.140 0.02 2 0.17 1.30 0.156 0.586 0.140 0.02 3 0.25 1.10 0.132 0.586 0.119 0.01 4 0.33 1.50 0.180 0.586 0.162 0.02- 5 0.42 1.50 0.180 0. 586 0.162 0.02 6 0.50 1.80 0.216 0.586 0.194 0.02 7 0.58 1.50 0.180 0.586 0.162 0.02 8 0.67 1:80 0.216 0.586 0.194 0.02 9 0.75 1.80 0.216 0.586 0.194 0.02 10 0.83 1.50 0.180 0.586 0.162 0.02 11 0.92 1.60 0.192 0.586 0.173 0.02 12 1.00 1.80 0.216 0.586 0.194 0.02 13 1.08 2.20 0.264 0.586 0.238 0.03 14 1.17 2.20 0.264 0.586 0.238 0.03 15 1.25 2.20 0.264 0.586 0.238 0.03 16 1.33 2.00 0.240 0.586 0.216 0.02 17 1.42 2.60 0.312 0.586 0.281 0.03 18 1.50 2.70 0.324 0.586 0.292 0.03 19 1.58 2.40 0.288 0.586 0.259 0.03 20 1.67 2.70 0.324 0.586 0.292 0.03 21 1.75 3.30 0.396 0.586 0.356 0.04 22 1.83 3.10 0.372 0.586 0.335 0.04 23 1.92 2.90 0.348 0.586 0.313 0.03 24 2.00 3.00 0.360 0.586 0.324 0.04 25 2.08 3.10 0.372 0.586 0.335 0.04 26 2.17 4.20 0.504 0.586 0.454 0.05 27 2.25 5.00 0.600 0.586 --- 0.01 28 2.33 3.50 0.420 0. 586 0.378 0.04 Page 2 CEXISTING32.out 29 2.42 6.80 0.816 0.586 --- 0.23 30 2.50 7.30 0.876 0.586 --- 0.29 31 2.58 8.20 0.984 0.586 - 0.40 32 2.67 5.90 0.708 0.586 --- 0.12 33 2.75 2.00 0.240 0.586 0.216 0.02 34 2.83 1.80 0.216 0. 586 0.194 0.02 35 2.92 1.80 0.216 0. 586 0.194 0.02 36 3.00 0.60 0.072 0. 586 0.065 0.01 Sum = 100.0 Sum = 1.9 Flood volume = Effective rainfall 0.15(In) times area 15.2(Ac.)/[(In)/(Ft.)] = 0.2(Ac.Ft) Total soil loss = 0.85(In) Total soil loss = 1.071(Ac.Ft) Total rainfall = 1.00(In) Flood volume = 8537.0 Cubic Feet Total soil loss = 46635.3 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 4.696(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T 0 R M R u n o f f H y d r o g r a p h --------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) ------------....__--_-------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0002 0.02 Q 0+10 0.0012 0.15 Q 0+15 0.0026 0.20 Q I I I 0+20 0.0040 0.21 Q ( I I I 0+25 0.0057 0.25 QV 0+30 0.0075 0.27 IQ ( I I 0+35 0.0096 0.30 IQ I 0+40 0.0116 0.29 IQV I I 0+45 0.0138 0.31 IQV I 0+50 0.0160 0.32 IQ V I ! I I 0+55 0.0180 0.30 IQ V I I I! 1+ 0 0.0201 0.30 IQ V 1+ 5 0.0223 0.33 IQ V I I I 1+10 0.0249 0.37 IQ V I ! I 1+15 0.0276 0.39 IQ V I I I 1+20 0.0303 0.39 IQ V 1+25 0.0330 0.39 IQ V I 1+30 0.0360 0.44 IQ V I 1+35 0.0392 0.47 IQ V I 1+40 0.0424 0.46 IQ V I 1+45 0.0458 0.49 IQ VI II 1+50 0.0496 0.55 I Q V 1+55 0.0535 0.56 I Q V I 2+ 0 0.0572 0.55 1 Q IV I 2+ 5 0.0610 0.55 I Q V I 2+10 0.0650- 0.58 I Q V 2+15 0.0694 0.64 Q V 2+20 0.0724 0.44 Q V 2+25 0.0783 0.85 Q I V 2+30 0.0955 2.50 I QI VI 2+35 0.1217 3.80 I I Q I V 2+40 0.1540 4.70 I I Q I IV 1 2+45 0.1741 2.92 I IQ I I V 1 2+50 0.1840 1.43 I Q I I I V 2+55 0.1894 0.79 I Q I I I V Page 3 CEXISTING32.out 3+ 0 0.1928 0.49 IQ ( I I vI 3+ 5 0.1947 0.27 IQ I I I vl 3+10 0.1955 0.12 Q 3+15 0.1958 0.05 Q I ( I vl 3+20 0.1959 0.02 Q I vvi l 3+25 0.1960 0.01 Q 3+30 0.1960 0.00 Q ! I I �I 3+35 0.1960 0.00 Q 3+40 0.1960 0.00 Q I I I v -----------------.------------------------------------------------------- Page 4 CEXISTING35.out u n i t H y d r o g r a p h A n a l y s i s Copyright (C) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 Study date 05/07/05 File: CEXISTING35.out +++++++++++++4-+++++++++++++++++++++.+++++++++++... ..++++++++++++++++++++ --------------------------------------------------------------------------- Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 , Hunsacker & Associates Irvine, Inc. - S/N 901 ------------------------------------------------------------------ English (in-lb) Input units Used English Rainfall Data (Inches) Input values used English units used in output format ----------------------------------------------------------------------- EXISTING AREA C UNIT AREA HYDROGRAPH 5 YEAR BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Drainage Area = 15.20(AC.) = 0.024 Sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. 25% of lag time = 1.45 Min. 40% of lag time = 2.32 Min. Unit time = 5.00 Min. Duration of storm = 3 HOur(s) User Entered Base FIOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall(In) [2] weighting[1*2] 15.20 1.00 15.20 100 YEAR Area rainfall data: Area(AC.)[1] Rainfall (In) [2] weighting[1*2] 15.20 2.50 38.00 STORM EVENT (YEAR) = 5.00 Area Averaged 2-Year Rainfall = 1.000(In) Area Averaged 100-Year Rainfall = 2.500(In) Point rain (area averaged) = 1.351(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 1.351(In) Sub-Area Data: Area(AC.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(AC.) Page 1 CEXI5TING35.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 68.0 48.6 0.586 0.000 0.586 1.000 0.586 Sum (F) = 0.586 Area averaged mean soil loss (F) (In/Hr) = 0.586 Minimum soil loss rate ((In/Hr)) = 0.293 (for 24 hour storm duration) soil low loss rate (decimal) = 0.900 ------------------------------------------------ ------------ ------- -- U n i t H y d r o g r a p h FOOTHILL S-Curve ----------------------------------------------------------------------- Unit Hydrograph Data ---------------------------------------------------------------------- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) 1 0.083 86.177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 ------------------------------------------------------------------------ unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 1.30 0.211 0.586 0.190 0.02 2 0.17 1.30 0.211 0.586 0.190 0.02 3 0.25 1.10 0.178 0.586 0.161 0.02 4 0.33 1.50 0.243 0.586 0.219 0.02 5 0.42 1.50 0.243 0.586 0.219 0.02 6 0.50 1.80 0.292 0.586 0.263 0.03 7 0.58 1.50 0.243 0.586 0.219 0.02 8 0.67 1.80 0.292 0.586 0.263 0.03 9 0.75 1.80 0.292 0.586 0.263 0.03 10 0.83 1. 50 0.243 0.586 0.219 0.02 11 0.92 1.60 0.259 0.586 0.233 0.03 12 1.00 1.80 0.292 0.586 0.263 0.03 13 1.08 2.20 0.357 0.586 0.321 0.04 14 1.17 2.20 0.357 0.586 0.321 0.04 15 1.25 2.20 0.357 0.586 0.321 0.04 16 1.33 2.00 0.324 0.586 0.292 0.03 17 1.42 2.60 0.422 0.586 0.379 0.04 18 1.50 2.70 0.438 0.586 0.394 0.04 19 1.58 2.40 0.389 0.586 0.350 0.04 20 1.67 2.70 0.438 0.586 0.394 0.04 21 1.75 3.30 0.535 0.586 0.482 0.05 22 1.83 3.10 0.503 0.586 0.452 0.05 23 1.92 2.90 0.470 0.586 0.423 0.05 24 2.00 3.00 0.486 0.586 0.438 0.05 25 2.08 3.10 0.503 0.586 0.452 0.05 26 2.17 4.20 0.681 0.586 --- 0.10 27 2.25 5.00 0.811 0.586 --- 0.23 28 2.33 3.50 0.568 0.586 0.511 0.06 Page 2 CEXISTING35.out 29 2.42 6.80 1.103 0.586 - 0. 52 30 2. 50 7.30 1.184 0. 586 -- 0.60 31 2.58 8.20 1.330 0.586 --- 0.74 32 2.67 5.90 0.957 0. 586 --- 0.37 33 2.75 2.00 0.324 0. 586 0.292 0.03 34 2.83 1.80 0.292 0.586 0.263 0.03 35 2.92 1.80 0.292 0.586 0.263 0.03 36 3.00 0.60 0.097 0. 586 0.088 0.01 Sum = 100.0 Sum = 3.6 Flood volume = Effective rainfall 0.30(In) times area 15.2(Ac.)/[(In)/(Ft.)] = 0.4(AC.Ft) Total soil loss = 1.05(In) Total soil loss = 1.335(AC.Ft) Total rainfall = 1.35(In) Flood volume = 16392.5 Cubic Feet Total soil loss = 58163.9 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 9.332(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T 0 R M R u n o f f H y d r o g r a p h --------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) ------------------- ------------------------------------------------ Time(h+m) volume AC.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0002 0.03 Q 0+10 0.0016 0.20 Q 0+15 0.0035 0.27 vQ 0+20 0.0054 0.28 vQ 0+25 0.0077 0.33 vQ I I I 0+30 0.0102 0.36 IQ 0+35 0.0130 0.40 IQ 0+40 0.0157 0.39 IQ I I I 0+45 0.0186 0.42 IQ I I I I! 0+50 0.0216 0.43 IQv 0+55 0.0243 0.40 IQv 1+ 0 0.0271 0.40 IQv I I I II 1+ 5 0.0301 0.44 IQ v 1+10 0.0336 0.50 I Qv 1+15 0.0372 0.53 I Qv. I I I 1+20 0.0409 0.53 I Q v ( I 1+25 0.0445 0.53 I Q v 1+30 0.0487 0.60 I Q v I I I I 1+35 0.0530 0.63 II Q v I I I I 1+40 0.0573 0.62 I Q v I I I I 1+45 0.0619 0.67 I Q v I I I 1+50 0.0670 0.75 I Q v l I I I 1+55 0.0722 0.76 I Q v l 2+ 0 0.0773 0.74 I Q v 2+ 5 0.0825 0.75 I Q v I 2+10 0.0882 0.83 I Q v 2+15 0.0978 1.40 I Q v I I I 2+20 0.1138 2.32 I QI v I I II 2+25 0.1291 2.22 I Q I v I 2+30 0.1679 5.64 I I v Q I 2+35 0.2225 7.93 I I v IQ 2+40 0.2868 9.33 I I v Q 2+45 0.3330 6.71 I I I Q I v 2+50 0.3543 3.09 I I Q ( I v 2+55 0.3650 1.55 I Q I ( I v Page 3 CEXISTING35.Out 3+ 0 0.3710 0.88 I Q I I I v! 3+ 5 0.3741 0.44 IQ I I I V 3+10 0.3755 0.20 Q I I I VI 3+15 0.3761 0.08 Q I I I VI 3+20 0.3762 0.02 Q I I v! 3+25 0.3763 0.01 Q I I VI 3+30 0.3763 0.00 Q I ! I V! 3+35 0.3763 0.00 Q I I I v 3+40 0.3763 0.00 Q I ( I ----------------------------------------------------------------------- Page 4 CEXISTING310.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 Study date 05/07/05 File: CEXISTING310.out ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- English (in-lb) Input Units Used English Rainfall Data (Inches) Input values used English Units used in output format --------------------------------------------------------------------- EXISTING AREA C UNIT AREA HYDROGRAPH 10 YEAR BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Drainage Area = 15.20(AC.) = 0.024 Sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. 25% of lag time = 1.45 Min. 40% of lag time = 2.32 Min. Unit time = 5.00 Min. Duration of storm = 3 Hour(s) user Entered Base FLOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(AC.)[1] Rainfall(In) [2] weighting[1*2] 15.20 1.00 15.20 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] weighting[1*2] 15.20 2.50 38.00 STORM EVENT- (YEAR) = 10.00 Area Averaged 2-Year Rainfall = 1.000(In) Area Averaged 100-Year Rainfall = 2.500(In) Point rain (area averaged) = 1.617(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 1.617(In) Sub-Area Data: Area(AC.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(AC.) Page 1 CEXI5TING310.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AM AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 68.0 68.0 0.384 0.000 0.384 1.000 0.384 Sum (F) = 0.384 Area averaged mean soil loss (F) (In/Hr) = 0.384 Minimum soil loss rate ((In/HQ) = 0.192 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.900 --------------------------------------------------------------------- u n i t H y d r o g r a p h FOOTHILL S-Curve -------------------------------------------------------------------- unit Hydrograph Data --------------------------------------------------------------------- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) --------------------------------------------------------------------- 1 0.083 86.177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 --.---------------------------------------------------------------------- Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max I Low (In/Hr) 1 0.08 1.30 0.252 0.384 0.227 0.03 2 0.17 1.30 0.252 0.384 0.227 0.03 3 0.25 1.10 0.213 0.384 0.192 0.02 4 0.33 1.50 0.291 0.384 0.262 0.03 5 0.42 1.50 0.291 0.384 0.262 0.03 6 0.50 1.80 0.349 0.384 0.314 0.03 7 0.58 1.50 0.291 0.384 0.262 0!03 8 0.67 1.80 0.349 0.384 0.314 0.03 9 0.75 1.80 0.349 0.384 0.314 0.03 10 0.83 1.50- 0.291 0.384 0.262 0.03 11 0.92 1.60 0.310 0.384 0.279 0.03 12 3-00 1.80 0.349 0.384 0.314 0.03 13 1.08 2.20 0.427 0.384 --- 0.04 14 1.17 2.20 0.427 0.384 --- 0.04 15 1.25 2.20 0.427 0.384 --- 0.04 16 1.33 2.00 0.388 0.384 --- 0.00 17 1.42 2.60 0.505 0.384 --- 0.12 18 1.50 2.70 0.524 0.384 --- 0.14 19 1.58 2.40 0.466 0.384 --- 0.08 20 1.67 2.70 0.524 0.384 --- 0.14 21 1.75 3.30 0.640 0.384 --- 0.26 22 1.83 3.10 0.602 0.384 -- - 0.22 23 1.92 2.90 0.563 0.384 --- 0.18 24 2.00 3.00 0.582 0.384 --- 0.20 25 2.08 3.10 0.602 0.384 --- 0.22 26 2.17 4.20 0.815 0.384 --- 0.43 27 2.25 5.00 0.970 0.384 --- 0.59 28 2.33 3.50 0.679 0.384 -.-- 0.30 Page 2 CEXISTING310.0ut 29 2.42 6.80 1.319 0.384 --- 0.94 30 2.50 7.30 1.416 0.384 --- 1.03 31 2. 58 8.20 1.591 0.384 -- 1.21 32 2.67 5.90 1.145 0.384 - - 0.76 33 2.75 2.00 0.388 0.384 ---- 0.00 34 2.83 1.80 0.349 0.384 0.314 0.03 35 2.92 1.80 0.349 0. 384 0.314 0.03 36 3.00 0.60 0.116 0.384 0.105 0.01 Sum = 100.0 Sum = 7.4 Flood volume = Effective rainfall 0.62(In) times area 15.2(Ac.)/[(In)/(Ft.)] = 0.8(Ac.Ft) Total soil loss = 1.00(In) Total soil loss = 1.269(Ac.Ft) Total rainfall = 1.62(In) Flood volume = 33952.6 Cubic Feet Total soil loss = 55267.3 Cubic Feet --------------------------- - ----- Peak flow rate of this hydrograph = 15.959(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T 0 R M Runoff H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 5.0 10.0 15.0 20.0 ----------------------------------------------------------------------- 0+ 5 0.0003 0.04 Q I I ! 0+10 0.0019 0.24 Q 0+15 0.0041 0.32 Q i 0+20 0.0064 0.34 Q 0+25 0.0092 0.40 Q I 0+30 0.0122 0.44 Q I I 0+35 0.0155 0.48 Q I I II 0+40 0.0188 0.47 Q 0+45 0.0223 0.51 IQ 0+50 0.0258 0.52 IQ I I 0+55 0.0291 0.48 QV I I ! 1+ 0 0.0325 0.48 QV I I I 1+ 5 0.0361 0.53 IQ I I ! ! 1+10 0.0403 0.61 IQv I ! II 1+15 0.0447 0.64 IQV 1+20 0.0487 0.59 IQv I 1+25 0.0520 0.47 Q V I I 1+30 0.0610 1.30 I Qv 1+35 0.0727 1.70 Q I ! I 1+40 0.0833 1.54 QV I I 1+45 0.0976 2.08 QV I I I 1+50 0.1189 3.09 Q I I 1+55 0.1407 3.17 QV I I II 2+ 0 0.1611 2.96 Q V I 2+ 5 0.1821 3.04 Q VI ( I I 2+10 0.2065 3.55 Q V II 2+15 08 75.56.10 IQV v � I 2+25 0.3394 Q 6.63 I Q V I ! 2+30 0.4167 11.24 I VQ I I 2+35 0.5145 14.20 I I I V Q 2+40 0.6244 15.96 I ' I Q I VQV I 2+45 0.7093 12.32 2+50 0.7455 5.26 I Q I I V 2+55 0.7627 2.50 I Q I I I VI Page 3 CEXISTING310.out 3+ 0 0.7718 1.33 I Q I I ! V! 3+ 5 0.7762 0.63 IQ ( I I VI 3+10 0.7782 0.30 Q I I I VI 3+15 0.7791 0.13 Q I I ( vI 3+20 0.7793 0.03 Q I I I VI 3+25 0.7794 0.01 Q I I vI 3+30 0.7794 0.00 Q I ! VI 3+35 0.7794 0.00 Q I ( IVI 3+40 0.7794 0.00 Q I I I v Page 4 CEXISTING3100.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CEXISTING3100.out ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ -------------------------- Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values used English units used in output format EXISTING AREA C UNIT AREA HYDROGRAPH 100 YEAR BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Drainage Area = 15.20(Ac.) = 0.024 sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. 25% of lag time = 1.45 Min. 40% of lag time = 2.32 Min. Unit time = 5.00 Min. Duration of storm = 3 Hour(s) User Entered Base F1oW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] weighting[1*2] 15.20 1.00 15.20 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] weighting[1*2] 15.20 2.50 38.00 STORM EVENT (YEAR) = 100.00 Area Averaged 2-Year Rainfall = 1.000(In) Area Averaged 100-Year Rainfall = 2.500(In) Point rain (area averaged) = 2.500(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 2.500(In) sub-Area Data: Area(Ac.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(Ac.) Page 1 CEXI5TING3100.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 68.0 68.0 0.384 0.000 0.384 1.000 0.384 Sum (F) = 0.384 Area averaged mean soil loss (F) (In/Hr) = 0.384 Minimum soil loss rate ((In/Hr)) = 0.192 (for 24 hour storm duration) soil low loss rate (decimal) = 0.900 ---------------------------------------------------------------- u n i t H y d r o g r a p h FOOTHILL S-Curve ----------------------------------------------------------------------- unit Hydrograph Data ---------------------------------------------- ----------------------- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) 1 0.083 86.177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 ---------------------------------------------------------------------- unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 1.30 0.390 0.384 --- 0.01 2 0.17 1.30 0.390 0.384 ----- 0.01 3 0.25 1.10 0.330 0.384 0.297 0.03 4 0.33 1.50 0.450 0.384 --- 0.07 5 0.42 1.50 0.450 0.384 --- 0.07 6 0.50 1.80 0.540 0.384 --- 0.16 7 0.58 1.50 0.450 0.384 --- 0.07 8 0.67 1.80 0.540 0.384 --- 0.16 9 0.75 1.80 0.540 0.384 - - 0.16 10 0.83 1.50 0.450 0.384 --- 0.07 11 0.92 1.60 0.480 0.384 -- 0.10 12 1.00 1.80 0.540 0.384 --- 0.16 13 1.08 2.20 0.660 0.384 --- 0.28 14 1.17 2.20 0.660 0.384 - - 0.28 15 1.25 2.20 0.660 0.384 --- 0.28 16 1.33 2.00 0.600 0.384 --- 0.22 17 1.42 2.60 0.780 0.384 --- 0.40 18 1.50 2.70 0.810 0.384 --- 0.43 19 1.58 2.40 0.720 0.384 - - 0.34 20 1.67 2.70 0.810 0.384 --- 0.43 21 1.75 3.30 0.990 0.384 --- 0.61 22 1.83 3.10 0.930 0.384 --- 0.55 23 1.92 2.90 0.870 0.384 - - 0.49 24 2.00 3.00 0.9007 0.384 --- 0.52 25 2.08 3.10 0.930 0.384 --- 0. 55 26 2.17 4.20 1.260 0.384 -- 0.88 27 2.25 5.00 1.500 0.384 --- 1.12 28 2.33 3.50 1.050 0.384 --- 0.67 Page 2 CEXISTING3100.out 29 2.42 6.80 2.040 0.384 --- 1.66 30 2.50 7.30 2.190 0.384 1.81 31 2.58 8.20 2.460 0.384 - - 2.08 32 2.67 5.90 1.770 0.384 --- 1.39 33 2.75 2.00 0.600 0.384 - - 0.22 34 2.83 1.80 0.540 0.384 --- 0.16 35 2.92 1.80 0. 540 0.384 --- 0.16 36 3.00 0.60 0.180 0.384 0.162 0.02 Sum = 100.0 Sum = 16.5 Flood volume = Effective rainfall 1.37(In) times area 15.2(AC.)/[(In)/(Ft.)] = 1.7(AC.Ft) Total soil loss = 1.13(In) Total soil loss = 1.425(AC.Ft) Total rainfall = 2. 50(In) Flood volume = 75851.5 Cubic Feet Total soil loss = 62079.3 Cubic Feet Peak flow rate of this hydrograph = ~27.882(CFS) -------------------------------------------------------------------- +++++++++++++++++++++++++++++++++++++++++++++..+++++++++++++++++++++ 3 - H O U R S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume AC.Ft Q(CFS) 0 7.5 15.0 22.5 30.0 ----------------------------_-_-_-------------------------------------- 0+ 5 0.0001 0.01 Q 0+10 0.0005 0.06 Q 0+15 0.0013 0.12 Q 0+20 0.0041 0.40 Q I I I 0+25 0.0093 0.76 VQ I ( I 0+30 0.0165 1.05 VQ I I I 0+35 0.0281 1.69 V Q I 0+40 0.0381 1.45 VQ I 0+45 0.0518 1.99 IvQ 0+50 0.0662 2.09 IvQ I ( II 0+55 0.0766 1.51 IvQ I 1+ 0 0.0876 1.59 I Q I I 1+ 5 0.1030 2.25 I Q I I I 1+10 0.1264 3.39 I V Q I ! 1+15 0.1532 3.89 I V Q I I 1+20 0.1807 4.00 I VQ 1+25 0.2075 3.89 I VQ 1+30 0.2433 5.19 I VQ 1+35 0.2834 5.83 I VQ ( ! 1+40 0.3219 5.58 I Q I 1+45 0.3661 6.42 I Q 1+50 0.4212 7.99 I VQ 1+55 0.4770 8.11 I Q 2+ 0 0.5306 7.78 I Q V 2+ 5 0.5851 7.91 I Q V I 2+10 0.6450 8.69 ( IQ V ! I 2+15 0.7264 11.81 ( I Qv I 2+20 0.8240 14.18 I I Q I 2+25 0.9167 13.46 I Q V I I 2+30 1.0585 20.58 I = V Q I I 2+35 1.2317 25.16 I I I V I Q I 2+40 1.4238 27.88 I ! I v Q 2+45 1.5770 22.25 I I 2+50 1.6540 11.18 I ( Q I QI Vv 2+55 1.6957 6.05 I Q I I I v I Page 3 CEXISTING3100.out 3+ 0 1.7213 3.71 I Q I I vl 3+ 5 1.7329 1.68 I Q I I VI 3+10 1.7380 0.75 Q I I I VI 3+15 1.7402 0.32 Q l I I vI 3+20 1.7409 0.10 Q I I I VI 3+25 1.7412 0.04 Q I I I VI 3+30 1.7413 0.02 Q I I vI 3+35 1.7413 0.00 Q I I vI 3+40 1.7413 0.00 Q I I I v Page 4 CEXISTING62.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 Study date 05/07/05 File: CEXISTING62.out +++++++++++++++++++.++++++++++++++++++++++++++++++++++++++++++++++++++++ -------------------------------------------------------------------------- Riverside County Synthetic unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values used English units used in output format --------------------------------------------------------------------- EXISTING AREA C UNIT AREA HYDROGRAPH 2 YEAR BY: MATTHEW W. BUSCH --------------------------------------------------------------------- Drainage Area = 15.20(Ac.) = 0.024 Sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. 25% of lag time = 1.45 Min. 40% of lag time = 2.32 Min. Unit time = 5.00 Min. Duration of storm = 6 Hour(s) user Entered Base FloW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] weighting[1*2] 15.20 1.40 21.28 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] weighting[1*2] 15.20 3.50 53.20 STORM EVENT (YEAR) = 2.00 Area Averaged 2-Year Rainfall = 1.400(In) Area Averaged 100-Year Rainfall = 3.500(In) Point rain (area averaged) = 1.400(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 1.400(In) sub-Area Data: Area(Ac.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(Ac.) Page 1 CEXI5TING62.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 68.0 48.6 0.586 0.000 0.586 1.000 0.586 Sum (F) = 0.586 Area averaged mean soil loss (F) (In/Hr) = 0.586 Minimum soil loss rate ((In/Hr)) = 0.293 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.900 ----------------------------------------------------------------------- u n i t H y d r o g r a p h FOOTHILL S-Curve --------------------------------------------------------------------------- unit Hydrograph Data ---------------------------------------------------------------------- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) 1 0.083 86.177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 --------------------------------------------------------------- unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.50 0.084, 0.586 0.076 0.01 2 0.17 0.60 0.101 0.586 0.091 0.01 3 0.25 0.60 0.101 0.586 0.091 0.01 4 0.33 0.60 0.101 0.586 0.091 0.01 5 0.42 0.60 0.101 0.586 0.091 0.01 6 0.50 0.70 0.118 0.586 0.106 0.01 7 0.58 0.70 0.118 0.586 0.106 0.01 8 0.67 0.70 0.118 0.586 0.106 0.01 9 0.75 0.70 0.118 0.586 0.106 0.01 10 0.83 0.70 0.118 0.586 0.106 0.01 11 0.92 0.70 0.118 0.586 0.106 0.01 12 1.00 0.80 0.134 0.586 0.121 0.01 13 1.08 0.80 0.134 0.586 0.121 0.01 14 1.17 0.80 0.134 0.586 0.121 0.01 15 1.25 0.80 0.134 0.586 0.121 0.01 16 1.33 0.80 0.134 0.586 0.121 0.01 17 1.42 0.80 0.134 0.586 0.121 0.01 18 1.50 0.80 0.134 0.586 0.121 0.01 19 1.58 0.80 0.134 0.586 0.121 0.01 20 1.67 0.80 0.134 0.586 0.121 0.01 21 1.75 0.80 0.134 0.586 0.121 0.01 22 1.83 0.80 0.134 0.586 0.121 0.01 23 1.92 0.80 0.134 0.586 0.121 0.01 24 2.00 0.90 0.151 0.586 0.136 0.02 25 2.08 0.80 0.134 0.586 0.121 0.01 26 2.17 0.90 0.151 0.586 0.136 0.02 27 2.25 0.90 0.151 0.586 0.136 0.02 28 2.33 0.90 0.151 0.586 0.136 0.02 Page 2 CEXISTING62.out 29 2.42 0.90 0.151 0.586 0.136 0.02 30 2.50 0.90 0.151 0.586 0.136 0.02 31 2.58 0.90 0.151 0.586 0.136 0.02 32 2.67 0.90 0.151 0.586 0.136 0.02 33 2.75 1.00 0.168 0.586 0.151 0.02 34 2.83 1.00 0.168 0.586 0.151 0.02 35 2.92 1.00 0.168 0.586 0.151 0.02 36 3.00 1.00 0.168 0.586 0.151 0.02 37 3.08 1.00 0.168 0.586 0.151 0.02 38 3.17 1.10 0.185 0.586 0.166 0.02 39 3.25 1.10 0.185 0.586 0.166 0.02 40 3.33 1.10 0.185 0.586 0.166 0.02 41 3.42 1.20 0.202 0. 586 0.181 0.02 42 3.50 1.30 0.218 0. 586 0.197 0.02 43 3.58 1.40 0.235 0. 586 0.212 0.02 44 3.67 1.40 0.235 0. 586 0.212 0.02 45 3.75 1. 50 0.252 0.586 0.227 0.03 46 3.83 1. 50 0.252 0.586 0.227 0.03 47 3.92 1.60 0.269 0.586 0.242 0.03 48 4.00 1.60 0.269 0.586 0.242 0.03 49 4.08 1.70 0.286 0.586 0.257 0.03 50 4.17 1.80 0.302 0.586 0.272 0.03 51 4.25 1.90 0.319 0.586 0.287 0.03 52 4.33 2.00 0.336 0.586 0.302 0.03 53 4.42 2.10 0.353 0.586 0.318 0.04 54 4.50 2.10 0.353 0.586 0.318 0.04 55 4.58 2.20 0.370 0.586 0.333 0.04 56 4.67 2.30 0.386 0.586 0.348 0.04 57 4.75 2.40 0.403 0. 586 0.363 0.04 58 4.83 2.40 0.403 0.586 0.363 0.04 59 4.92 2.50 0.420 0.586 0.378 0.04 60 5.00 2.60 0.437 0.586 0.393 0.04 61 5.08 3.10 0.521 0.586 0.469 0.05 62 5.17 3.60 0.605 0.586 --- 0.02 63 5.25 3.90 0.655 0.586 --- 0.07 64 5.33 4.20 0.706 0.586 - - 0.12 65 5.42 4.70 0.790 0.586 --- 0.20 66 5.50 5.60 0.941 0.586 --- 0.36 67 5.58 1.90 0.319 0.586 0.287 0.03 68 5.67 0.90 0.151 0.586 0.136 0.02 69 5.75 0.60 0.101 0.586 0.091 0.01 70 5.83 0.50 0.084 0.586 0.076 0.01 71 5.92 0.30 -- 0.050 0.586 0.045 0.01 72 6.00 0.20 0.034 0.586 0.030 0.00 Sum = 100.0 Sum = 2.1 Flood volume = Effective rainfall 0.17(In) times area 15.2(Ac.)/[(In)/(Ft.)] = 0.2(Ac.Ft) Total soil loss = 1.23(In) Total soil loss = 1.554(Ac.Ft) Total rainfall = 1.40(In) Flood volume = 9552.5 Cubic Feet Total soil loss = 67689.8 Cubic Feet --------------------------------------------------------------------- Peak flow rate of this hydrograph = 3.783(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T O R M Runoff H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 Page 3 CEXISTING62 .out -------- --- --------_. ----------------------------- -- - 0+ 5 0.0001 0.01 Q I I I I 0+10 0.0007 0.08 Q I I I 0+15 0.0015 0.12 Q 0+20 0.0025 0.14 Q 0+25 0.0035 0.15 Q I I I 0+30 0.0046 0.15 Q 0+35 0.0058 0.17 QV 0+40 0.0070 0.18 QV I I I 0+45 0.0082 0.18 QV I I 0+50 0.0094 0.18 QV I 0+55 0.0107 0.18 QV I I I I 1+ 0 0.0119 0.18 Q V 1+ 5 0.0133 0.20 Q V 1+10 0.0147 0.20 Q V ( I 1+15 0.0161 0.20 Q V ( I I 1+20 0.0175 0.21 Q V 1+25 0.0189 0.21 Q V I I ! 1+30 0.0203 0.21 Q V I ( I 1+35 0.0217 0.21 Q V I I 1+40 0.0232 0.21 Q V I I I 1+45 0.0246 0.21 Q V I 1+50 0.0260 0.21 Q V 1+55 0.0274 0.21 Q V 2+ 0 0.0289 0.21 Q V I I 2+ 5 0.0304 0.22 Q V I ! I 2+10 0.0318 0.21 Q V I I 2+15 0.0334 0.22 Q V 2+20 0.0350 0.23 Q V I I 2+25 0.0366 0.23 Q V 2+30 0.0381 0.23 Q V 2+35 0.0397 0.23 Q V 2+40 0.0413 0.23 Q V I I 2+45 0.0429 0.23 Q V I I I 2+50 0.0447 0.25 Q V I 2+55 0.0464 0.25 IQ V ! I I 3+ 0 0.0482 0.26 IQ V I I I 3+ 5 0.0499 0.26 IQ VI I I I 3+10 0.0517 0.26 IQ VI I I 3+15 0.0536 0.27 IQ VI I ! 3+20 0.0555 0.28 IQ V I I! 3+25 0.0575 0.28 IQ V I I 3+30 0.0596 0.30 IQ V 3+35 0.0618 0.32 IQ Iv I I 3+40 0.0642 0.34 IQ IV 3+45 0.0666 0.36 IQ I V 3+50 0.0692 0.37 IQ I V 3+55 0.0718 0.38 :Q I V 4+ 0 0.0746 0.40 Q ( V 4+ 5 0.0774 0.41 IQ I V I 4+10 0.0804 0.43 IQ I v 4+15 0.0835 0.45 IQ v 4+20 0.0867 0.48 IQ V I 4+25 0.0902 0.50 I Q V 4+30 0.0938 0.52 I Q I v 4+35 0.0975 0.54 I Q ( V 4+40 0.1013 0.56 I Q I V I 4+45 0.1053 0.58 I Q I VI I I 4+50 0.1095 0.60 I Q I vl I I 4+55 0.1137 0.61 I Q I V 5+ 0 0.1181 0.63 I Q I IV 5+ 5 0.1227 0.67 I Q I I V 5+10 0.1274 0.69 I Q I I V Page 4 CEXISTING62.out 5+15 0.1311 0.54 I Q I I v 5+20 0.1375 0.92 I Q I I v I I 5+25 0.1484 1.59 I Q I I v 5+30 0.1671 2.71 I Q I V II 5+35 0.1932 3.78 I I Q I I v 5+40 0.2060 1.86 I Q I I I v 5+45 0.2122 0.90 I Q I I I v I 5+50 0.2154 0.47 IQ I I vI 5+55 0.2171 0.25 IQ I I VI 6+ 0 0.2182 0.16 Q I I VI 6+ 5 0.2189 0.10 Q I I I VI 6+10 0.2192 0.04 Q I I I VI 6+15 0.2192 0.01 Q I I I vI 6+20 0.2193 0.01 Q I I I VI 6+25 0.2193 0.00 Q I I VI 6+30 0.2193 0.00 Q I I V! 6+35 0.2193 0.00 Q I I 6+40 0.2193 0.00 Q I I VI ----------------------------------------------------------------------- Page 5 CEXISTING65.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 Study date 05/07/05 File: CEXISTING65.out ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 -------------------------------------------—--------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values used English units used in output format --------------------------------------------------------------------- EXISTING AREA C UNIT AREA HYDROGRAPH 5 YEAR BY: MATTHEW W. BUSCH ------------------------------------ ------------------------------- Drainage Area = 15.20(Ac.) = 0.024 Sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. 25% of lag time = 1.45 Min. 40% of lag time = 2.32 Min. Unit time = 5.00 Min. Duration of storm = 6 Hour(s) user Entered Base Flow = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In)[2] weighting[1*2] 15.20 1.40 21.28 100 YEAR Area rainfall data: Area(Ac.) [1] Rainfall(In) [2] weighting[1*2] 15.20 3.50 53.20 STORM EVENT (YEAR) = 5.00 Area Averaged 2-Year Rainfall = 1.400(In) Area Averaged 100-Year Rainfall = 3.500(In) Point rain (area averaged) = 1.892(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 1.892(In) sub-Area Data: Area(Ac.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(Ac.) Page 1 CEXI5TING65.out RI RI Infil . Rate Impervious Adjin/Hr) Infil . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (Dec.) (In/Hr) 68.0 48.6 0.586 0.000 0.586 1.000 0.586 Sum (F) = 0.586 Area averaged mean soil loss (F) (In/Hr) = 0.586 Minimum soil loss rate ((In/Hr)) = 0.293 (for 24 hour storm duration) soil low loss rate (decimal) = 0.900 --------------------------------------------------------------------- u n i t H y d r o g r a p h FOOTHILL S-Curve --------------------------------------------------------------------- Unit Hydrograph Data --------------------------------------------------------------------- unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS) ------------------------------------------------------------------- - - 1 0.083 86:177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 ----------------------------------------------------------------------- Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max I Low (In/Hr) 1 0.08 0.50 0.114 0. 586 0.102 0.01 2 0.17 0.60 0,136 0.586 0.123 0.01 3 0.25 0.60 0.136 0. 586 0.123 0.01 4 0.33 0.60 0.136 0. 586 0.123 0.01 5 0.42 0.60 0.136 0. 586 0.123 0.01 6 0.50 0.70 0.159 0.586 0.143 0.02 7 0.58 0.70 0.159 0.586 0.143 0.02 8 0.67 0.70 0.159 0.586 0.143 0.02 9 0.75 0.70 0.159 0.586 0.143 0.02 10 0.83 0.70 0.159 0.586 0.143 0.02 11 0.92 0.70 0.159 0.586 0.143 0.02 12 1.00 0.80 0.182 0.586 0.163 0.02 13 1.08 0.80 0.182 0.586 0.163 0.02 14 1.17 0.80 0.182 0.586 0.163 0.02 15 1.25 0.80 0.182 0.586 0.163 0.02 16 1.33 0.80 0.182 0. 586 0.163 0.02 17 1.42 0.80 0.182 0. 586 0.163 0.02 18 1.50 0.80 0.182 0. 586 0.163 0.02 19 1,58 0.80 0.182 0.586 0.163 0.02 20 1.67 0.80 0.182 0.586 0.163 0.02 21 1.75 0.80 0.182 0.586 0.163 0.02 22 1.83 0.80 0.182 0.586 0.163 0.02 23 1.92 0.80 0.182 0. 586 0.163 0.02 24 2.00 0.90 0.204 0.586 0.184 0.02 25 2.08 0.80 0.182 0.586 0.163 0.02 26 2.17 0.90 0.204 0.586 0.184 0.02 27 2.25 0.90 0.204 0.586 0.184 0.02 28 2.33 0.90 0.204 0.586 0.184 0.02 Page 2 CEXISTING65.out 29 2.42 0.90 0.204 0.586 0.184 0.02 30 2.50 0.90 0.204 0.586 0.184 0.02 31 2.58 0.90 0.204 0.586 0.184 0.02 32 2.67 0.90 0.204 0.586 0.184 0.02 33 2.75 1.00 0.227 0.586 0.204 0.02 34 2.83 1.00 0.227 0.586 0.204 0.02 35 2.92 1.00 0.227 0.586 0.204 0.02 36 3.00 1.00 0.227 0.586 0.204 0.02 37 3.08 1.00 0.227 0.586 0.204 0.02 38 3.17 1.10 0.250 0.586 0.225 0.02 39 3.25 1.10 0.250 0.586 0.225 0.02 40 3.33 1.10 0.250 0.586 0.225 0.02 41 3.42 1.20 0.272 0.586 0.245 0.03 42 3.50 1.30 0.295 0.586 0.266 0.03 43 3.58 1.40 0.318 0.586 0.286 0.03 44 3.67 1.40 0.318 0.586 0.286 0.03 45 3.75 1.50 0.341 0.586 0.306 0.03 46 3.83 1.50 0.341 0.586 0.306 0.03 47 3.92 1.60 0.363 0.586 0.327 0.04 48 4.00 1.60 0.363 0.586 0.327 0.04 49 4.08 1.70 0.386 0.586 0.347 0.04 50 4.17 1.80 0.409 0.586 0.368 0.04 51 4.25 1.90 0.431 0.586 0.388 0.04 52 4.33 2.00 0.454 0.586 0.409 0.05 53 4.42 2.10 0.477 0.586 0.429 0.05 54 4.50 2.10 0.477 0.586 0.429 0.05 55 4.58 2.20 0.499 0.586 0.449 0.05 56 4.67 2.30 0.522 0.586 0.470 0.05 57 4.75 2.40 0.545 0.586 0.490 0.05 58 4.83 2.40 0.545 0.586 0.490 0.05 59 4.92 2.50 0.568 0.586 0.511 0.06 60 5.00 2.60 0.590 0.586 --- 0.00 61 5.08 3.10 0.704 0.586 --- 0.12 62 5.17 3.60 0.817 0.586 --- 0.23 63 5.25 3.90 0.885 0.586 --- 0.30 64 5.33 4.20 0.953 0.586 -- 0.37 65 5.42 4.70 1.067 0.586 --- 0.48 66 5.50 5.60 1.271 0.586 --- 0.69 67 5.58 1.90 0.431 0.586 0.388 0.04 68 5.67 0.90 0.204 0.586 0.184 0.02 69 5.75 0.60 0.136 0.586 0.123 0.01 70 5.83 0.50 0.114 0.586 0.102 0.01 71 5.92 0.30 0.068 0.586 0.061 0.01 72 6.00 0.20 0.045 0.586 0.041 0.00 Sum = 100.0 Sum = 3.8 Flood volume = Effective rainfall 0.32(In) times area 15.2(Ac.)/[(In)/(Ft.)] = 0.4(Ac.Ft) Total soil loss = 1.57(In) Total soil loss = 1.992(Ac.Ft) Total rainfall = 1.89(In) Flood volume = 17608.1 Cubic Feet Total soil loss = 86772.3 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 7.901(CFS) -------------------------------------------------------------------- +++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 Page 3 CEXISTING65.out ---------------------------------- I ----------------------- 0+ 5 0.0001 0.02 Q 0+10 0.0009 0.11 Q 0+15 0.0021 0.17 Q 0+20 0.0034 0.19 Q 0+25 0.0048 0.20 Q I I I 0+30 0.0062 0.21 Q I I I 0+35 0.0078 0.23 Q I I I 0+40 0.0094 0.24 Q 0+45 0.0111 0.24 QV 0+50 0.0127 0.24 Qv I I I 0+55 0.0144 0.24 QV I I I I 1+ 0 0.0161 0.25 QV 1+ 5 0.0179 0.27 IQ 1+10 0.0198 0.27 IQ I 1+15 0.0217 0.28 IQV ! 1+20 0.0236 0.28 IQV I I I 1+25 0.0256 0.28 IQV I ! I I 1+30 0.0275 0.28 IQV I II I I 1+35 0.0294 0.28 IQV I I ! 1+40 0.0313 0.28 IQ V I I I I! 1+45 0.0332 0.28 IQ V 1+50 0.0351 0.28 IQ V 1+55 0.0371 0.28 IQ V I I I I 2+ 0 0.0390 0.28 IQ v I 2+ 5 0.0410 0.30 IQ V ( I I I 2+10 0.0430 0.29 IQ V I I I 2+15 0.0451 0.30 IQ V I I I 2+20 0.0472 0.31 IQ V I 2+25 0.0494 0.31 IQ V 2+30 0.0515 0.31 IQ V I ( ! 2+35 0.0537 0.31 IQ V I I I 2+40 0.0559 0.31 IQ V I I I 2+45 0.0580 0.32 IQ V I I I 2+50 0.0603 0.33 IQ V 2+55 0.0627 0.34 IQ V I I 3+ 0 0.0651 0.35 IQ V 3+ 5 0.0675 0.35 IQ v 3+10 0.0699 0.35 IQ V I I I 3+15 0.0724 0.37 IQ V I 3+20 0.0750 0.38 IQ V I 3+25 0.0777 0.38 IQ V I 3+30 0.0805 0.41 IQ V I 3+35 0.0835 0.44 IQ V 3+40 0.0867 0.47 Q v 3+45 0.0900 0.48 Q V I 3+50 0.0935 0.51 Q VI I ! 3+55 0.0971 0.52 = Q VI I 4+ 0 0.1008 0.54 ( Q vl 4+ 5 0.1046 0.55 I Q V I I 4+10 0.1086 0.58 ( Q V 4+15 0.1128 0.61 I Q IV 4+20 0.1172 0.64 I Q IV 4+25 0.1219 0.68 ( Q I v I 4+30 0.1268 0.71 Q I V 4+35 0.1318 0.72 Q I v 4+40 0.1369 0.75 I Q I V 4+45 0.1423 0.78 Q I V I 4+50 0.1479 0.81 Q I V I 4+55 0.1536 0.83 Q I V I 5+ 0 0.1589 0.77 Q I V 5+ 5 0.1627 0.55 I Q I V ! 5+10 0.1727 1.45 I Q I V I Page 4 CEXISTING65.out 5+15 0.1918 2.78 1 IQ v I I I 5+20 0.2189 3.94 I 1 Q Iv I I 5+25 0.2541 5.10 I I Q v I 1 5+30 0.3006 6.74 I I 1 Q vl 5+35 0.3550 7.90 I I I IQ v 1 5+40 0.3804 3.69 I ( Q I I v l 5+45 0.3921 1.70 I Q I I I v l 5+50 0.3980 0.85 I Q I I I vl 5+55 0.4009 0.42 IQ I ! I vl 6+ 0 0.4026 0.25 IQ I I! I vl 6+ 5 0.4037 0.15 Q I I vl 6+10 0.4040 0.05 Q I I vl 6+15 0.4041 0.02 Q I I vl 6+20 0.4042 0.01 Q I I I vl 6+25 0.4042 0.00 Q I I I vl 6+30 0.4042 0.00 Q ( I I vl 6+35 0.4042 0.00 Q ( I I vl 6+40 0.4042 0.00 Q I I I v ----------------------------------------------------------------------- Page 5 CEXISTING610.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 Study date 05/07/05 File: CEXISTING610.out ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++...H9++++++ ------------------------------------------------------------------------- Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 ------------------------------------------------------------------------ English (in-lb) Input units used English Rainfall Data (Inches) Input values Used English Units used in output format EXISTING AREA C UNIT AREA HYDROGRAPH 10 YEAR BY: MATTHEW W. BUSCH --------------------------------------------------------------------- Drainage Area = 15.20(Ac.) - 0.024 Sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. 25% of lag time = 1.45 Min. 40% of lag time = 2.32 Min. Unit time = 5.00 Min. Duration of storm = 6 Hour(s) user Entered Base FLOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] weighting[1*2] 15.20 1.40 21.28 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] Weighting[1*2] 15.20 3.50 53.20 STORM EVENT (YEAR) = 10.00 Area Averaged 2-Year Rainfall = 1.400(In) Area Averaged 100-Year Rainfall = 3.500(In) Point rain (area averaged) = 2.264(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 2.264(In) Sub-Area Data: Area(Ac.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(Ac.) Page 1 CEXI5TING610.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 68.0 68.0 0.384 0.000 0.384 1.000 0.384 Sum (F) = 0.384 Area averaged mean soil loss (F) (In/Hr) = 0.384 Minimum soil loss rate ((In/Hr)) = 0.192 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.900 --------------------------------------------------------------------- u n i t H y d r o g r a p h FOOTHILL S-Curve unit Hydrograph Data ----------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS) 1 0.083 86.177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 -------------------------------------------- Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.50 0.136 0.384 0.122 0.01 2 0.17 0.60 0.163 0.384 0.147 0.02 3 0.25 0.60 0.163 0.384 0.147 0.02 4 0.33 0.60 0.163 0.384 0.147 0.02 5 0.42 0.60 0.163 0.384 0.147 0.02 6 0.50 0.70 0.190 0.384 0.171 0.02 7 0.58 0.70 0.190 0.384 0.171 0.02 8 0.67 0.70 0.190 0.384 0.171 0.02 9 0.75 0.70 0.190 0.384 0.171 0.02 10 0.83 0.70 0.190 0.384 0.171 0.02 11 0.92 0.70 0.190 0.384 0.171 0.02 12 1.00 0.80 0.217 0.384 0.196 0.02 13 1.08 0.80 0.217 0.384 0.196 0.02 14 1.17 0.80 0.217 0.384 0.196 0.02 15 1.25 0.80 0.217 0.384 0.196 0.02 16 1.33 0.80 0.217 0.384 0.196 0.02 17 1.42 0.80 0.217 0.384 0.196 0.02 18 1.50 0.80 0.217 0.384 0.196 0.02 19 1.58 0.80 0.217 0.384 0.196 0.02 20 1.67 0.80 0.217 0.384 0.196 0.02 21 1.75 0.80 0.217 0.384 0.196 0.02 22 1.83 0.80 0.217 0.384 0.196 0.02 23 1.92 0.80 0.217 0.384 0.196 0.02 24 2.00 0.90 0.244 0.384 0.220 0.02 25 2.08 0.80 0.217 0.384 0.196 0.02 26 2.17 0.90 0.244 0.384 0.220 0.02 27 2.25 0.90 0.244 0.384 0.220 0.02 28 2.33 0.90 0.244 0.384 0.220 0.02 Page 2 CEXISTING610.out 29 2.42 0.90 0.244 0.384 0.220 0.02 30 2.50 0.90 0.244 0.384 0.220 0.02 31 2.58 0.90 0.244 0.384 0.220 0.02 32 2.67 0.90 0.244 0.384 0.220 0.02 33 2.75 1.00 0.272 0.384 0.244 0.03 34 2.83 1.00 0.272 0.384 0.244 0.03 35 2.92 1.00 0.272 0.384 0.244 0.03 36 3.00 1.00 0.272 0.384 0.244 0.03 37 3.08 1.00 0.272 0.384 0.244 0.03 38 3.17 1.10 0.299 0.384 0.269 0.03 39 3.25 1.10 0.299 0.384 0.269 0.03 40 3.33 1.10 0.299 0.384 0.269 0.03 41 3.42 1.20 0.326 0.384 0.293 0.03 42 3.50 1.30 0.353 0.384 0.318 0.04 43 3.58 1.40 0.380 0.384 0.342 0.04 44 3.67 1.40 0.380 0.384 0.342 0.04 45 3.75 1.50 0.407 0.384 --- 0.02 46 3.83 1.50 0.407 0.384 --- 0.02 47 3.92 1.60 0.435 0.384 --- 0.05 48 4.00 1.60 0.435 0.384 - 0.05 49 4.08 1.70 0.462 0.384 --- 0.08 50 4.17 1.80 0.489 0.384 --- 0.11 51 4.25 1.90 0.516 0.384 --- 0.13 52 4.33 2.00 0.543 0.384 0.16 53 4.42 2.10 0.570 0.384 --- 0.19 54 4.50 2.10 0.570 0.384 -- 0.19 55 4.58 2.20 0.598 0.384 ---- 0.21 56 4.67 2.30 0.625 0.384 --- 0.24 57 4.75 2.40 0.652 0.384 --- 0.27 58 4.83 2.40 0.652 0.384 --- 0.27 59 4.92 2.50 0.679 0.384 ---- 0.30 60 5.00 2.60 0.706 0.384 --- 0.32 61 5.08 3.10 0.842 0.384 -- 0.46 62 5.17 3.60 0.978 0.384 --- 0.59 63 5.25 3.90 1.059 0.384 --- 0.68 64 5.33 4.20 1.141 0.384 --- 0.76 65 5.42 4.70 1.277 0.384 --- 0.89 66 5.50 5.60 1.521 0.384 --- 1.14 67 5.58 1.90 0.516 0.384 --- 0.13 68 5.67 0.90 0.244 0.384 0.220 0.02 69 5.75 0.60 0.163 0.384 0.147 0.02 70 5.83 0.50 0.136 0.384 0.122 0.01 71 5.92 0.30 0.081 0.384 0.073 0.01 72 6.00 0.20 0.054 0.384 0.049 0.01 Sum = 100.0 Sum = 8.4 Flood volume = Effective rainfall 0.70(In) times area 15.2(Ac.)/[(In)/(Ft.)] = 0.9(Ac.Ft) Total soil loss = 1.57(In) Total soil loss = 1.984(Ac.Ft) Total rainfall = 2.26(In) Flood volume = 38475.5 Cubic Feet Total soil loss = 86434.0 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 13.942(CFS) -------------------------------------------------------------------- ++++++4+++++++++++++++-H-+++++++++++++++++-t+++++++-i-+++++++++++++++++++ 6 - H O U R S T 0 R M Runoff H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 5.0 10.0 15.0 20.0 Page 3 CEXISTING610.OUt _.__.. __ ---------------------------------------------------- - 0+ 5 0.0001 0.02 Q I I I I 0+10 0.0011 0.13 Q I I I I 0+15 0.0025 0.20 Q 0+20 0.0040 0.23 Q 0+25 0.0057 0.24 Q 0+30 0.0074 0.25 Q 0+35 0.0093 0.27 Q I I I 0+40 0.0113 0.28 Q 0+45 0.0133 0.29 Q I I 0+50 0.0153 0.29 Q 0+55 0.0173 0.29 Q I I I! 1+ 0 0.0193 0.30 Q I I ! 1+ 5 0.0215 0.32 Q I I I 1+10 0.0237 0.33 Qv I I I 1+15 0.0260 0.33 QV I I I 1+20 0.0283 0.33 QV 1+25 0.0306 0.33 QV I I 1+30 0.0329 0.33 Qv 1+35 0.0352 0.33 QV I ( I I 1+40 0.0375 0.33 QV I I I I 1+45 0.0398 0.33 Qv I I I 1+50 0.0420 0.33 Qv I 1+55 0.0443 0.33 Q V 2+ 0 0.0467 0.34 Q v I 2+ 5 0.0491 0.35 Q v I I 2+10 0.0515 0.35 Q V I ! 2+15 0.0540 0.36 Q V I ( II 2+20 0.0565 0.37 Q v 2+25 0.0591 0.37 Q V I I 2+30 0.0617 0.37 Q v I I ! 2+35 0.0643 0.37 Q v I I� 2+40 0.0668 0.37 Q V 2+45 0.0695 0.38 Q v 2+50 0.0722 0.40 Q V 2+55 0.0750 0.41 Q v I = = I 3+ 0 0.0779 0.41 Q V 3+ 5 0.0807 0.42 Q V 3+10 0.0836 0.42 Q v i II 3+15 0.0867 0.44 Q v 3+20 0.0898 0.45 Q v I 3+25 0.0930 0.46 Q V I 3+30 0.0963 0.49 Q v 3+35 0.0999 0.52 IQ V 3+40 0.1037 0.56 IQ V I I 3+45 0.1075 0.55 IQ V I 3+50 0.1106 0.44 Q V 3+55 0.1136 0.44 Q V 4+ 0 0.1180 0.64 IQ V I 4+ 5 0.1233 0.77 IQ v I 4+10 0.1306 1.06 I Q V 4+15 0.1404 1.43 I Q V I I 4+20 0.1529 1.82 I Q v I I 4+25 0.1683 2.23 Q v I 4+30 0.1862 2.60 Q v I 4+35 0.2054 2.80 I Q VI 4+40 0.2269 3.12 I Q V 4+45 0.2510 3.50 I Q IV I 4+50 0.2775 3.85 I Q I V I I I 4+55 0.3054 4.05 I Q l V 5+ 0 0.3355 4.37 I Q ( v 5+ 5 0.3694 4.92 QI v I 5+10 0.4132 6.35 1 Q V l Page 4 CEXISTING610.Out 5+15 0.4688 8.08 I I Q Iv I I 5+20 0.5345 9.53 I I QI v I I 5+25 0.6099 10.95 I I IQ v 5+30 0.6989 12.93 I I 1 Q Iv I 5+35 0.7949 13.94 I i Q I v 5+40 0.8424 6.90 I Q I I v l 5+45 0.8636 3.08 I Q I I I vl 5+50 0.8737 1.46 I Q I I I vl 5+55 0.8784 0.68 IQ I ! i VI 6+ 0 0-.8810 0.38 Q ( I 6+ 5 0.8825 0.22 Q I I ! v 6+10 0.8830 0.08 Q I I I v 6+15 0.8832 0.02 Q I I I v 6+20 0.8832 0.01 Q I I I v 6+25 0.8833 0.00 Q I I v 6+30 0.8833 0.00 Q I I vl 6+35 0.8833 0.00 Q I I I vl 6+40 0.8833 0.00 Q ( I I v ------------------------------------------------------------------------- Page 5 CEXISTING6100.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CEXISTING6100.out ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- English (in-lb) Input units Used English Rainfall Data (Inches) Input Values used English units used in output format --------------------------------------------------------------------- EXISTING AREA C UNIT AREA HYDROGRAPH 100 YEAR BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Drainage Area = 15.20(Ac.) = 0.024 sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. 25% of lag time = 1.45 Min. 40% of lag time = 2.32 Min. Unit time = 5.00 Min. Duration of storm = 6 Hour(s) User Entered Base FloW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In)[2] Weighting[1*2] 15.20 1.40 21.28 100 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In) [2] Weighting[1*2] 15.20 3.50 53.20 STORM EVENT (YEAR) = 100.00 Area Averaged 2-Year Rainfall = 1.400(In) Area Averaged 100-Year Rainfall = 3.500(In) Point rain (area averaged) = 3.500(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 3.500(In) sub-Area Data: Area(Ac.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(Ac.) Page 1 CEXI5TING6100.out RI RI Infil . Rate Impervious Adj. Infil . Rate Area% F AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 68.0 68.0 0.384 0.000 0.384 1.000 0.384 Sum (F) = 0.384 Area averaged mean soil loss (F) (in/Hr) = 0.384 Minimum soil loss rate ((In/Hr)) = 0.192 (for 24 hour storm duration) soil low loss rate (decimal) = 0.900 ---------------------------------------------------------------------- u n i t H y d r o g r a p h FOOTHILL S-Curve ---------------------------------------------------- unit Hydrograph Data unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) --------------------------------------------------------------------- 1 0.083 86.177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.50 0.210 0.384 0.189 0.02 2 0.17 0.60 0.252 0.384 0.227 0.03 3 0.25 0.60 0.252 0.384 0.227 0.03 4 0.33 0.60 0.252 0.384 0.227 0.03 5 0.42 0.60 0.252 0.384 0.227 0.03 6 0.50 0.70 0.294 0.384 0.265 0.03 7 0.58 0.70 0.294 0,384 0:-265 0.03 8 0.67 0.70 0.294 0.384 0.265 0.03 9 0.75 0.70 0.294 0.384 0.265 0.03 10 0.83 0.70 0.294 0.384 0.265 0.03 11 0.92 0.70 0.294 0.384 0.265 0.03 12 1.00 0.80 0.336 0.384 0.302 0.03 13 1.08 0.80 0.336 0.384 0.302 0.03 14 1.17 0.80 0.336 0.384 0.302 0.03 15 1.25 0.80 0.336 0.384 0.302 0.03 16 1.33 0.80 0.336 0.384 0.302 0.03 17 1.42 0.80 0.336 0.384 0.302 0.03 18 1.50 0.80 0.336 0.384 0.302 0.03 19 1.58 0.80 0.336 0.384 0.302 0.03 20 1.67 0.80 0.336 0.384 0.302 0.03 21 1.75 0.80 0.336 0.384 0.302 0.03 22 1.83 0.80 0.336 0.384 0.302 0.03 23 1.92 0.80 0.336 0.384 0.302 0.03 24 2.00 0.90 0.378 0.384 0.340 0.04 25 2.08 0.80 0.336 0.384 0.302 0.03 26 2.17 0.90 0.378 0.384 0.340 0.04 27 2.25 0.90 0.378 0.384 0.340 0.04 28 2.33 0.90 0.378 0.384 0.340 0.04 Page 2 CEXISTING6100.out 29 2.42 0.90 0.378 0.384 0.340 0.04 30 2.50 0.90 0.378 0.384 0.340 0.04 31 2.58 0.90 0.378 0.384 0.340 0.04 32 2.67 0.90 0.378 0.384 0.340 0.04 33 2.75 1.00 0.420 0.384 --- 0.04 34 2.83 1.00 0.420 0.384 --- 0.04 35 2.92 1.00 0.420 0.384 --- 0.04 36 3.00 1.00 0.420 0.384 --- 0.04 37 3.08 1.00 0.420 0.384 -- 0.04 38 3.17 1.10 0.462 0.384 - 0.08 39 3.25 1.10 0.462 0.384 --- 0.08 40 3.33 1.10 0.462 0.384 --- 0.08 41 3.42 1.20 0.504 0.384 --- 0.12 42 3. 50 1.30 0.546 0.384 --- 0.16 43 3.58 1.40 0.588 0.384 --- 0.20 44 3.67 1.40 0.588 0.384 - - 0.20 45 3.75 1.50 0.630 0.384 --- 0.25 46 3.83 1.50 0.630 0.384 --- 0.25 47 3.92 1.60 0.672 0.384 --- 0.29 48 4.00 1.60 0.672 0.384 --- 0.29 49 4.08 1.70 0.714 0.384 --- 0.33 50 4.17 1.80 0.756 0.384 --- 0.37 51 4.25 1.90 0.798 0.384 --- 0.41 52 4.33 2.00 0.840 0.384 --- 0.46 53 4.42 2.10 0.882 0.384 --- 0.50 54 4.50 2.10 0.882 0.384 --- 0.50 55 4.58 2.20 0.924 0.384 --- 0.54 56 4.67 2.30 0.966 0.384 --- 0.58 57 4.75 2.40 1.008 0.384 - -- 0.62 58 4.83 2.40 1.008 0.384 --- 0.62 59 4.92 2.50 1.050 0.384 --- 0.67 60 5.00 2.60 1.092 0.384 --- 0.71 61 5.08 3.10 1.302 0.384 --- 0.92 62 5.17 3.60 1.512 0.384 --- 1.13 63 5.25 3.90 1.638 0.384 --- 1.25 64 5.33 4.20 1.764 0.384 --- 1.38 65 5.42 4.70 1.974 0.384 --- 1.59 66 5.50 5.60 2.352 0.384 --- 1.97 67 5.58 1.90 0.798 0.384 --- 0.41 68 5.67 0.90 0.378 0.384 0.340 0.04 69 5.75 0.60 0.252 0.384 0.227 0.03 70 5.83 0.50 0.210 0.384 0.189 0.02 71 5.92 0.30 0.126 0.384 0.113 0.01 72 6.00 0.20 0.084 0.384 0.076 0.01 Sum = 100.0 Sum = 18.3 Flood volume = Effective rainfall 1.52(In) times area 15.2(Ac.)/[(In)/(Ft.)] = 1.9(Ac.Ft) Total soil loss = 1.98(In) Total soil loss = 2.502(Ac.Ft) Total rainfall = 3.50(In) Flood volume = 84100.8 Cubic Feet Total soil loss = 109005.1 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 24.764(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 7.5 15.0 22.5 30.0 Page 3 CEXISTING6100.out 0+ 5 0.0002 0.03 Q I I I I 0+10 0.0017 0.21 Q I I I I 0+15 0.0038 0.31 Q I I I I 0+20 0.0062 0.35 Q I I I I 0+25 0.0088 0.37 Q I I I I 0+30 0.0115 0.39 Q I I I I 0+35 0.0144 0.42 Q I I I I 0+40 0.0174 0.44 Q I I I I 0+45 0.0205 0.45 Q I I I I 0+50 0.0236 0.45 Q I I I I 0+55 0.0267 0.45 Q I I I I 1+ 0 0.0298 0.46 Q I I I I 1+ 5 0.0332 0.49 Q I I I I 1+10 0.0367 0.50 Q I I I 1+15 0.0402 0.51 Q I I I I 1+20 0.0437 0.51 Q I I I I 1+25 0.0473 0.51 Q I I I I 1+30 0.0508 0.51 Qv I I I I 1+35 0.0544 0.51 QV I I I I 1+40 0.0579 0.51 QV I I I I 1+45 0.0615 0.51 QV I I I l 1+50 0.0650 0.51 QV I I I I 1+55 0.0686 0.51 QV I I I I 2+ 0 0.0721 0.52 QV I I I I 2+ 5 0.0759 0.55 Qv I I I I 2+10 0.0796 0.54 Qv I I I I 2+15 0.0835 0.56 QV I I I I 2+20 0.0874 0.57 Qv I I I I 2+25 0.0914 0.58 QV I I I I 2+30 0.0954 0.58 QV I I I I 2+35 0.0993 0.58 Q v I I I I 2+40 0.1033 0.58 Q v I I I 2+45 0.1073 0.58 Q V I I I I 2+50 0.1112 0.57 Q v I I I 2+55 0.1151 0.56 Q V I I I 3+ 0 0.1189 0.56 Q V I I I 3+ 5 0.1228 0.56 Q V I I I I 3+10 0.1271 0.62 Q V I I I I 3+15 0.1337 0.96 IQV I I I I 3+20 0.1412 1.10 IQV I I I I 3+25 0.1497 1.22 IQ V I I I I 3+30 0.1610 1.65 I QV I I I I 3+35 0.1762 2.20 I QV I I I I 3+40 0.1951 2.74 I QV I I I I 3+45 0.2160 3.04 I Q I I I I 3+50 0.2399 3.46 I Q I I I I 3+55 0.2654 3.71 I Qv 4+ 0 0.2938 4.12 I QV I I I I 4+ 5 0.3238 4.36 I QV I I I I 4+10 0.3571 4.83 I QV I I I 4+15 0.3944 5.41 I Qv I I I 4+20 0.4358 6.02 1 QVI I I I 4+25 0.4817 6.65 1 QVI I I I 4+30 0.5314 7.22 I QIV I I 4+35 0.5833 7.53 I Q V I I I 4.+40 0.6386 8.03 I Q V I I I 4+45 0.6980 8.62 I IQ V I I I 4+50 0.7611 9.17 I I Q V I I I 4+55 0.8263 9.47 ( I Q V I I I 5+ 0 0.8950 9.97 I I Q V I I I 5+ 5 0.9694 10.82 I I Q V I I 5+10 1.0592 13.03 I I Q IV I I Page 4 CEXISTING6100.0ut 5+15 1.1674 15.70 1 1 Q V 5+20 1.2910 17.95 1 I I Q V 5+25 1.4297 20.14 1 I I Q vl 5+30 1.5894 23.19 1 I Q v 5+35 1.7600 24.76 I I I 1 Q v 5+40 1.8532 13.54 I I Q I 1 v 5+45 1.8944 5.97 1 Q I I 1 V1 5+50 1.9133 2.75 1 Q I I I VI 5+55 1.9221 1.27 IQ ( I I V1 6+ 0 1.9267 0.67 Q I I I vl 6+ 5 1.9293 0.38 Q I I I vl 6+10 1.9303 0.14 Q I I I bl 6+15 1.9305 0.04 Q I I I vl 6+20 1.9306 0.01 Q I I I vl 6+25 1.9307 0.01 Q I ! 1 vI 6+30 1.9307 0.00 Q I I I vl 6+35 1.9307 0.00 Q I I ! vl 6+40 1.9307 0.00 Q I I I v ------------------------------------------------------------------------- Page 5 CEXISTING242.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CEXISTING242.out ++++++++++++++++++++++++++++++++++++++++++++++++......++++++......++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 ---------------------------------------------------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values used English units used in output format --------------------------------------------------------------------- EXISTING AREA C UNIT AREA HYDROGRAPH 2 YEAR BY: MATTHEW W. BUSCH --------------------------------------------------------------------- Drainage Area = 15.20(Ac.) = 0.024 sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. 25% of lag time = 1.45 Min. 40% of lag time = 2.32 Min. Unit time = 5.00 Min. Duration of storm = 24 Hour(s) user Entered Base FLOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In) [2] weighting[1*2] 15.20 2.50 38.00 100 YEAR Area rainfall data: Area(Ac.) [1] Rainfall(In) [2] Weighting[1*2] 15.20 6.00 91.20 STORM EVENT (YEAR) = 2.00 Area Averaged 2-Year Rainfall = 2.500(In) Area Averaged 100-Year Rainfall = 6.000(In) Point rain (area averaged) = 2.500(In) Areal adjustment factor = 100.00 % Adjusted average point rain = 2.500(In) Sub-Area Data: Area(Ac.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(Ac.) Page 1 CEXI5TING242.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 68.0 48.6 0.586 0.000 0.586 1.000 0.586 Sum (F) = 0.586 Area averaged mean soil loss (F) (In/Hr) = 0.586 Minimum soil loss rate ((In/Hr)) = 0.293 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.900 u n i t H y d r o g r a p h FOOTHILL S-Curve ----------------------------------------------------------------- unit Hydrograph Data ------------------------------------------------------------------------ Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % , (CFS) -------------------------------------------------------------------------- 1 0.083 86.177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 -------------------------------------------------------------------------- Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.07 0.020 1.038 0.018 0.00 2 0.17 0.07 0.020 1.034 0.018 0.00 3 0.25 0.07 0.020 1.030 0.018 0.00 4 0.33 0.10 0.030 1.026 0.027 0.00 5 0.42 0.10 0.030 1.022 0.027 0.00 6 0.50 0.10 0.030 1.018 0.027 0.00 7 0.58 0.10 0.030 1.014 0.027 0.00 8 0.67 0.10 0.030 1.010 0.027 0.00 9 0.75 0.10 0.030 1.006 0.027 0.00 10 0.83 0.13 0.040 1.002 0.036 0.00 11 0.92 0.13 0.040 0.999 0.036 0.00 12 1.00 0.13 0.040 0.995 0.036 0.00 13 1.08 0.10 0.030 0.991 0.027 0.00 14 1.17 0.10 0.030 0.987 0.027 0.00 15 1.25 0.10 0.030 0.983 0.027 0.00 16 1.33 0.10 0.030 0.979 0.027 0.00 17 1.42 0.10 0.030 0.975 0.027 0.00 18 1.50 0.10 0.030 0.971 0.027 0.00 19 1.58 0.10 0.030 0.967 0.027 0.00 20 1.67 0.10 0.030 0.963 0.027 0.00 21 1.75 0.10 0.030 0.959 0.027 0.00 22 1.83 0.13 0.040 0.956 0.036 0.00 23 1.92 0.13 0.040 0.952 0.036 0.00 24 2.00 0.13 0.040 0.948 0.036 0.00 25 2.08 0.13 0.040 0.944 0.036 0.00 26 2.17 0.13 0.040 0.940 0.036 0.00 27 2.25 0.13 0.040 0.936 0.036 0.00 28 2.33 0.13 0.040 0.933 0.036 0.00 Page 2 CEXISTING242.out 29 2.42 0.13 0.040 0.929 0.036 0.00 30 2. 50 0.13 0.040 0.925 0.036 0.00 31 2.58 0.17 0.050 0.921 0.045 0.00 32 2.67 0.17 0.050 0.917 0.045 0.00 33 2.75 0.17 0.050 0.914 0.045 0.00 34 2.83 0.17 0.050 0.910 0.045 0.00 35 2.92 0.17 0.050 0.906 0.045 0.00 36 3.00 0.17 0.050 0.902 0.045 0.00 37 3.08 0.17 0.050 0.899 0.045 0.00 38 3.17 0.17 0.050 0.895 0.045 0.00 39 3.25 0.17 0.050 0.891 0.045 0.00 40 3.33 0.17 0.050 0.888 0.045 0.00 41 3.42 0.17 0.050 0.884 0.045 0.00 42 3. 50 0.17 0.050 0.880 0.045 0.00 43 3. 58 0.17 0.050 0.876 0.045 0.00 44 3.67 0.17 0.050 0.873 0.045 0.00 45 3.75 0.17 0.050 0.869 0.045 0.00 46 3.83 0.20 0.060 0.865 0.054 0.01 47 3.92 0.20 0.060 0.862 0.054 0.01 48 4.00 0.20 0.060 0.858 0.054 0.01 49 4.08 0.20 0.060 0.855 0.054 0.01 50 4.17 0.20 0.060 0.851 0.054 0.01 51 4.25 0.20 0.060 0.847 0.054 0.01 52 4.33 0.23 0.070 0.844 0.063 0.01 53 4.42 0.23 0.070 0.840 0.063 0.01 54 4.50 0.23 0.070 0.836 0.063 0.01 55 4.58 0.23 0.070 0.833 0.063 0.01 56 4.67 0.23 0.070 0.829 0.063 0.01 57 4.75 0.23 0.070 0.826 0.063 0.01 58 4.83 0.27 0.080 0.822 0.072 0.01 59 4.92 0.27 0.080 0.819 0.072 0.01 60 5.00 0.27 0.080 0.815 0.072 0.01 61 5.08 0.20 0.060 0.811 0.054 0.01 62 5.17 0.20 0.060 0.808 0.054 0.01 63 5.25 0.20 0.060 0.804 0.054 0.01 64 5.33 0.23 0.070 0.801 0.063 0.01 65 5.42 0.23 0.070 0.797 0.063 0.01 66 5.50 0.23 0.070 0.794 0.063 0.01 67 5.58 0.27 0.080 0.790 0.072 0.01 68 5.67 0.27 0.080 0.787 0.072 0.01 69 5.75 0.27 0.080 0.783 0.072 0.01 70 5.83 0.27 0.080 0.780 0.072 0.01 71 5.92 0.27 0.080 0.777 0.072 0.01 72 6.00 0.27 0.080 0.773 0.072 0.01 73 6.08 0.30 0.090 0.770 0.081 0.01 74 6.17 0.30 0.090 0.766 0.081 0.01 75 6.25 0.30 0.090 0.763 0.081 0.01 76 6.33 0.30 0.090 0.759 0.081 0.01 77 6.42 0.30 0.090 0.756 0.081 0.01 78 6.50 0.30 0.090 0.753 0.081 0.01 79 6.58 0.33 0.100 0.749 0.090 0.01 80 6.67 0.33 0.100 0.746 0.090 0.01 81 6.75 0.33 0.100 0.743 0.090 0.01 82 6.83 0.33 0.100 0.739 0.090 0.01 83 6.92 0.33 0.100 0.736 0.090 0.01 84 7.00 0.33 0.100 0.733 0.090 0.01 85 7.08 0.33 0.100 0.729 0.090 0.01 86 7.17 0.33 0.100 0.726 0.090 0.01 87 7.25 0.33 0.100 0.723 0.090 0.01 88 7.33 0.37 0.110 0.719 0.099 0.01 89 7.42 0.37 0.110 0.716 0.099 0.01 90 7.50 0.37 0.110 0.713 0.099 0.01 91 7.58 0.40 0.120 0.709 0.108 0.01 Page 3 CEXISTING242.Out 92 7.67 0.40 0.120 0.706 0.108 0.01 93 7.75 0.40 0.120 0.703 0.108 0.01 94 7.83 0.43 0.130 0.700 0.117 0.01 95 7.92 0.43 0.130 0.696 0.117 0.01 96 8.00 0.43 0.130 0.693 0.117 0.01 97 8.08 0.50 0.150 0.690 0.135 0.01 98 8.17 0.50 0.150 0.687 0.135 0.01 99 8.25 0.50 0.150 0.684 0.135 0.01 100 8. 33 0.50 0.150 0.680 0.135 0.01 101 8.42 0.50 0.150 0.677 0.135 0.01 102 8. 50 0.50 0.150 0.674 0.135 0.01 103 8. 58 0.53 0.160 0.671 0.144 0.02 104 8.67 0.53 0.160 0.668 0.144 0.02 105 8.75 0.53 0.160 0.665 0.144 0.02 106 8.83 0. 57 0.170 0.661 0.153 0.02 107 8.92 0.57 0.170 0.658 0.153 0.02 108 9.00 0.57 0.170 0.655 0.153 0.02 109 9.08 0.63 0.190 0.652 0.171 0.02 110 9.17 0.63 0.190 0.649 0.171 0.02 111 9.25 0.63 0.190 0.646 0.171 0.02 112 9.33 0.67 0.200 0.643 0.180 0.02 113 9.42 0.67 0.200 0.640 0.180 0.02 114 9. 50 0.67 0.200 0.637 0.180 0.02 115 9. 58 0.70 0.210 0.634 0.189 0.02 116 9.67 0.70 0.210 0.631 0.189 0.02 117 9.75 0.70 0.210 0.628 0.189 0.02 118 9.83 0.73 0.220 0.625 0.198 0.02 119 9.92 0.73 0.220 0.622 0.198 0.02 120 10.00 0.73 0.220 0.619 0.198 0.02 121 10.08 0.50 0.150 0.616 0.135 0.01 122 10.17 0.50 0.150 0.613 0.135 0.01 123 10.25 0.50 0.150 0.610 0.135 0.01 124 10.33 0.50 0.150 0.607 0.135 0.01 125 10.42 0.50 0.150 0.604 0.135 0.01 126 10. 50 0.50 0.150 0.601 0.135 0.01 127 10.58 0.67 0.200 0. 598 0.180 0.02 128 10.67 0.67 0.200 0. 595 0.180 0.02 129 10.75 0.67 0.200 0. 592 0.180 0.02 130 10.83 0.67 0.200 0. 589 0.180 0.02 131 10.92 0.67 0.200 0.586 0.180 0.02 132 11.00 0.67 0.200 0.583 0.180 0.02 133 11.08 0.63 0.190 0. 580 0.171 0.02 134 11.17 0.63 0.190 0. 578 0.171 0.02 135 11.25 0.63 0.190 0. 575 0.171 0.02 136 11.33 0.63 0.190 0. 572 0.171 0.02 137 11.42 0.63 0.190 0. 569 0.171 0.02 138 11. 50 0.63 0.190 0. 566 0.171 0.02 139 11.58 0.57 0.170 0. 563 0.153 0.02 140 11.67 0.57 0.170 0. 561 0.153 0.02 141 11.75 0.57 0.170 0. 558 0.153 0.02 142 11.83 0.60 0.180 0. 555 0.162 0.02 143 11.92 0.60 0.180 0. 552 0.162 0.02 144 12.00 0.60 0.180 0. 550 0.162 0.02 145 12.08 0.83 0.250 0. 547 0.225 0.02 146 12.17 0.83 0.250 0. 544 0.225 0.02 147 12.25 0.83 0.250 0.541 0.225 0.02 148 12.33 0.87 0.260 0. 539 0.234 0.03 149 12.42 0.87 0.260 0. 536 0.234 0.03 150 12.50 0.87 0.260 0.533 0.234 0.03 151 12.58 0.93 0.280 0. 530 0.252 0.03 152 12.67 0.93 0.280 0. 528 0.252 0.03 153 12.75 0.93 0.280 0. 525 0.252 0.03 154 12.83 0.97 0.290 0. 523 0.261 0.03 Page 4 CEXISTING242.out 155 12.92 0.97 0.290 0.520 0.261 0.03 156 13.00 0.97 0.290 0. 517 0.261 0.03 157 13.08 1.13 0.340 0.515 0.306 0.03 158 13.17 1.13 0.340 0.512 0.306 0.03 159 13.25 1.13 0.340 0.509 0.306 0.03 160 13.33 1.13 0.340 0.507 0.306 0.03 161 13.42 1.13 0.340 0.504 0.306 0.03 162 13.50 1.13 0.340 0.502 0.306 0.03 163 13.58 0.77 0.230 0.499 0.207 0.02 164 13.67 0.77 0.230 0.497 0.207 0.02 165 13.75 0.77 0.230 0.494 0.207 0.02 166 13.83 0.77 0.230 0.492 0.207 0.02 167 13.92 0.77 0.230 0.489 0.207 0.02 168 14.00 0.77 0.230 0.487 0.207 0.02 169 14.08 0.90 0.270 0.484 0.243 0.03 170 14.17 0.90 0.270 0.482 0.243 0.03 171 14.25 0.90 0.270 0.479 0.243 0.03 172 14.33 0.87 0.260 0.477 0.234 0.03 173 14.42 0.87 0.260 0.474 0.234 0.03 174 14.50 0.87 0.260 0.472 0.234 0.03 175 14.58 0.87 0.260 0.469 0.234 0.03 176 14.67 0.87 0.260 0.467 0.234 0.03 177 14.75 0.87 0.260 0.465 0.234 0.03 178 14.83 0.83 0.250 0.462 0.225 0.02 179 14.92 0.83 0.250 0.460 0.225 0.02 180 15.00 0.83 0.250 0.457 0.225 0.02 181 15.08 0.80 0.240 0.455 0.216 0.02 182 15.17 0.80 0.240 0.453 0.216 0.02 183 15.25 0.80 0.240 0.450 0.216 0.02 184 15.33 0.77 0.230 0.448 0.207 0.02 185 15.42 0.77 0.230 0.446 0.207 0.02 186 15.50 0.77 0.230 0.444 0.207 0.02 187 15.58 0.63 0.190 0.441 0.171 0.02 188 15.67 0.63 0.190 0.439 0.171 0.02 189 15.75 0.63 0.190 0.437 0.171 0.02 190 15.83 0.63 0.190 0.435 0.171 0.02 191 15.92 0.63 0.190 0.432 0.171 0.02 192 16.00 0.63 0.190 0.430 0.171 0.02 193 16.08 0.13 0.040 0.428 0.036 0.00 194 16.17 0.13 0.040 0.426 0.036 0.00 195 16.25 0.13 0.040 0.424 0.036 0.00 196 16.33 0.13 0.040 0.421 0.036 0.00 197 16.42 0.13 0.040 0.419 0.036 0.00 198 16.50 0.13 0.040 0.417 0.036 0.00 199 16.58 0.10 0.030 0.415 0.027 0.00 200 16.67 0.10 0.030 0.413 0.027 0.00 201 16.75 0.10 0.030 0.411 0.027 0.00 202 16.83 0.10 0.030 0.409 0.027 0.00 203 16.92 0.10 0.030 0.407 0.027 0.00 204 17.00 0.10 0.030 0.405 0.027 0.00 205 17.08 0.17 0.050 0.403 0.045 0.00 206 17.17 0.17 0.050 0.401 0.045 0.00 207 17.25 0.17 0.050 0.399 0.045 0.00 208 17.33 0.17 0.050 0.396 0.045 0.00 209 17.42 0.17 0.050 0.395 0.045 0.00 210 17.50 0.17 0.050 0.393 0.045 0.00 211 17.58 0.17 0.050 0.391 0.045 0.00 212 17.67 0.17 0.050 0.389 0.045 0.00 213 17.75 0.17 0.050 0.387 0.045 0.00 214 17.83 0.13 0.040 0.385 0.036 0.00 215 17.92 0.13 0.040 0.383 0.036 0.00 216 18.00 0.13 0.040 0.381 0.036 0.00 217 18.08 0.13 0.040 0.379 0.036 0.00 Page 5 CEXISTING242.out 218 18.17 0.13 0.040 0.377 0.036 0.00 219 18.25 0.13 0.040 0.375 0.036 0.00 220 18.33 0.13 0.040 0.374 0.036 0.00 221 18.42 0.13 0.040 0.372 0.036 0.00 222 18.50 0.13 0.040 0.370 0.036 0.00 223 18. 58 0.10 0.030 0.368 0.027 0.00 224 18.67 0.10 0.030 0.366 0.027 0.00 225 18.75 0.10 0.030 0.365 0.027 0.00 226 18.83 0.07 0.020 0.363 0.018 0.00 227 18.92 0.07 0.020 .0.361 0.018 0.00 228 19.00 0.07 0.020 0.359 0.018 0.00 229 19.08 0.10 0.030 0.358 0.027 0.00 230 19.17 0.10 0.030 0.356 0.027 0.00 231 19.25 0.10 0.030 0.354 0.027 0.00 232 19.33 0.13 0.040 0.353 0.036 0.00 233 19.42 0.13 0.040 0.351 0.036 0.00 234 19.50 0.13 0.040 0.349 0.036 0.00 235 19.58 0.10 0.030 0.348 0.027 0.00 236 19.67 0.10 0.030 0.346 0.027 0.00 237 19.75 0.10 0.030 0.345 0.027 0.00 238 19.83 0.07 0.020 0.343 0.018 0.00 239 19.92 0.07 0.020 0.342 0.018 0.00 240 20.00 0.07 0.020 0.340 0.018 0.00 241 20.08 0.10 0.030 0.339 0.027 0.00 242 20.17 0.10 0.030 0.337 0.027 0.00 243 20.25 0.10 0.030 0.336 0.027 0.00 244 20.33 0.10 0.030 0.334 0.027 0.00 245 20.42 0.10 0.030 0.333 0.027 0.00 246 20.50 0.10 0.030 0.331 0.027 0.00 247 20.58 0.10 0.030 0.330 0.027 0.00 248 20.67 0.10 0.030 0.329 0:027 0.00 249 20.75 0.10 0.030 0.327 0.027 0.00 250 20.83 0.07 0.020 0.326 0.018 0.00 251 20.92 0.07 0.020 0.325 0.018 0.00 252 21.00 0.07 0.020 0.323 0.018 0.00 253 21.08 0.10 0.030 0.322 0.027 0.00 254 21.17 0.10 0.030 0.321 0.027 0.00 255 21.25 0.10 0.030 0.319 0.027 0.00 256 21.33 0.07 0.020 0.318 0.018 0.00 257 21.42 0.07 0.020 0.317 0.018 0.00 258 21.50 0.07 0.020 0.316 0.018 0.00 259 21.58 0.10 0.030 0.315 0.027 0.00 260 21.67 0.10 0.030 0.314 0.027 0.00 261 21.75 0.10 0.030 0.312 0.027 0.00 262 21.83 0.07 0.020 0.311 0.018 0.00 263 21.92 0.07 0.020 0.310 0.018 0.00 264 22.00 0.07 0.020 0.309 0.018 0.00 265 22.08 0.10 0.030 0.308 0.027 0.00 266 22.17 0.10 0.030 0.307 0.027 0.00 267 22.25 0.10 0.030 0.306 0.027 0.00 268 22.33 0.07 0.020 0.305 0.018 0.00 269 22.42 0.07 0.020 0.304 0.018 0.00 270 22.50 0.07 0.020 0.303 0.018 0.00 271 22.,58 0.07 0.020 0.303 0.018 0.00 272 22.67 0.07 0.020 0.302 0.018 0.00 273 22.75 0.07 0.020 0.301 0.018 0.00 274 22.83 0.07 0.020 0.300 0.018 0.00 275 22.92 0.07 0.020 0.299 0.018 0.00 276 23.00 0.07 0.020 0.299 0.018 0.00 277 23.08 0.07 0.020 0.298 0.018 0.00 278 23.17 0.07 0.020 0.297 0.018 0.00 279 23.25 0.07 0.020 0.297 0.018 0.00 280 23.33 0.07 0.020 0.296 0.018 0.00 Page 6 CEXISTING242.out 281 23.42 0.07 0.020 0.295 0.018 0.00 282 23.50 0.07 0.020 0.295 0.018 0.00 283 23.58 0.07 0.020 0.294 0.018 0.00 284 23.67 0.07 0.020 0.294 0.018 0.00 285 23.75 0.07 0.020 0.294 0.018 0.00 286 23.83 0.07 0.020 0.293 0.018 0.00 287 23.92 0.07 0.020 0.293 0.018 0.00 288 24.00 0.07 0.020 0.293 0.018 0.00 Sum = 100.0 Sum = 3.0 Flood volume = Effective rainfall 0.25(In) times area 15.2(Ac.)/[(In)/(Ft.)] = 0.3(Ac.Ft) Total soil loss = 2.25(In) Total soil loss = 2.850(Ac.Ft) Total rainfall = 2.50(In) Flood volume = 13793.6 Cubic Feet Total soil loss = 124142.3 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 0.520(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0000 0.00 Q I I I !I 0+10 0.0002 0.02 Q 0+15 0.0003 0.03 Q 0+20 0.0005 0.03 Q 0+25 0.0008 0.04 Q I I I 0+30 0.0011 0.04 Q I I I 0+35 0.0014 0.04 Q I I I 0+40 0.0017 0.05 Q I I I 0+45 0.0020 0.05 Q I I I 0+50 0.0024 0.05 Q I I 0+55 0.0028 0.06 Q 1+ 0 0.0032 0.06 Q I I 1+ 5 0.0036 0.06 Q 1+10 0.0039 0.05 Q 1+15 0.0042 0.05 Q I 1+20 0.0046 0.05 Q I 1+25 0.0049 0.05 Q I 1+30 0.0052 0.05 Q 1+35 0.0055 0.05 Q 1+45 0.0062 0.05 Q 1+50 0.0065 0.05 Q 1+55 0.0069 0.06 Q 2+ 0 0.0073 0.06 Q 2+ 5 0.0077 0.06 Q I 2+10 0.0081 0.06 QV 2+15 0.0085 0.06 QV 2+20 0.0090 0.06 QV 2+25 0.0094 0.06 QV 2+30 0.0098 0.06 QV 2+35 0.0102 0.06 QV I I 2+40 0.0107 0.07 QV I 2+45 0.0112 0.07 QV 2+50 0.0117 0.08 QV 2+55 0.0123 0.08 QV ( ( I Page 7 CEXISTING242.out 3+ 0 0.0128 0.08 Qv I I I 3+ 5 0.0133 0.08 Qv 3+10 0.0139 0.08 QV I 3+15 0.0144 0.08 Qv I 3+20 0.0149 0.08 Qv I ! 3+25 0.0154 0.08 QV I I 3+30 0.0160 0.08 Q V I 3+35 0.0165 0.08 Q V 3+40 0.0170 0.08 Q V I I 3+45 0.0176 0.08 Q v I I I I 3+50 0.0181 0.08 Q V ( j 3+55 0.0187 0.09 Q v I i 4+ 0 0.0193 0.09 Q v 4+ 5 0.0199 0.09 Q V I ! I I 4+10 0.0206 0.09 Q v I I 4+15 0.0212 0.09 Q v I I 4+20 0.0218 0.09 Q V I I I I 4+25 0.0225 0.10 Q V I 4+30 0.0233 0.10 Q v I 4+35 0.0240 0.11 Q V I 1 I I 4+40 0.0247 0.11 Q v I I 4+45 0.0255 0.11 Q V ( 1 4+50 0.0262 0.11 Q v 4+55 0.0270 0.12 Q V 5+ 0 0.0278 0.12 Q V I I I 5+ 5 0.0287 0.12 Q V 5+10 0.0294 0.10 Q V I 5+15 0.0300 0.10 Q v 5+20 0.0307 0.10 Q V 5+25 0.0314 0.10 Q v 5+30 0.0321 0.11 Q V I 5+35 0.0329 0.11 Q V 5+40 0.0337 0.12 Q V I I I 5+45 0.0345 0.12 Q V 5+50 0.0353 0.12 Q V 5+55 0.0362 0.12 Q V I I I 6+ 0 0.0370 0.12 Q v 6+ 5 0.0379 0.12 Q V I I I I 6+10 0.0388 0.13 Q V 6+15 0.0397 0.14 Q v I I I 6+20 0.0407 0.14 Q V I I 6+25 0.0416 0.14 Q v 6+30 0.0425 0.14 Q v I I I 6+35 0.0435 0.14 Q V I I 6+40 0.0445 0.15 Q V 6+45 0.0456 0.15 Q v 6+50 0.0466 0.15 Q v 6+55 0.0477 0.15 Q v I I I 7+ 0 0.0487 0.15 Q v 7+ 5 0.0498 0.15 Q v I I I 7+10 0.0508 0.15 Q v ( I ! 7+15 0.0519 0.15 Q v I I I 7+20 0.0530 0.15 Q v 7+25 0.0541 0.16 Q v 7+30 0.0552 0.17 Q v I I 7+35 0.0564 0.17 Q v I I 7+40 0.0576 0.18 Q V I I 7+45 0.0589 0.18 Q V I 7+50 0.0601 0.18 Q v l 7+55 0.0615 0.19 Q v l I I 8+ 0 0.0628 0.20 Q V I ! I 8+ 5 0.0642 0.20 Q v l I 8+10 0.0657 0.22 Q v l Page 8 CEXISTING242.out 8+15 0.0672 0.22 Q V 8+20 0.0688 0.23 Q V I 8+25 0.0704 0.23 Q V I 8+30 0.0720 0.23 Q VI 8+35 0.0736 0.23 Q VI 8+40 0.0752 0.24 Q VI 8+45 0.0769 0.24 Q V 8+50 0.0786 0.25 Q V 8+55 0.0803 0.25 IQ V I I I! 9+ 0. 0.0821 0.26 IQ V I 9+ 5 0.0839 0.26 IQ V 9+10 0.0858 0.28 IQ V 9+15 0.0878 0.29 IQ IV 9+20 0.0898 0.29 IQ IV 9+25 0.0919 0.30 IQ IV 9+30 0.0940 0.30 IQ IV 9+35 0.0961 0.31 IQ I V I 9+40 0.0983 0.32 IQ I V 9+45 0.1005 0.32 IQ I V 9+50 0.1027 0.32 IQ I V 9+55 0.1049 0.33 IQ I V 10+ 0 0.1073 0.33 IQ I V 10+ 5 0.1095 0.32 IQ I V ! I 10+10 0.1114 0.27 IQ I V I I 10+15 0.1131 0.25 Q I V 10+20 0.1147 0.24 Q I V 10+25 0.1163 0.23 Q I V 10+30 0.1179 0.23 Q V 10+35 0.1195 0.24 Q V I 10+40 0.1214 0.28 IQ V I 10+45 0.1235 0.29 IQ V 10+50 0.1255 0.30 IQ V 10+55 0.1276 0.30 IQ V I 11+ 0 0.1297 0.31 IQ V I I 11+ 5 0.1318 0.30 IQ V 11+10 0.1339 0.30 IQ V 11+15 0.1359 0.29 IQ V I 11+20 0.1379 0.29 IQ V 1 11+25 0.1399 0.29 IQ v 11+30 0.1419 0.29 IQ V I 11+35 0.1439 0.29 IQ V I 11+40 0.1458 0.27 IQ V 11+45 0.1476 0.27 IQ V I 11+50 0.1494 0.26 IQ V I 11+55 0.1513 0.27 IQ V 12+ 0 0.1532 0.27 IQ VI 12+ 5 0.1552 0.29 IQ ( VI ! 12+10 0.1575 0.34 IQ I VI I II 12+15 0.1600 0.37 IQ I V 12+20 0.1626 0.38 IQ I V 12+25 0.1653 0.39 IQ I V 12+30 0.1680 0.39 IQ I IV 12+35 0.1708 0.40 IQ I IV 12+40 0.1737 0.42 IQ I IV I 12+45 0.1766 0.42 IQ I I V 1 12+50 0.1795 0.43 IQ I I V I 12+55 0.1826 0.44 IQ I I v I! 13+ 0 r 0.1856 0.44 IQ I I v 13+ 5 0.1887 0.45 IQ I I V 13+10 0.1921 0.49 IQ I I V 13+15 0.1956 0.51 1 Q I I v I 13+20 0.1991 0.52 I Q I I v 13+25 0.2027 0.52 I Q I I V Page 9 CEXISTING242.OUt 13+30 0.2063 0.52 I Q I I V 13+35 0.2098 0.50 I Q I I V 13+40 0.2126 0.42 IQ ( I V 13+45 0.2152 0.38 IQ I I V 13+50 0.2177 0.36 IQ ! ! V I 13+55 0.2202 0.36 IQ II I V I I 14+ 0 0.2226 0.35 IQ ! V I I 14+ 5 0.2251 0.36 IQ ( I V 14+10 0.2278 0.39 IQ I I V I I 14+15 0.2306 0.40 IQ I I VI I 14+20 0.2334 0.41 IQ I Vvi I I 14+25 0.2362 0.40 IQ 14+30 0.2389 0.40 IQ I I V 14+35 0.2417 0.40 IQ I I V 14+40 0.2444 0.40 IQ I I V I 14+45 0.2472 0.40 IQ I I IV 14+50 0.2499 0.40 IQ I I IV 14+55 0.2526 0.39 IQ I I IV 15+ 0 0.2553 0.39 IQ I I V 15+ 5 0.2579 0.38 IQ I I V 15+10 0.2605 0.37 IQ I V 15+15 0.2630 0.37 IQ I V 15+20 0.2655 0.37 IQ ! V 15+25 0.2680 0.36 IQ I I V I 15+30 0.2705 0.36 IQ , I I 15+35 0.2729 0.35 IQ V 15+40 0.2750 0.31 IQ ! I V I 15+45 0.2771 0.30 IQ I I I V I 15+50 0.2791 0.30 IQ ! ( I V I 15+55 0.2811 0.29 IQ I I I V 16+ 0 0.2832 0.29 IQ I I ! V 16+ 5 0.2850 0.27 IQ I I I V 16+10 0.2860 0.15 Q I I V 16+15 0.2867 0.10 Q ! ' I I 16+20 0.2872 0.08 Q V 16+25 0.2877 0.07 Q I I I V 16+30 0.2881 0.06 Q I I I V 16+35 0.2885 0.06 Q I I V I 16+40 0.2889 0.05 Q I I V 16+45 0.2892 0.05 Q I I I V 16+50 0.2896 0.05 Q I I I 16+55 0.2899 0.05 Q V 17+ 0 0.2902 0.05 Q I I I V 17+ 5 0.2905 m5 Q I I ( II 17+10 0.2910 0.07 Q V 17+15 0.2915 0.07 Q I I ! V I 17+20 0.2920 0.07 Q I I I V I 17+25 0.2925 0.08 Q I I ( V 17+30 0.2930 0.08 Q I I V I 17+35 0.2936 0.08 Q I I V_ I 17+40 0.2941 0.08 Q I I V 17+45 0.2946 0.08 Q I I V 17+50 0.2951 0.08 Q I I V 17+55 0.2956 0.07 Q I V 18+ 0 0.2960 0.06 Q I V 18+ 5 0.2965 0.06 Q I V 18+10 0.2969 0.06 Q i v 18+15 0.2973 0.06 Q 18+20 0.2977 0.06 Q I V 18+25 0.2982 0.06 Q I V 18+30 0.2986 0.06 Q I V 18+35 0.2990 0.06 Q ! V I 18+40 0.2994 0.05 Q I I V Page 10 CEXISTING242.OUt 18+45 0.2997 0.05 Q I I I V 18+50 0.3000 0.05 Q I I I v l 18+55 0.3003 0.04 Q I I I v l 19+ 0 0.3005 0.03 Q I I I v l 19+ 5 0.3007 0.03 Q I I I v l 19+10 0.3010 0.04 Q I I I v l 19+15 0.3013 0.04 Q I ( I v i 19+20 0.3016 0.05 Q I I I v 1 19+25 0.3020 0.06 Q I I I v 1 19+30 0.3024 0.06 Q I I I V I 19+35 0.3028 0.06 Q I I I v 1 19+40 0.3032 0.05 Q I I I V 19+45 0.3035 0.05 Q I I I V 19+50 0.3038 0.05 Q I I I V 19+55 0.3041 0.04 Q I I I v i 20+ 0 0.3043 0.03 Q I I I V 20+ 5 0.3045 0.03 Q I I I v l 20+10 0.3048 0.04 Q I I I v 1 20+15 0.3051 0.04 Q I I I v l 20+20 0.3054 0.05 Q I I I v l 20+25 0.3057 0.05 Q I I I V I 20+30 0.3060 0.05 Q i I I V I 20+35 0.3064 0.05 Q I I I v l 20+40 0.3067 0.05 Q I I I v l 20+45 0.3070 0.05 Q I I I V I 20+50 0.3073 0.04 Q I I I V I 20+55 0.3075 0.04 Q I I I v l 21+ 0 0.3078 0.03 Q I I I V 21+ 5 0.3080 0.03 Q I I I V 21+10 0.3083 0.04 Q I I I v l 21+15 0.3086 0.04 Q I I I V I 21+20 0.3089 0.04 Q I I I v1 21+25 0.3091 0.04 Q I I I VI 21+30 0.3094 0.03 Q I I I VI 21+35 0.3096 0.03 Q I I I VI 21+40 0.3099 0.04 Q I I I VI 21+45 0.3102 0.04 Q I I I VI 21+50 0.3105 0.04 Q I I I VI 21+55 0.3107 0.04 Q I I I VI 22+ 0 0.3109 0.03 Q I I I VI 22+ 5 0.3112 0.03 Q I I I VI 22+10 0.3114 0.04 Q I I I VI 22+15 0.3117 0.04 Q I I I VI 22+20 0.3120 0.04 Q I I I VI 22+25 0.3123 0.04 Q I I I VI 22+30 0.3125 0.03 Q I I I VI 22+35 0.3127 0.03 Q I I I VI 22+40 0.3130 0.03 Q I I I VI 22+45 0.3132 0.03 Q I I 1 VI 22+50 0.3134 0.03 Q ( I I VI 22+55 0.3136- 0.03 Q I I I VI 23+ 0 0.3138 0.03 Q I I I v1 23+ 5 0.3140 0.03 Q I I I VI 23+10 0.3142 0.03 Q I I I VI 23+15 0.3144 0.03 Q I I I VI 23+20 0.3146 0.03 Q I I I VI 23+25 0.3149 0.03 Q I I I VI 23+30 0.3151 0.03 Q I I I VI 23+35 0.3153 0.03 Q I I I VI 23+40 0.3155 0.03 Q I I I VI 23+45 0.3157 0.03 Q I I I VI 23+50 0.3159 0.03 Q I I I VI 23+55 0.3161 0.03 Q I I I VI Page 11 CEXISTING242.OUt 24+ 0 0.3163 0.03 Q I I I VI 24+ 5 0.3165 0.03 Q I I I VI 24+10 0.3166 0.01 Q I I I VI 24+15 0.3166 0.00 Q I I vl 24+20 0.3166 0.00 Q I I vI 24+25 0.3167 0.00 Q I I VI 24+30 0.3167 0.00 Q I I VI 24+35 0.3167 0.00 Q I ! I vI 24+40 0.3167 0.00 Q I I I VI ------------------------------------------------------------------------ Page 12 CEXISTING245.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 Study date 05/07/05 File: CEXISTING245.out ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values used English units used in output format --------------------------------------------------- EXISTING AREA C UNIT AREA HYDROGRAPH 5 YEAR BY: MATTHEW W. BUSCH Drainage Area = 15.20(Ac.) = 0.024 Sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. 25% of lag time = 1.45 Min. 40% of lag time = 2.32 Min. Unit time = 5.00 Min. Duration of storm = 24 Hour(s) user Entered Base FLOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In) [2] weighting[1*2] 15.20 2.50 38.00 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] weighting[1*2] 15.20 6.00 91.20 STORM EVENT (YEAR) = 5.00 Area Averaged 2-Year Rainfall = 2.500(In) Area Averaged 100-Year Rainfall = 6.000(In) Point rain (area averaged) = 3.320(In) Areal adjustment factor = 100.00 % Adjusted average point rain = 3.320(In) Sub-Area Data: Area(Ac.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(Ac.) Page 1 CEXI5TING245.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 68.0 48.6 0.586 0.000 0. 586 1.000 0.586 Sum (F) = 0.586 Area averaged mean soil loss (F) (In/Hr) = 0.586 Minimum soil loss rate ((In/Hr)) = 0.293 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.900 -----------------------------------_ ----------------------------------- U n i t H y d r o g r a p h FOOTHILL S-Curve ------------------------------------------------------------------------- Unit Hydrograph Data --------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS) _---------------------------------------------------------------------- 1 0.083 86.177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 ------------------------------------------------------------------------ Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.07 0.027 1.038 0.024 0.00 2 0.17 0.07 0.027 1.034 0.024 0.00 3 0.25 0.07 0.027 1.030 0.024 0.00 4 0.33 0.10 0.040 1.026 0.036 0.00 5 0.42 0.10 0.040 1.022 0.036 0.00 6 0.50 0.10 0.040 1.018 0.036 0.00 7 0.58 0.10 0.040 1:014 0.036 0.00 8 0.67 0.10 0.040 1.010 0.036 0.00 9 0.75 0.10 0.040 1.006 0.036 0.00 10 0.83 0.13 0.053 1.002 0.048 0.01 11 0.92 0.13 0.053 0.999 0.048 0.01 12 1.00 0.13 0.053 0.995 0.048 0.01 13 1.08 0.10 0:040 0.991 0.036 0.00 14 1.17 0.10 0.040 0.987 0.036 0.00 15 1.25 0.10 0.040 0.983 0.036 0.00 16 1.33 0.10 0.040 0.979 0.036 0.00 17 1.42 0.10 0.040 0.975 0.036 0.00 18 1.50 0.10 0.040 0.971 0.036 0.00 19 1.58 0.10 0.040 0.967 0.036 0.00 20 1.67 0.10 0.040 0.963 0.036 0.00 21 1.75 0.10 0.040 0.959 0.036 0.00 22 1.83 0.13 0.053 0.956 0.048 0.01 23 1.92 0.13 0.053 0.952 0.048 0.01 24 2.00 0.13 0.053 0.948 0.048 0.01 25 2.08 0.13 0.053 0.944 0.048 0.01 26 2.17 0.13 0.053 0.940 0.048 0.01 27 2.25 0.13 0.053 0.936 0.048 0.Q1 28 2.33 0.13 0.053 0.933 0.048 0.01 Page 2 CEXISTING245.OUt 29 2.42 0.13 0.053 0.929 0.048 0.01 30 2. 50 0.13 0.053 0.925 0.048 0.01 31 2.58 0.17 0.066 0.921 0.060 0.01 32 2.67 0.17 0.066 0.917 0.060 0.01 33 2.75 0.17 0.066 0.914 0.060 0.01 34 2.83 0.17 0.066 0.910 0.060 0.01 35 2.92 0.17 0.066 0.906 0.060 0.01 36 3.00 0.17 0.066 0.902 0.060 0.01 37 3.08 0.17 0.066 0.899 0.060 0.01 38 3.17 0.17 0.066 0.895 0.060 0.01 39 3.25 0.17 0.066 0.891 0.060 0.01 40 3.33 0.17 0.066 0.888 0.060 0.01 41 3.42 0.17 0.066 0.884 0.060 0.01 42 3.50 0.17 0.066 0.880 0.060 0.01 43 3.58 0.17 0.066 0.876 0.060 0.01 44 3.67 0.17 0.066 0.873 0.060 0.01 45 3.75 0.17 0.066 0.869 0.060 0.01 46 3.83 0.20 0.080 0.865 0.072 0.01 47 3.92 0.20 0.080 0.862 0.072 0.01 48 4.00 0.20 0.080 0.858 0.072 0.01 49 4.08 0.20 0.080 0.855 0.072 0.01 50 4.17 0.20 0.080 0.851 0.072 0.01 51 4.25 0.20 0.080 0.847 0.072 0.01 52 4.33 0.23 0.093 0.844 0.084 0.01 53 4.42 0.23 0.093 0.840 0.084 0.01 54 4.50 0.23 0.093 0.836 0.084 0.01 55 4.58 0.23 0.093 0.833 0.084 0.01 56 4.67 0.23 0.093 0.829 0.084 0.01 57 4.75 0.23 0.093 0.826 0.084 0.01 58 4.83 0.27 0.106 0.822 0.096 0.01 59 4.92 0.27 0.106 0.819 0.096 0.01 60 5.00 0.27 0.106 0.815 0.096 0.01 61 5.08 0.20 0.080 0.811 0.072 0.01 62 5.17 0.20 0.080 0.808 0.072 0.01 63 5.25 0.20 0.080 0.804 0.072 0.01 64 5.33 0.23 0.093 0.801 0.084 0.01 65 5.42 0.23 0.093 0.797 0.084 0.01 66 5.50 0.23 0.093 0.794 0.084 0.01 67 5.58 0.27 0.106 0.790 0.096 0.01 68 5.67 0.27 0.106 0.787 0.096 0.01 69 5.75 0.27 0.106 0.783 0.096 0.01 70 5.83 0.27 0.106 0.780 0.096 0.01 71 5.92 0.27 0.106 0.777 0.096 0.01 72 6.00 0.27 0.106 0.773 0.096 0.01 73 6.08 0.30 0.120 0.770 0.108 0.01 74 6.17 0.30 0.120 0.766 0.108 0.01 75 6.25 0.30 0.120 0.763 0.108 0.01 76 6.33 0.30 0.120 0.759 0.108 0.01 77 6.42 0.30 0.120 0.756 0.108 0.01 78 6.50 0.30 0.120 0.753 0.108 0.01 79 6.58 0.33 0.133 0.749 0.120 0.01 80 6.67 0.33 0.133 0.746 0.120 0.01 81 6.75 0.33 0.133 0.743 0.120 0.01 82 6.83 0.33 0.133 0.739 0.120 0.01 83 6.92 0.33 0.133 0.736 0.120 0.01 84 7.00 0.33 0.133 0.733 0.120 0.01 85 7.08 0.33 0.133 0.729 0.120 0.01 86 7.17 0.33 0.133 0.726 0.120 0.01 87 7.25 0.33 0.133 0.723 0.120 0.01 88 7.33 0.37 0.146 0.719 0.131 0.01 89 7.42 0.37 0.146 0.716 0.131 0.01 90 7.50 0.37 0.146 0.713 0.131 0.01 91 7.58 0.40 0.159 0.709 0.143 0.02 Page 3 CEXISTING245.out 92 7.67 0.40 0.159 0.706 0.143 0.02 93 7.75 0.40 0.159 0.703 0.143 0.02 94 7.83 0.43 0.173 0.700 0.155 0.02 95 7.92 0.43 0.173 0.696 0.155 0.02 96 8.00 0.43 0.173 0.693 0.155 0.02 97 8.08 0.50 0.199 0.690 0.179 0.02 98 8.17 0.50 0.199 0.687 0.179 0.02 99 8.25 0.50 0.199 0.684 0.179 0.02 100 8.33 0.50 0.199 0.680 0.179 0.02 101 8.42 0.50 0.199 0.677 0.179 0.02 102 8.50 0.50 0.199 0.674 0.179 0.02 103 8.58 0.53 0.212 0.671 0.191 0.02 104 8.67 0.53 0.212 0.668 0.191 0.02 105 8.75 0.53 0.212 0.665 0.191 0.02 106 8.83 0.57 0.226 0.661 0.203 0.02 107 8.92 0.57 0.226 0.658 0.203 0.02 108 9.00 0.57 0.226 0.655 0.203 0.02 109 9.08 0.63 0.252 0.652 0.227 0.03 110 9.17 0.63 0.252 0.649 0.227 0.03 111 9.25 0.63 0.252 0.646 0.227 0.03 112 9.33 0.67 0.266 0.643 0.239 0.03 113 9.42 0.67 0.266 0.640 0.239 0.03 114 9.50 0.67 0.266 0.637 0.239 0.03 115 9.58 0.70 0.279 0.634 0.251 0.03 116 9.67 0.70 0.279 0.631 0.251 0.03 117 9.75 0.70 0.279 0.628 0.251 0.03 118 9.83 0.73 0.292 0.625 0.263 0.03 119 9.92 0.73 0.292 0.622 0.263 0.03 120 10.00 0.73 0.292 0.619 0.263 0.03 121 10.08 0.50 0.199 0.616 0.179 0.02 122 10.17 0.50 0.199 0.613 0.179 0.02 123 10.25 0.50 0.199 0.610 0.179 0.02 124 10.33 0.50 0.199 0.607 0.179 0.02 125 10.42 0.50 0.199 0.604 0.179 0.02 126 10.50 0.50 0.199 0.601 0.179 0.02 127 10.58 0.67 0.266 0.598 0.239 0.03 128 10.67 0.67 0.266 0.595 0.239 0.03 129 10.75 0.67 0.266 0.592 0.239 0.03 130 10.83 0.67 0.266 0.589 0.239 0.03 131 10.92 0.67 0.266 0.586 0.239 0.03 132 11.00 0.67 0.266 0.583 0.239 0.03 133 11.08 0.63 0.252 0.580 0.227 0.03 134 11.17 0.63 0.252 0.578 0.227 0.03 135 11.25 0.63 0.252 0.575 0.227 0.03 136 11.33 0.63 0.252 0.572 0.227 0.03 137 11.42 0.63 0.252 0.569 0.227 0.03 138 11.50 0.63 0.252 0.566 0.227 0.03 139 11.58 0.57 0.226 0.563 0.203 0.02 140 11.67 0.57 0.226 0.561 0.203 0.02 141 11.75 0.57 0.226 0.558 0.203 0.02 142 11.83 0.60 0.239 0.555 0.215 0.02 143 11.92 0.60 0.239 0.552 0.215 0.02 144 12.00 0.60 0.239 0.550 0.215 0.02 145 12.08 0.83 0.332 0.547 0.299 0.03 146 12.17 0.83 0.332 0.544 0.299 0.03 147 12.25 0.83 0.332 0.541 0.299 0.03 148 12.33 0.87 0.345 0.539 0.311 0.03 149 12.42 0.87 0.345 0.536 0.311 0.03 150 12.50 0.87 0.345 0.533 0.311 0.03 151 12.58 0.93 0.372 0.530 0.335 0.04 152 12.67 0.93 0.372 0.528 0.335 0.04 153 12.75 0.93 0.372 0.525 0.335 0.04 154 12.83 0.97 0.385 0.523 0.347 0.04 Page 4 CEXISTING245.out 155 12.92 0.97 0.385 0. 520 0.347 0.04 156 13.00 0.97 0. 385 0. 517 0.347 0.04 157 13.08 1.13 0.451 0. 515 0.406 0.05 158 13.17 1.13 0.451 0.512 0.406 0.05 159 13.25 1.13 0.451 0.509 0.406 0.05 160 13.33 1.13 0.451 0.507 0.406 0.05 161 13.42 1.13 0.451 0.504 0.406 0.05 162 13.50 1.13 0.451 0.502 0.406 0.05 163 13.58 , 0.77 0. 305 0.499 0.275 0.03 164 13.67 0.77 0. 305 0.497 0.275 0.03 165 13.75 0.77 0.305 0.494 0.275 0.03 166 13.83 0.77 0.305 0.492 0.275 0.03 167 13.92 0.77 0.305 0.489 0.275 0.03 168 14.00 0.77 0.305 0.487 0.275 0.03 169 14.08 0.90 0.359 0.484 0.323 0.04 170 14.17 0.90 0.359 0.482 0.323 0.04 171 14.25 0.90 0.359 0.479 0.323 0.04 172 14.33 0.87 0.345 0.477 0.311 0.03 173 14.42 0.87 0.345 0.474 0.311 0.03 174 14.50 0.87 0.345 0.472 0.311 0.03 175 14.58 0.87 0.345 0.469 0.311 0.03 176 14.67 0.87 0.345 0.467 0.311 0.03 177 14.75 0.87 0.345 0.465 0.311 0.03 178 14.83 0.83 0.332 0.462 0.299 0.03 179 14.92 0.83 0.332 0.460 0.299 0.03 180 15.00 0.83 0.332 0.457 0.299 0.03 181 15.08 0.80 0.319 0.455 0.287 0.03 182 15.17 0.80 0.319 0.453 0.287 0.03 183 15.25 0.80 0.319 0.450 0.287 0.03 184 15.33 0.77 0.305 0.448 0.275 0.03 185 15.42 0.77 0.305 0.446 0.275 0.03 186 15.50 0.77 0.305 0.444 0.275 0.03 187 15.58 0.63 0.252 0.441 0.227 0.03 188 15.67 0.63 0.252 0.439 0.227 0.03 189 15.75 0.63 0.252 0.437 0.227 0.03 190 15.83 0.63 0.252 0.435 0.227 0.03 191 15.92 0.63 0.252 0.432 0.227 0.03 192 16.00 0.63 0.252 0.430 0.227 0.03 193 16.08 0.13 0.053 0.428 0.048 0.01 194 16.17 0.13 0.053 0.426 0.048 0.01 195 16.25 0.13 0.053 0.424 0.048 0.01 196 16.33 0.13 0.053 0.421 0.048 0.01 197 16.42 0.13 0.053 0.419 0.048 0.01 198 16.50 0.13 0.053 0.417 0.048 0.01 199 16.58 0.10 0.040 0.415 0.036 0.00 200 16.67 0.10 0.040 0.413 0.036 0.00 201 16.75 0.10 0.040 0.411 0.036 0.00 202 16.83 0.10 0.040 0.409 0.036 0.00 203 16.92 0.10 0.040 0.407 0.036 0.00 204 17.00 0.10 0.040 0.405 0.036 0.00 205 17.08 0.17 0.066 0.403 0.060 0.01 206 17.17 0.17 0.066 0.401 0.060 0.01 207 17.25 0.17 0.066 0.399 0.060 0.01 208 17.33 0.17 0.066 0.396 0.060 0.01 209 17.42 0.17 0.066 0.395 0.060 0.01 210 17.50 0.17 0.066 0.393 0.060 0.01 211 17.58 0.17 0.066 0.391 0.060 0.01 212 17.67 0.17 0.066 0.389 0.060 0.01 213 17.75 0.17 0.066 0.387 0.060 0.01 214 17.83 0.13 0.053 0.385 0.048 0.01 215 17.92 0.13 0.053 0.383 0.048 0.01 216 18.00 0.13 0.053 0.381 0.048 0.01 217 18.08 0.13 0.053 0.379 0.048 0.01 Page 5 CEXISTING245.out 218 18.17 0.13 0.053 0.377 0.048 0.01 219 18.25 0.13 0.053 0.375 0.048 0.01 220 18.33 0.13 0.053 0.374 0.048 0.01 221 18.42 0.13 0.053 0.372 0.048 0.01 222 18.50 0.13 0.053 0.370 0.048 0.01 223 18.58 0.10 0.040 0.368 0.036 0.00 224 18.67 0.10 0.040 0.366 0.036 0.00 225 18.75 0.10 0.040 0.365 0.036 0.00 226 18.83 0.07 0.027 0.363 0.024 0.00 227 18.92 0.07 0.027 0.361 0.024 0.00 228 19.00 0.07 0.027 0.359 0.024 0.00 229 19.08 0.10 0.040 0.358 0.036 0.00 230 19.17 0.10 0.040 0.356 0.036 0.00 231 19.25 0.10 0.040 0.354 0.036 0.00 232 19.33 0.13 0.053 0.353 0.048 0.01 233 19.42 0.13 0.053 0.351 0.048 0.01 234 19.50 0.13 0.053 0.349 0.048 0.01 235 19.58 0.10 0.040 0.348 0.036 0.00 236 19.67 0.10 0.040 0.346 0.036 0.00 237 19.75 0.10 0.040 0.345 0.036 0.00 238 19.83 0.07 0.027 0.343 0.024 0.00 239 19.92 0.07 0.027 0.342 0.024 0.00 240 20.00 0.07 0.027 0.340 0.024 0.00 241 20.08 0.10 0.040 0.339 0.036 0.00 242 20.17 0.10 0.040 0.337 0.036 0.00 243 20.25 0.10 0.040 0.336 0.036 0.00 244 20.33 0.10 0.040 0.334 0.036 0.00 245 20.42 0.10 0.040 0.333 0.036 0.00 246 20.50 0.10 0.040 0.331 0.036 0.00 247 20.58 0.10 0.040 0.330 0.036 0.00 248 20.67 0.10 0.040 0.329 0.036 0.00 249 20.75 0.10 0.040 0.327 0.036 0.00 250 20.83 0.07 0.027 0.326 0.024 0.00 251 20.92 0.07 0.027 0.325 0.024 0.00 252 21.00 0.07 0.027 0.323 0.024 0.00 253 21.08 0.10 0.040 0.322 0.036 0.00 254 21.17 0.10 0.040 0.321 0.036 0.00 255 21.25 0.10 0.040 0.319 0.036 0.00 256 21.33 0.07 0.027 0.318 0.024 0.00 257 21.42 0.07 0.027 0.317 0.024 0.00 258 21.50 0.07 0.027 0.316 0.024 0.00 259 21.58 0.10 0.040 0.315 0.036 0.00 260 21.67 0.10 0.040 0.314 0.036 0.00 261 21.75 0.10 0.040 0.312 0.036 0.00 262 21.83 0.07 0.027 0.311 0.024 0.00 263 21.92 0.07 0.027 0.310 0.024 0.00 264 22.00 0.07 0.027 0.309 0.024 0.00 265 22.08 0.10 0.040 0.308 0.036 0.00 266 22.17 0.10 0.040 0.307 0.036 0.00 267 22.25 0.10 0.040 0.306 0.036 0.00 268 22.33 0.07 0.027 0.305 0.024 0.00 269 22.42 0.07 0.027 0.304 0.024 0.00 270 22.50 0.07 0:027 0.303 0.024 0.00 271 22.58 0.07 0.027 0.303 0.024 0.00 272' 22.67 0.07 0.027 0.302 0.024 0.00 273 22.75 0.07 0.027 0.301 0.024 0.00 274 22.83 0.07 0.027 0.300 0.024 0.00 275 22.92 0.07 0.027 0.299 0.024 0.00 276 23.00 0.07 0.027 0.299 0.024 0.00 277 23.08 0.07 0.027 0.298 0.024 0.00 278 23.17 0.07 0.027 0.297 0.024 0.00 279 23.25 0.07 0.027 0.297 0.024 0.00 280 23.33 0.07 0.027 0.296 0.024 0.00 Page 6 CEXISTING245.out 281 23.42 0.07 0.027 0.295 0.024 0.00 282 23.50 0.07 0.027 0.295 0.024 0.00 283 23. 58 0.07 0.027 0.294 0.024 0.00 284 23.67 0.07 0.027 0.294 0.024 0.00 285 23.75 0.07 0.027 0.294 0.024 0.00 286 23.83 0.07 0.027 0.293 0.024 0.00 287 23.92 0.07 0.027 0.293 0.024 0.00 288 24.00 0.07 0.027 0.293 0.024 0.00 Sum - 100.0 Sum = 4.0 Flood volume = Effective rainfall 0.33(In) times area 15.2(Ac.)/[(In)/(Ft.)] = 0.4(Ac.Ft) Total soil loss = 2.99(In) Total soil loss = 3.784(Ac.Ft) Total rainfall = 3.32(In) Flood volume = 18316.7 Cubic Feet Total soil loss = 164850.3 Cubic Feet Peak flow rate of this hydrograph = 0.691(CFS) -------------------------------------------------------------------- +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++...++++++ 24 - H O U R S T 0 R M R u n o f f H y d r o g r a p h ---------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) ----------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------- ------------------------------------------- 0+ 5 0.0000 0.00 Q I I 0+10 0.0002 0.03 Q 0+15 0.0004 0.03 Q I 0+20 0.0007 0.04 Q. 0+25 0.0011 0.05 Q 0+30 0.0015 0.06 Q I I ! 0+35 0.0019 0.06 Q I I I! 0+40 0.0023 0.06 Q 0+45 0.0027 0.06 Q I I I 0+50 0.0031 0.06 Q I I 0+55 0.0037 0.07 Q I I II 1+ 0 0.0042 0.08 Q 1+ 5 0.0047 0.08 Q 1+10 0.0052 0.07 Q 1+15 0.0056 0.06 Q ( I 1+20 0.0061 0.06 Q 1+25 0.0065 0.06 Q 1+30 0.0069 0.06 Q I I 1+35 0.0073 0.06 Q 1+40 0.0078 0.06 Q I 1+45 0.0082 0.06 Q 1+50 0.0086 0.06 Q 1+55 0.0091 0.07 Q 2+ 0 0.0097 0.08 Q I I 2+ 5 0.0102 0.08 Q I I I 2+10 0.0108 0.08 QV I I 2+15 0.0113 0.08 QV I ! 2+20 0.0119 0.08 QV I I I 2+25 0.0124 0.08 QV 2+30 0.0130 0.08 QV I I 2+35 0.0136 0.08 QV I I 2+40 0.0142 0.09 QV 2+45 0.0149 0.10 QV 2+50 0.0156 0.10 QV i 2+55 0.0163 0.10 QV Page 7 CEXISTING245.out 3+ 0 0.0170 0.10 Qv 3+ 5 0.0177 0.10 QV I I I 3+10 0.0184 0.10 QV I I I 3+15 0.0191 0.10 QV I I I 3+20 0.0198 0.10 QV ( I I I 3+25 0.0205 0.10 QV I I 3+30 0.0212 0.10 Q V I I I I 3+35 0.0219 0.10 Q v I I I I 3+40 0.0226 0.10 Q v 3+45 0.0233 0.10 Q v 3+50 0.0240 0.10 Q V 3+55 0.0248 0.11 Q v I I 4+ 0 0.0256 0.12 Q V I I I 4+ 5 0.0265 0.12 Q V 4+10 0.0273 0.12 Q V 4+15 0.0281 0.12 Q V I I I I! 4+20 0.0290 0.12 Q V 4+25 0.0299 0.13 Q V I 4+30 0.0309 0.14 Q V I 4+35 0.0318 0.14 Q V 4+40 0.0328 0.14 Q V i I 4+45 0.0338 0.14 Q V 4+50 0.0348 0.14 Q V 4+55 0.0359 0.16 Q V I I 5+ 0 0.0370 0.16 Q V 5+ 5 0.0381 0.16 Q v 5+10 0.0390 0.14 Q V i 5+15 0.0399 0.13 Q v 5+20 0.0408 0.13 Q V I I I ! 5+25 0.0417 0.14 Q V I I I I! 5+30 0.0426 0.14 Q V I 5+35 0.0436 0.14 Q v I 5+40 0.0447 0.15 Q V I I I I 5+45 0.0458 0.16 Q V 5+50 0.0469 0.16 Q V I I I 5+55 0.0480 0.16 Q V I 6+ 0 0.0491 0.16 Q V I I I I 6+ 5 0.0503 0.16 Q v I 6+10 0.0515 0.18 Q V 6+15 0.0527 0.18 Q v 6+20 0.0540 0.18 Q v I 6+2,5 0.0552 0.18 Q v I 6+30 0.0565 0.18 Q v I 6+35 0.0578 0.19 Q V 6+40 0.0591 0.20 Q v 6+45 0.0605 0.20 Q v I 6+50 0.0619 0.20 Q v I 6+55 0.0633 0.20 Q v I 7+ 0 0.0647 0.20 Q v 7+ 5 0.0661 0.20 Q v 7+10 0.0675 0.20 Q v 7+15 0.0689 0.20 Q v 7+20 0.0703 0.21 Q v 7+25 0.0718 0.22 Q v ! I 7+30 0.0733 0.22 Q v 7+35 0.0749 0.22 Q v I I 7+40 0.0765 0.24 Q V 7+45 0.0782 0.24 Q v 1 7+50 0.0798 0.24 Q v 7+55 0.0816 0.26 IQ v 8+ 0 0.0834 0.26 IQ v I I 8+ 5 0.0852 0.27 IQ V I 8+10 0.0872 0.29 IQ v Page 8 CEXISTING245.out 8+15 0.0893 0.30 IQ V I 8+20 0.0914 0.30 IQ V I I I 8+25 0.0935 0.30 IQ V 8+30 0.0956 0.30 IQ VI 8+35 0.0977 0.31 IQ VI 8+40 0.0999 0.32 IQ VI 8+45 0.1021 0.32 IQ VI I 8+50 0.1043 0.33 IQ VI ! 8+55 0.1067 0.34 IQ V I 9+ 0 0.1090 0.34 IQ V 9+ 5 0.1114 0.35 IQ V ! 9+10 0.1140 0.37 IQ V I 9+15 0.1166 0.38 IQ IV 9+20 0.1193 0.39 IQ IV I 9+25 0.1220 0.40 IQ IV 9+30 0.1248 0.40 IQ IV ( II 9+35 0.1276 0.41 IQ I V I 9+40 0.1305 0.42 IQ I V 9+45 0.1334 0.42 IQ I V 9+50 0.1363 0.43 IQ I V 9+55 0.1394 0.44 IQ I V 10+ 0 0.1424 0.44 IQ I V I 10+ 5 0.1454 0.43 IQ I V I I II 10+10 0.1479 0.36 IQ I V I I 10+15 0.1501 0.33 IQ I V I 1 1 10+20 0.1523 0.31 IQ I V 10+25 0.1544 0.31 IQ I V 10+30 0.1565 0.31 IQ I V I ! I 10+35 0.1587 0.32 IQ I V I I 10+40 0.1613 0.37 IQ I V 10+45 0.1639 0.39 IQ I V I I I 10+50 0.1667 0.40 IQ I V 10+55 0.1695 0.40 IQ I V I I 11+ 0 0.1723 0.41 IQ I V I I 11+ 5 0.1751 0.40 IQ ! V I 1 11+10 0.1778 0.39 IQ I V I I 11+15 0.1805 0.39 IQ I V I I I 11+20 0.1831 0.39 IQ I V I I 11+25 0.1858 0.39 IQ I V I ! 11+30 0.1885 0.39 IQ V I I 11+35 0.1911 0.38 IQ V I ! 11+40 0.1936 0.36 IQ I V I I 11+45 0.1960 0.35 IQ I V 1 ! 11+50 0.1984 0.35 IQ I V I I 11+55 0.2009 0.36 IQ I VI I 12+ 0 0.2034 0.36 IQ I VI I 12+ 5 0.2060 0.38 IQ VI I 12+10 0.2092 0.45 IQ VI I 12+15 0.2125 0.49 IQ I V 12+20 0.2160 0.50 I Q I V 12+25 0.2195 0.52 Q I V 12+30 0.2231 0.52 : Q I IV I II 12+35 0.2268 0.53 1 Q I IV 12+40 0.2306 0.55 1 Q I IV 12+45 0.2345 0.56 I Q I I V 12+50 0.2384 0.57 I Q I I V II 12+55 0.2424 0.58 I Q I I V 13+ 0 0.2465 0.59 I Q I I V I 13+ 5 0.2506 0.60 I Q I I V I I 13+10 0.2551 0.65 I Q I I V I ! 13+15 0.2597 0.68 I Q I I V I I 13+20 0.2644 0.69 I Q I I V I ! 13+25 0.2692 0.69 I Q I I V I I Page 9 CEXISTING245.Out 13+30 0.2740 0.69 I Q I I V I I 13+35 0.2786 0.67 I Q I V I I 13+40 0.2824 0. 55 I Q I I V I I 13+45 0.2858 0.50 I Q I V I I 13+50 0.2892 0.48 IQ I I V I I 13+55 0.2924 0.47 IQ I I V I I 14+ 0 0.2957 0.47 IQ I I V I I 14+ 5 0.2990 0.48 IQ I I V I I 14+10 0.3025 0.52 1 Q I I V I I 14+15 0.3062 0.54 1 Q I I VI 1 14+20 0.3100 0.54 1 Q I I VI 14+25 0.3136 0. 53 1 Q I I VI I 14+30 0.3173 0.53 I Q I I V 14+35 0.3209 0.53 I Q I I V I 14+40 0.3246 0.53 I Q I I V I 14+45 0.3282 0. 53 1 Q I I IV I 14+50 0.3319 0.53 1 Q I I IV 14+55 0.3354 0.52 1 Q I I IV I 15+ 0 0.3390 0.51 I Q I I I V I 15+ 5 0.3425 0.51 I Q I I I V I 15+10 0.3459 0.50 IQ I I I V I 15+15 0.3493 0.49 IQ I I I V I 15+20 0.3526 0.49 IQ I I I V l 15+25 0.3559 0.48 IQ I I I V I 15+30 0.3591 0.47 IQ I I I V I 15+35 0.3623 0.46 IQ I I I V I 15+40 0.3652 0.42 IQ I I I V I 15+45 0.3680 0.40 IQ I I I V 15+50 0.3707 0.39 IQ I I I V 15+55 0.3733 0.39 IQ I I I V I 16+ 0 0.3760 0.39 IQ I I I V 16+ 5 0.3785 0.36 IQ I I I V I 16+10 0.3798 0.20 Q I I I V 16+15 0.3807 0.13 Q I I I V I 16+20 0.3814 0.10 Q I I I V I 16+25 0.3820 0.09 Q I I I V I 16+30 0.3826 0.09 Q I I I V I 16+35 0.3832 0.08 Q I i I V I 16+40 0.3836 0.07 Q I I I V I 16+45 0.3841 0.06 Q I I I V I 16+50 0.3845 0.06 Q ( I I V 1 16+55 0.3849 0.06 Q I I I V I 17+ 0 0.3854 0.06 Q I I I V I 17+ 5 0.3858 0.07 Q I I I V I 17+10 0.3864 0.09 Q I I I V 1 17+15 0.3871 0.10 Q I I I V I 17+20 0.3877 0.10 Q I I I V I 17+25 0.3884 0.10 Q I I I V I 17+30 0.3891 0.10 Q I I I V 17+35 0.3898 0.10 Q I I I V i 17+40 0.3905 0.10 Q I I I V I 17+45 0.3912 0.10 Q I I I V I 17+50 0.3919 0.10 Q I I I V 17+55 0.3925 0.09 Q I I I V 18+ 0 0.3931 0.08 Q I I I V 18+ 5 0.3937 0.08 Q I I 1 V 18+10 0.3943 0.08 Q I I I V 18+15 0.3948 0.08 Q I I I V 18+20 0.3954 0.08 Q I I I V 18+25 0.3959 0.08 Q I I I V 18+30 0.3965 0.08 Q I ( I V 18+35 0.3970 0.08 Q I I I V 18+40 0.3975 0.07 Q I 1 I V Page 10 CEXISTING245.out 18+45 0.3980 0.06 Q I I I v l 18+50 0.3984 0.06 Q I I I v l 18+55 0.3987 0.05 Q I I ( v l 19+ 0 0.3990 0.04 Q I I I v l 19+ 5 0.3993 0.04 Q I I I v l 19+10 0.3997 0.05 Q I i I v l 19+15 0.4001 0.06 Q I I I v l 19+20 0.4005 0.06 Q I I I v l 19+25 0.4010 0.07 Q I I I v l 19+30 0.4016 0.08 Q I I I v l 19+35 0.4021 0.08 Q I I I v l 19+40 0.4026 0.07 Q I I I v l 19+45 0.4030 0.06 Q I I I v l 19+50 0.4034 0.06 Q ! I I v l 19+55 0.4038 0.05 Q I I I v l 20+ 0 0.4041 0.04 Q I I I v l 20+ 5 0.4044 0.04 Q I I I v l 20+10 0.4047 0.05 Q I I I v l 20+15 0.4051 0.06 Q I I I v l 20+20 0.4056 0.06 Q I I I v l 20+25 0.4060 0.06 Q I I I v l 20+30 0.4064 0.06 Q I I I v l 20+35 0.4068 0.06 Q I I I v l 20+40 0.4072 0.06 Q I I I v l 20+45 0.4076 0.06 Q I I I v l 20+50 0.4081 0.06 Q I I I v l 20+55 0.4084 0.05 Q I I I v l 21+ 0 0.4087 0.04 Q I I I v l 21+ 5 0.4090 0.04 Q I I ( v l 21+10 0.4094 0.05 Q I I I v l 21+15 0.4098 0.06 Q I I I v l 21+20 0.4102 0.06 Q I I I vl 21+25 0.4105 0.05 Q I I I vl 21+30 0.4108 0.04 Q I i I vl 21+35 0.4111 0.04 Q I I I vl 21+40 0.4115 0.05 Q I I I v1 21+45 0.4119 0.06 Q I I I vl 21+50 0.4123 0.06 Q I I I v1 21+55 0.4126 0.05 Q I I I v1 22+ 0 0.4129 0.04 Q I I I vl 22+ 5 0.4132 0.04 Q I I I v1 22+10 0.4136 0.05 Q I I I vl 22+15 0-.4140 0.06 Q I I I vl 22+20 0.4144 0.06 Q I I I vl 22+25 0.4147 0.05 Q I I I vl 22+30 0.4150 0.04 Q I I I vl 22+35 0.4153 0.04 Q I I I vl 22+40 0.4156 0.04 Q I I I vl 22+45 0.4159 0.04 Q I I I vl 22+50 0.4161 0.04 Q I I I vl 22+55 0.4164 0.04 Q I I I VI 23+ 0 0.4167 0.04 Q I I I vl 23+ 5 0.4170 0.04 Q I I I vl 23+10 0.4173 0.04 Q I I i vl 23+15 0.4175 0.04 Q I I I v1 23+20 0.4178 0.04 Q I I I vl 23+25 0.4181 0.04 Q I I I vl 23+30 0.4184 0.04 Q I I I vl 23+35 0.4187 0.04 Q I I I vl 23+40 0.4189 0.04 Q I I I vl 23+45 0.4192 0.04 Q I I I vl 23+50 0.4195 0.04 Q I I i vl 23+55 0.4198 0.04 Q I I I vl Page 11 M CEXISTING245.Out 24+ 0 0.4201 0.04 Q I I I VI 24+ 5 0.4203 0.04 Q I I I VI 24+10 0.4204 0.02 Q I I I VI 24+15 0.4205 0.01 Q I I 24+20 0.4205 0.00 Q I ! v 24+25 0.4205 0.00 Q I 24+30 0.4205 0.00 Q I I I v 24+35 0.4205 0.00 Q I I I vl 24+40 0.4205 0.00 Q I I I VI ------------------------------------------------------------------------ Page 12 CEXISTING2410.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 Study date 05/07/05 File: CEXISTING2410.out ++++++++++++.iH .++++++++++++++++++++++++++++++++++++............++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 ---------------------------------------------------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values used English units used in output format ------------------------------------------------------------------------- EXISTING AREA C UNIT AREA HYDROGRAPH 10 YEAR BY: MATTHEW W. BUSCH ------------------------------------------------------------------- Drainage Area = 15.20(Ac.) = 0.024 Sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. 25% of lag time = 1.45 Min. 40% of lag time = 2.32 Min. Unit time = 5 .00 Min. Duration of storm = 24 Hour(s) user Entered Base Flow = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] Weighting[1*2] 15.20 2.50 38.00 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2] 15.20 6.00 91.20 STORM EVENT (YEAR) = 10.00 Area Averaged 2-Year Rainfall = 2.500(In) Area Averaged 100-Year Rainfall = 6.000(In) Point rain (area averaged) = 3.940(In) Areal adjustment factor = 100.00 % Adjusted average point rain = 3.940(In) sub-Area Data: Area(Ac.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(Ac.) Page 1 CEXI5TING2410.out RI RI Infil . Rate Impervious Adj. Infil . Rate Area% F AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 68.0 68.0 0.384 0.000 0.384 1.000 0.384 Sum (F) = 0. 384 Area averaged mean soil loss (F) (In/Hr) = 0.384 Minimum soil loss rate ((In/Hr)) = 0.192 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.900 ------------------------------------------------ U n i t H y d r o g r a p h FOOTHILL S-Curve -------------------------------------------------------------------- Unit Hydrograph Data --------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS) ----------------------------------------------------------------------- 1 0.083 86.177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 ---------------------------------------------------------------------------- Unit Time Pattern storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.07 0.032 0.680 0.028 0.00 2 0.17 0.07 0.032 0.677 0.028 0.00 3 0.25 0.07 0.032 0.675 0.028 0.00 4 0.33 0.10 0.047 0.672 0.043 0.00 5 0.42 0.10 0.047 0.670 0.043 0.00 6 0.50 0.10 0.047 0.667 0.043 0.00 7 0.58 0.10 0.047 0.664 0.043 0.00 8 0.67 0.10 0.047 0.662 0.043 0.00 9 0.75 0.10 0.047 0.659 0.043 0.00 10 0.83 0.13 0.063 0.657 0.057 0.01 11 0.92 0.13 0.063 0.654 0.057 0.01 12 1.00 0.13 0.063 0.651 0.057 0.01 13 1.08 0.10 0.047 0.649 0.043 0.00 14 1.17 0.10 0.047 0.646 0.043 0.00 15 1.25 0.10 0.047 0.644 0.043 0.00 16 1.33 0.10 0.047 0.641 0.043 0.00 17 1.42 0.10 0.047 0.639 0.043 0.00 18 1.50 0.10 0.047 0.636 0.043 0.00 19 1.58 0.10 0.047 0.633 0.043 0.00 20 1.67 0.10 0.047 0.631 0.043 0.00 21 1.75 0.10 0.047 0.628 0.043 0.00 22 1.83 0.13 0.063 0.626 0.057 0.01 23 1.92 0.13 0.063 0.623 0.057 0.01 24 2.00 0.13 0.063 0.621 0.057 0.01 25 2.08 0.13 0.063 0.618 0.057 0.01 26 2.17 0.13 0.063 0.616 0.057 0.01 27 2.25 0.13 0.063 0.613 0.057 0.01 28 2.33 0.13 0.063 0.611 0.057 0.01 Page 2 CEXISTING2410.Out 29 2.42 0.13 0.063 0.608 0.057 0.01 30 2.50 0.13 0.063 0.606 0.057 0.01 31 2.58 0.17 0.079 0.603 0.071 0.01 32 2.67 0.17 0.079 0.601 0.071 0.01 33 2.75 0.17 0.079 0. 598 0.071 0.01 34 2.83 0.17 0.079 0. 596 0.071 0.01 35 2.92 0.17 0.079 0. 593 0.071 0.01 36 3.00 0.17 0.079 0. 591 0.071 0.01 37 3.08 0.17 0.079 0. 589 0.071 0.01 38 3.17 0.17 0.079 0. 586 0.071 0.01 39 3.25 0.17 0.079 0. 584 0.071 0.01 40 3.33 0.17 0.079 0. 581 0.071 0.01 41 3.42 0.17 0.079 0.579 0.071 0.01 42 3.50 0.17 0.079 0.576 0.071 0.01 43 3.58 0.17 0.079 0.574 0.071 0.01 44 3.67 0.17 0.079 0.572 0.071 0.01 45 3.75 0.17 0.079 0.569 0.071 0.01 46 3.83 0.20 0.095 0.567 0.085 0.01 47 3.92 0.20 0.095 0.564 0.085 0.01 48 4.00 0.20 0.095 0.562 0.085 0.01 49 4.08 0.20 0.095 0.560 0.085 0.01 50 4.17 0.20 0.095 0.557 0.085 0.01 51 4.25 0.20 0.095 0.555 0.085 0.01 52 4.33 0.23 0.110 0.553 0.099 0.01 53 4.42 0.23 0.110 0.550 0.099 0.01 54 4.50 0.23 0.110 0.548 0.099 0.01 55 4.58 0.23 0.110 0.545 0.099 0.01 56 4.67 0.23 0.110 0.543 0.099 0.01 57 4.75 0.23 0.110 0.541 0.099 0.01 58 4.83 0.27 0.126 0.538 0.113 0.01 59 4.92 0.27 0.126 0.536 0.113 0.01 60 5.00 0.27 0.126 0.534 0.113 0.01 61 5.08 0.20 0.095 0.531 0.085 0.01 62 5.17 0.20 0.095 0.529 0.085 0.01 63 5.25 0.20 0.095 0.527 0.085 0.01 64 5.33 0.23 0.110 0.525 0.099 0.01 65 5.42 0.23 0.110 0.522 0.099 0.01 66 5.50 0.23 0.110 0.520 0.099 0.01 67 5.58 0.27 0.126 0.518 0.113 0.01 68 5.67 0.27 0.126 0.515 0.113 0.01 69 5.75 0.27 0.126 0.513 0.113 0.01 70 5.83 0.27 0.126 0.511 0.113 0.01 71 5.92 0.27 0.126 0.509 0.113 0.01 72 6.00 0.27 0.126 0.506 0.113 0.01 73 6.08 0.30 0.142 0.504 0.128 0.01 74 6.17 0.30 0.142 0.502 0.128 0.01 75 6.25 0.30 0.142 0.500 0.128 0.01 76 6.33 0.30 0.142 0.497 0.128 0.01 77 6.42 0.30 0.142 0.495 0.128 0.01 78 6.50 0.30 0.142 0.493 0.128 0.01 79 6.58 0.33 0.158 0.491 0.142 0.02 80 6.67 0.33 0.158 0.489 0.142 0.02 81 6.75 0.33 0.158 0.486 0.142 0.02 82 6.83 0.33 0.158 0.484 0.142 0.02 83 6.92 0.33 0.158 0.482 0.142 0.02 84 7.00 0.33 0.158 0.480 0.142 0.02 85 7.08 0.33 0.158 0.478 0.142 0.02 86 7.17 0.33 0.158 0.475 0.142 0.02 87 7.25 0.33 0.158 0.473 0.142 0.02 88 7.33 0.37 0.173 0.471 0.156 0.02 89 7.42 0.37 0.173 0.469 0.156 0.02 90 7.50 0.37 0.173 0.467 0.156 0.02 91 7.58 0.40 0.189 0.465 0.170 0.02 Page 3 CEXISTING2410.out 92 7.67 0.40 0.189 0.462 0.170 0.02 93 7.75 0.40 0.189 0.460 0.170 0.02 94 7.83 0.43 0.205 0.458 0.184 0.02 95 7.92 0.43 0.205 0.456 0.184 0.02 96 8.00 0.43 0.205 0.454 0.184 0.02 97 8.08 0.50 0.236 0.452 0.213 0.02 98 8.17 0.50 0.236 0.450 0.213 0.02 99 8.25 0.50 0.236 0.448 0.213 0.02 100 8.33 0.50 0.236 0.446 0.213 0.02 101 8.42 0.50 0.236 0.443 0.213 0.02 102 8. 50 0.50 0.236 0.441 0.213 0.02 103 8. 58 0.53 0.252 0.439 0.227 0.03 104 8.67 0.53 0.252 0.437 0.227 0.03 105 8.75 0.53 0.252 0.435 0.227 0.03 106 8.83 0.57 0.268 0.433 0.241 0.03 107 8.92 0.57 0.268 0,431 0.241 0.03 108 9.00 0.57 0.268 0.429 0.241 0.03 109 9.08 0.63 0.299 0.427 0.269 0.03 110 9.17 0.63 0.299 0.425 0.269 0.03 111 9.25 0.63 0.299 0.423 0.269 0.03 112 9.33 0.67 0.315 0.421 0.284 0.03 113 9.42 0.67 0.315 0.419 0.284 0.03 114 9. 50 0.67 0.315 0.417 0.284 0.03 115 9. 58 0.70 0.331 0.415 0.298 0.03 116 9.67 0.70 0.331 0.413 0.298 0.03 117 9.75 0.70 0.331 0.411 0.298 0.03 118 9.83 0.73 0.347 0.409 0.312 0.03 119 9.92 0.73 0.347 0.407 0.312 0.03 120 10.00 0.73 0.347 0,405 0.312 0.03 121 10.08 0.50 0.236 0.403 0.213 0.02 122 10.17 0.50 0.236 0.401 0.213 0.02 123 10.25 0.50 0.236 0.399 0.213 0.02 124 10.33 0.50 0.236 0.397 0.213 0.02 125 10.42 0.50 0.236 0.395 0.213 0.02 126 10.50 0.50 0.236 0.393 0.213 0.02 127 10.58 0.67 0.315 0.392 0.284 0.03 128 10.67 0.67 0.315 0.390 0.284 0.03 129 10.75 0.67 0.315 0.388 0.284 0.03 130 10.83 0.67 0.315 0.386 0.284 0.03 131 10.92 0.67 0.315 0.384 0.284 0.03 132 11.00 0.67 0.315 0.382 0.284 0.03 133 11.08 0.63 0.299 0.380 0.269 0.03 134 11.17 0.63 0.299 0.378 0.269 0.03 135 11.25 0.63 0.299 0.376 0.269 0.03 136 11.33 0.63 0.299 0.375 0.269 0.03 137 11.42 0.63 0.299 0.373 0.269 0.03 138 11.50 0.63 0.299 0.371 0.269 0.03 139 11.58 0.57 0.268 0.369 0.241 0.03 140 11.67 0.57 0.268 0.367 0.241 0.03 141 11.75 0.57 0.268 0.365 0.241 0.03 142 11.83 0.60 0.284 0.364 0.255 0.03 143 11.92 0.60 0.284 0.362 0.255 0.03 144 12.00 0.60 0.284 0.360 0.255 0.03 145 12.08 0.83 0.394 0.358 --- 0.04 146 12.17 0.83 0.394 0.356 --- 0.04 147 12.25 0.83 0.394 0.355 --- 0.04 148 12.33 0.87 0.410 0.353 --- 0.06 149 12.42 0.87 0.410 0.351 --- 0.06 150 12.50 0.87 0.410 0.349 --- 0.06 151 12.58 0.93 0.441 0.347 --- 0.09 152 12.67 0.93 0.441 0.346 --- 0.10 153 12.75 0.93 0.441 0.344 --- 0.10 154 12.83 0.97 0.457 0.342 --- 0.11 Page 4 CEXISTING2410.out 155 12.92 0.97 0.457 0.340 --- 0.12 156 13.00 0.97 0.457 0.339 --- 0.12 157 13.08 1.13 0.536 0.337 --- 0.20 158 13.17 1.13 0.536 0.335 --- 0.20 159 13.25 1.13 0.536 0.334 --- 0.20 160 13.33 1.13 0.536 0.332 --- 0.20 161 13.42 1.13 0.536 0.330 --- 0.21 162 13. 50 1.13 0.536 0.329 --- 0.21 163 13. 58 0.77 0.362 0.327 --- 0.04 164 13.67 0.77 0.362 0.325 --- 0.04 165 13.75 0.77 0.362 0.324 --- 0.04 166 13.83 0.77 0.362 0.322 --- 0.04 167 13.92 0.77 0.362 0.320 --- 0.04 168 14.00 0.77 0.362 0.319 --- 0.04 169 14.08 0.90 0.425 0.317 --- 0.11 170 14.17 0.90 0.425 0.315 --- 0.11 171 14.25 0.90 0.425 0.314 --- 0.11 172 14.33 0.87 0.410 0.312 --- 0.10 ' 173 14.42 0.87 0.410 0.311 --- 0.10 174 14. 50 0.87 0.410 0.309 --- 0.10 175 14.58 0.87 0.410 0.307 --- 0.10 176 14.67 0.87 0.410 0.306 --- 0.10 177 14.75 0.87 0.410 0.304 --- 0.11 178 14.83 0.83 0.394 0.303 --- 0.09 179 14.92 0.83 0.394 0.301 --- 0.09 180 15.00 0.83 0.394 0.300 --- 0.09 181 15.08 0.80 0.378 0.298 --- 0.08 182 15.17 0.80 0.378 0.297 --- 0.08 183 15.25 0.80 0.378 0.295 --- 0.08 184 15.33 0.77 0.362 0.294 --- 0.07 185 15.42 0.77 0.362 0.292 -- 0.07 186 15.50 0.77 0.362 0.291 --- 0.07 187 15.58 0.63 0.299 0.289 --- 0.01 188 15.67 0.63 0.299 0.288 --- 0.01 189 15.75 0.63 0.299 0.286 --- 0.01 190 15.83 0.63 0.299 0.285 --- 0.01 191 15.92 0.63 0.299 0.283 --- 0.02 192 16.00 0.63 0.299 .0.282 --- 0.02 193 16.08 0.13 0.063 0.280 0.057 0.01 194 16.17 0.13 0.063 0.279 0.057 0.01 195 16.25 0.13 0.063 0.277 0.057 0.01 196 16.33 0.13 0.063 0.276 0.057 0.01 197 16.42 0.13 0.063 0.275 0.057 0.01 198 16.50 0.13 0.063 0.273 0.057 0.01 199 16.58 0.10 0.047 0.272 0.043 0.00 200 16.67 0.10 0.047 0.270 0.043 0.00 201 16.75 0.10 0.047 0.269 0.043 0.00 202 16.83 0.10 0.047 0.268 0.043 0.00 203 16.92 0.10 0.047 0.266 0.043 0.00 204 17.00 0.10 0.047 0.265 0.043 0.00 205 17.08 0.17 0.079 0.264 0.071 0.01 206 17.17 0.17 0.079 0.262 0.071 0.01 207 17.25 0.17 0.079 0.261 0.071 0.01 208 17.33 0.17 0.079 0.260 0.071 0.01 209 17.42 0.17 0.079 0.258 0.071 0.01 210 17.50 0.17 0.079 0.257 0.071 0.01 211 17.58 0.17 0.079 0.256 0.071 0.01 212 17.67 0.17 0.079 0.255 0.071 0.01 213 17.75 0.17 0.079 0.253 0.071 0.01 214 17.83 0.13 0.063 0.252 0.057 0.01 215 17.92 0.13 0.063 0.251 0.057 0.01 216 18.00 0.13 0.063 0.250 0.057 0.01 217 18.08 0.13 0.063 0.248 0.057 0.01 Page 5 CEXISTING2410.out 218 18.17 0.13 0.063 0.247 0.057 0.01 219 18.25 0.13 0.063 0.246 0.057 0.01 220 18.33 0.13 0.063 0.245 0.057 0.01 221 18.42 0.13 0.063 0.243 0.057 0.01 222 18.50 0.13 0.063 0.242 0.057 0.01 223 18.58 0.10 0.047 0.241 0.043 0.00 224 18.67 0.10 0.047 0.240 0.043 0.00 225 18.75 0.10 0.047 0.239 0.043 0.00 226 18.83 0.07 0.032 0.238 0.028 0.00 227 18.92 0.07 0.032 0.237 0.028 0.00 228 19.00 0.07 0.032 0.235 0.028 0.00 229 19.08 0.10 0.047 0.234 0.043 0.00 230 19.17 0.10 0.047 0.233 0.043 0.00 231 19.25 0.10 0.047 0.232 0.043 0.00 232 19.33 0.13 0.063 0.231 0.057 0.01 233 19.42 0.13 0.063 0.230 0.057 0.01 234 19.50 0.13 0.063 0.229 0.057 0.01 235 19.58 0.10 0.047 0.228 0.043 0.00 236 19.67 0.10 0.047 0.227 0.043 0.00 237 19.75 0.10 0.047 0.226 0.043 0.00 238 19.83 0.07 0.032 0.225 0.028 0.00 239 19.92 0.07 0.032 0.224 0.028 0.00 240 20.00 0.07 0.032 0.223 0.028 0.00 241 20.08 0.10 0.047 0.222 0.043 0.00 242 20.17 0.10 0.047 0.221 0.043 0.00 243 20.25 0.10 0.047 0.220 0.043 0.00 244 20.33 0.10 0.047 0.219 0.043 0.00 245 20.42 0.10 0.047 0.218 0.043 0.00 246 20.50 0.10 0.047 0.217 0.043 0.00 247 20.58 0.10 0.047 0.216 0.043 0.00 248 20.67 0.10 0.047 0.215 0.043 0.00 249 20.75 0.10 0.047 0.214 0.043 0.00 250 20.83 0.07 0.032 0.213 0.028 0.00 251 20.92 0.07 0.032 0.213 0.028 0.00 252 21.00 0.07 0.032 0.212 0.028 0.00 253 21.08 0.10 0.047 0.211 0.043 0.00 254 21.17 0.10 0.047 0.210 0.043 0.00 255 21.25 0.10 0.047 0.209 0.043 0.00 256 21.33 0.07 0.032 0.208 0.028 0.00 257 21.42 0.07 0.032 0.208 0.028 0.00 258 21.50 0.07 0.032 0.207 0.028 0.00 259 21.58 0.10 0.047 0.206 0.043 0.00 260 21.67 0.10 0.047 0.205 0.043 0.00 261 21.75 0.10 0.047 0.205 0.043 0.00 262 21.83 0.07 0.032 0.204 0.028 0.00 263 21.92 0.07 0.032 0.203 0.028 0.00 264 22.00 0.07 0.032 0.203 0.028 0.00 265 22.08 0.1Q 0.047 0.202 0.043 0.00 266 22.17 0.10 0.047 0.201 0.043 0.00 267 22.25 0.10 0.047 0.201 0.043 0.00 268 22.33 0.07 0.032 0.200 0.028 0.00 269 22.42 0.07 0.032 0.199 0.028 0.00 270 22.50 0.07 0.032 0.199 0.028 0.00 271 22.58 0.07 0.032 0.19'8 0.028 0.00 272 22.67 0.07 0.032 0.198 0.028 0.00 273 22.75 0.07 0.032 0.197 0.028 0.00 274 22.83 0.07 0.032 0.197 0.028 0.00 275 22.92 0.07 0.032 0.196 0.028 0.00 276 23.00 0.07 0.032 0.196 0.028 0.00 277 23.08 0.07 0.032 0.195 0.028 0.00 278 23.17 0.07 0.032 0.195 0.028 0.00 279 23.25 0.07 0.032 0.194 0.028 0.00 280 23.33 0.07 0.032 0.194 0.028 0.00 Page 6 CEXISTING2410.out 281 23.42 0.07 0.032 0.194 0.028 0.00 282 23.50 0.07 0.032 0.193 0.028 0.00 283 23.58 0.07 0.032 0.193 0.028 0.00 284 23.67 0.07 0.032 0.193 0.028 0.00 285 23.75 0.07 0.032 0.192 0.028 0.00 286 23.83 0.07 0.032 0.192 0.028 0.00 287 23.92 0.07 0.032 0.192 0.028 0.00 288 24.00 0.07 0.032 0.192 0.028 0.00 Sum = 100.0 Sum = 6.9 Flood volume = Effective rainfall 0.58(In) times area 15.2(Ac.)/[(In)/(Ft.)] = 0.7(Ac.Ft) Total soil loss = 3.36(In) Total soil loss = 4.259(Ac.Ft) Total rainfall = 3.94(In) Flood volume = 31844.9 Cubic Feet Total soil loss = 185538.1 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 3.121(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T 0 R M R u n o f f H y d r o g r a p h ------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) ------------------------------------------- -------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0000 0.00 Q I 0+10 0.0002 0.03 Q 0+15 0.0005 0.04 Q 0+20 0.0008 0.05 Q 0+25 0.0013 0.06 Q 0+30 0.0017 0.07 Q 0+35 0.0022 0.07 Q I 0+40 0.0027 0.07 Q I I I 0+45 0.0032 0.07 Q I 0+50 0.0037 0.07 Q 0+55 0.0043 0.09 Q I 1+ 0 0.0050 0.09 Q 1+ 5 0.0056 0.09 Q 1+10 0.0062 0.08 Q 1+15 0.0067 0.08 Q ( I 1+20 0.0072 0.07 Q. I 1+25 0.0077 0.07 Q I 1+30 0.0082 0.07 Q I ! I 1+35 0.0087 0.07 Q I 1+40 0.0092 0.07 Q 1+45 0.0097 0.07 Q 1+50 0.0102 0.07 Q 1+55 0.0108 0.09 Q 2+ 0 0.0115 0.09 Q 2+ 5 0.0121 0.09 Q 2+10 0.0128 0.10 Q I I 2+15 0.0134 0.10 Q 2+20 0.0141 0.10 Q 2+25 0.0148 0.10 Q 2+30 0.0154 0.10 Q 2+35 0.0161 0.10 Q 2+40 0.0169 0.11 Q I I 2+45 0.0177 0.12 Q 2+50 0.0185 0.12 Qv I I ! I 2+55 0.0193 0.12 Qv I I I Page 7 CEXISTING2410.out 3+ 0 0.0202 0.12 QV I I I I 3+ 5 0.0210 0.12 Qv 3+10 0.0218 0.12 QV 3+15 0.0227 0.12 Qv 3+20 0.0235 0.12 Qv I 3+25 0.0243 0.12 Qv 3+30 0.0252 0.12 Qv I 3+35 0.0260 0.12 QV 3+40 0.0268 0.12 QV I I 3+45 0.0277 0.12 QV I I I I 3+50 0.0285 0.12 Qv I 3+55 0.0294 0.14 Qv I I 4+ 0 0.0304 0.14 QV I I I I 4+ 5 0.0314 0.14 QV I I 4+10 0.0324 0.14 QV 4+15 0.0334 0.14 QV I I 4+20 0.0344 0.15 QV 4+25 0.0355 0.16 QV I ! 4+30 0.0366 0.17 Q V I I 4+35 0.0378 0.17 Q V I ( I I 4+40 0.0390 0.17 Q V 4+45 0.0401 0.17 Q V I I I I 4+50 0.0413 0.17 Q V ( I I I 4+55 0.0426 0.18 Q V I I I I 5+ 0 0.0439 0.19 Q v 5+ 5 0.0452 0.19 Q V I I I I 5+10 0.0463 0.16 Q V I I ! 5+15 0.0473 0.15 Q V I I I 5+20 0.0484 0.15 Q v 5+25 0.0495 0.16 Q V 5+30 0.0506 0.17 Q V 5+35 0.0518 0.17 Q V I I ! 5+40 0.0531 0.18 Q V I I I! 5+45 0.0544 0.19 Q V 5+50 0.0557 0.19 Q v I I 5+55 0.0570 0.19 Q V I I 6+ 0 0.0583 0.19 Q v 6+ 5 0.0597 0.20 Q V 6+10 0.0611 0.21 Q V I I I 6+15 0.0626 0.21 Q V 6+20 0.0641 0.22 Q V I I I I 6+25 0.0656 0.22 Q V I I 6+30 0.0671 0.22 Q V I I! 6+35 0.0686 0.22 Q V 6+40 0.0702 0.23 Q V I I 6+45 0.0718 0.24 Q V 6+50 0.0735 0.24 Q V 6+55 0.0751 0.24 Q v ( I ! 7+ 0 0.0768 0.24 Q V I I 7+ 5 0.0784 0.24 Q v 7+10 0.0801 0.24 Q V 7+15 0.0818 0.24 Q V 7+20 0.0834 0.24 Q V 7+25 0.0852 0.26 IQ v 7+30 0.0870 0.26 IQ v 7+35 0.0889 0.27 IQ V I I 7+40 0.0908 0.28 IQ v I 7+45 0.0928 0.29 IQ V I I 7+50 0.0948 0.29 IQ V 7+55 0.0968 0.30 IQ V 8+ 0 0.0990 0.31 IQ V 8+ 5 0.1012 0.32 IQ v I ( I I 8+10 0.1035 0.34 IQ v I Page 8 CEXISTING2410.out 8+15 0.1060 0.35 IQ V I I I I 8+20 0.1084 0.36 IQ V I I I I 8+25 0.1109 0.36 IQ V 8+30 0.1134 0.36 IQ V 8+35 0.1159 0.36 IQ V I I I I 8+40 0.1185 0.38 IQ V I I I I 8+45 0.1212 0.38 IQ V I I I I 8+50 0.1238 0.39 IQ V I I I I 8+55 0.1266 0.40 IQ V I I ( I 9+ 0 0.1294 0.41 IQ V I I I I 9+ 5 0.1322 0.41 IQ V I I I I 9+10 0.1353 0.44 IQ V I I I I 9+15 0.1384 0.45 IQ V I I 9+20 0.1415 0.46 IQ V I I 9+25 0.1448 0.47 IQ V I I I I 9+30 0.1481 0.48 IQ V I ! I I 9+35 0.1514 0.48 IQ V I I I 9+40 0.1548 0.50 IQ V I 9+45 0.1583 0.50 I Q V I 9+50 0.1618 0.51 I Q V I I 9+55 0.1654 0.52 I Q VI 10+ 0 0.1690 0.53 1 Q VI 10+ 5 0.1726 0.51 1 Q VI 10+10 0.1755 0.43 IQ V 10+15 0.1782 0.39 IQ V 10+20 0.1807 0.37 IQ VI 10+25 0.1833 0.37 IQ V 10+30 0.1858 0.36 IQ V 10+35 0.1884 0.38 IQ V 10+46 0.1914 0.44 IQ V 10+45 0.1946 0.46 IQ V 10+50 0.1978 0.47 IQ V 1 10+55 0.2011 0.48 IQ IV ( I ! 11+ 0 0.2045 0.48 IQ IV ( I I 11+ 5 0.2078 0.48 IQ IV 11+10 0.2110 0.47 IQ IV 11+15 0.2142 0.46 IQ IV 1 11+20 0.2173 0.46 IQ IV 1 ! 11+25 0.2205 0.46 IQ I V I I 11+30 0.2237 0.46 IQ I V I I 11+35 0.2268 0.45 IQ I V 11+40 0.2298 0.43 IQ I V 11+45 0.2326 0.42 IQ I V 11+50 0.2355 0.42 IQ I V I ! 11+55 0.2384 0.43 IQ V I I 12+ 0 0.2414 0.43 IQ V 12+ 5 0.2445 0.45 IQ V 12+10 0.2480 0.51 1 Q V 12+15 0.2518 0.55 I Q V ! I 12+20 0.2560 0.61 I Q V I I I 12+25 0.2613 0.77 I Q V I I 12+30 0.2671 0.85 I Q ! V I ! 12+35 0.2736 0.95 I Q I V I I I 12+40 0.2821 1.23 I Q ! V ! 12+45 0.2916 1.37 I Q I! V I 12+50 0.3017 1.47 Q V I 12+55 0.3130 1.64 Q V 13+ 0 0.3249 1.73 Q V 13+ 5 0.3380 1.90 Q I V I 13+10 0.3557 2.57 Q VI 13+15 0.3754 2.87 IQ V 13+20 0.3961 3.00 1 Q IV 13+25 0.4173 3.08 1 Q I V Page 9 CEXISTING2410.out 13+30 0.4388 3.12 I 1 Q V I I 13+35 0.4586 2.88 I IQ I V I I 13+40 0.4692 1.53 I Q I I V I 13+45 0.4759 0.97 I Q I I V I I 13+50 0.4811 0.76 I Q I I V I I 13+55 0.4858 0.68 I Q I I V 14+ 0 0.4904 0.67 I Q I I V I I 14+ 5 0.4957 0.77 I Q I I V I I 14+10 0.5046 1.29 1 Q I I V I 14+15 0. 5151 1.52 I Q I I V I I 14+20 0.5262 1.61 I Q I I V I I 14+25 0.5368 1.55 I Q I I VI 14+30 0.5474 1. 53 I Q I I VI I 14+35 0.5580 1.54 I Q I I V I 14+40 0.5687 1.56 I Q I I IV I 14+45 0.5796 1.58 1 Q I I IV 14+50 0.5905 1.58 I Q I I I V I 14+55 0.6007 1.48 I Q I I I V I 15+ 0 0.6107 1.45 I Q I I 1 V I 15+ 5 0.6205 1.42 I Q I I I V I 15+10 0.6295 1.31 I Q I I I V I 15+15 0.6383 1.28 I Q I I I V I 15+20 0.6470 1.26 I Q I I I V I 15+25 0.6548 1.14 I Q I I I V I 15+30 0.6625 1.11 I Q I I I V I 15+35 0.6694 1.01 I Q I I I V I 15+40 0.6730 0.52 I Q I I I V I 15+45 0.6752 0.32 IQ I I I V I 15+50 0.6770 0.26 IQ I I I V I 15+55 0.6787 0.24 Q I I I V I 16+ 0 0.6804 0.25 Q I I I V I 16+ 5 0.6821 0.25 Q I I I V I 16+10 0.6832 0.16 Q I I I V 16+15 0.6840 0.12 Q I I I V I 16+20 0.6847 0.11 Q I I I V 16+25 0.6854 0.10 Q I I I V I 16+30 0.6861 0.10 Q I I I V I 16+35 0.6868 0.10 Q I I I V I 16+40 0.6873 0.08 Q I I 1 V 16+45 0.6879 0.08 Q I I I V 16+50 0.6884 0.07 Q I I I V I 16+55 0.6889 0.07 Q I I I V I 17+ 0 0.6894 0.07 Q I I I V I 17+ 5 0.6899 0.08 Q I I I V 17+10 0.6906 0.10 Q I I I V 17+15 0.6914 0.11 Q I I I V 17+20 0.6922 0.12 Q I I I V I 17+25 0.6930 0.12 Q I I I V I 17+30 0.6938 0.12 Q I I I V I 17+35 0.6947 0.12 Q I I I V I 17+40 0.6955 0.12 Q I I I V I 17+45 0.6963 0.12 Q I I I V I 17+50 0.6972 0.12 Q I I I V I 17+55 0.6979 0.11 Q I I I V I 18+ 0 0.6986 0.10 Q I I I V I 18+ 5 0.6992 0.10 Q I I I V I 18+10 0.6999 0.10 Q f I I V I 18+15 0.7006 0.10 Q I I I V I 18+20 0.7013 0.10 Q I I I V I 18+25 0.7019 0.10 Q I I I V I 18+30 0.7026 0.10 Q I I I V I 18+35 0.7032 0.09 Q I I I V I 18+40 0.7038 0.08 Q I I I V I Page 10 CEXISTING2410.Out 18+45 0.7043 0.08 Q I I I v l 18+50 0.7048 0.07 Q I I ( v 1 18+55 0.7052 0.06 Q I I I v l 19+ 0 0.7056 0.05 Q I I I v l 19+ 5 0.7059 0.05 Q I I I v l 19+10 0.7064 0.06 Q I I I v l 19+15 0.7069 0.07 Q I I I v l 19+20 0.7074 0.07 Q I I I v l 19+25 0.7080 0.09 Q I I I v l 19+30 0.7086 0.09 Q I I I v l 19+35 0.7092 0.09 Q I I I v l 19+40 0.7098 0.08 Q I I I v l 19+45 0.7103 0.08 Q I I I v l 19+50 0.7108 0.07 Q I I I v l 19+55 0.7112 0.06 Q I I I v l 20+ 0 0.7116 0.05 Q I I I v l 20+ 5 0.7119 0.05 Q I I I v l 20+10 0.7124 0.06 Q I I I v 1 20+15 0.7128 0.07 Q I I I VI 20+20 0.7133 0.07 Q I I I vl 20+25 0.7138 0.07 Q I I I vl 20+30 0.7143 0.07 Q I I I v1 20+35 0.7148 0.07 Q I I I vl 20+40 0.7153 0.07 Q I I I vl 20+45 0.7158 0.07 Q I I I VI 20+50 0.7163 0.07 Q I I vI 20+55 0.7167 0.06 Q I I vl 21+ 0 0.7171 0.05 Q I I I vl 21+ 5 0.7174 0.05 Q I I I VI 21+10 0.7179 0.06 Q I I I VI 21+15 0.7183 0.07 Q I I VI 21+20 0.7188 0.07 Q I I i v1 21+25 0.7192 0.06 Q I I I vl 21+30 0.7195 0.05 Q I I vI 21+35 0.7199 0.05 Q I I I VI 21+40 0.7203 0.06 Q I I vl 21+45 0.7208 0.07 Q I I VI 21+50 0.7213 0.07 Q i I vl 21+55 0.7217 0.06 Q I I vl 22+ 0 0.7220 0.05 Q I I VI 22+ 5 0.7224 0.05 Q I I vl 22+10 0.7228 0.06 Q I I I VI 22+15 0.7233 0.07 Q i I I VI 22+20 0.7238 0.07 Q I I I vI 22+25 0.7242 0.06 Q I I I vl 22+30 0.7245 0.05 Q I I I vl 22+35 0.7249 0.05 Q I I I vl 22+40 0.7252 0.05 Q I I I VI 22+45 0.7256 0.05 Q I I 1 vI 22+50 0.7259 0.05 Q I I I v1 22+55 0.7262 0.05 Q I I I vI 23+ 0 0.7266 0.05 Q I I I vi 23+ 5 0.7269 0.05 Q I I I VI 23+10 0.7272 0.05 Q I I I VI 23+15 0.7276 0.05 Q I I I VI 23+20 0.7279 0.05 Q I I I v1 23+25 0.7282 0.05 Q I I I vl 23+30 0.7285 0.05 Q I I I v1 23+35 0.7289 0.05 Q I I I VI 23+40 0.7292 0.05 Q I I I VI 23+45 0.7295 0.05 Q I I I vl 23+50 0.7299 0.05 Q I I I VI 23+55 0.7302 0.05 Q I I I vl Page 11 CEXISTING2410.out 24+ 0 0.7305 0.05 Q I I 1 VI 24+ 5 0.7308 0.04 Q I I I VI 24+10 0.7310 0.02 Q I 1 1 vI 24+15 0.7310 0.01 Q I I I VI 24+20 0.7310 0.00 Q I I I VI 24+25 0.7311 0.00 Q I I I VI 24+30 0.7311 0.00 Q I I I VI 24+35 0.7311 0.00 Q I I I VI 24+40 0.7311 0.00 Q I I I V ---------------------------------------------------------------------- Page 12 CEXISTING24100.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CEXISTING24100.0ut ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Riverside County Synthetic unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values used English Units used in output format ---------------------------------------------------------------------- EXISTING AREA C UNIT AREA HYDROGRAPH 100 YEAR BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Drainage Area = 15.20(Ac.) = 0.024 Sq. Mi . USER Entry of lag time in hours Lag time = 0.097 Hr. Lag time = 5.80 Min. 25% of lag time = 1.45 Min. 40% of lag time = 2.32 Min. Unit time = 5.00 Min. Duration of storm = 24 Hour(s) User Entered Base Flow = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2] 15.20 2.50 38.00 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In)[2] weighting[1*2] 15.20 6.00 91.20 STORM EVENT (YEAR) = 100.00 Area Averaged 2-Year Rainfall = 2.500(In) Area Averaged 100-Year Rainfall = 6.000(In) Point rain (area averaged) = 6.000(In) Areal adjustment factor = 100.00 % Adjusted average point rain = 6.000(In) Sub-Area Data: Area(Ac.) Runoff Index Impervious % 15.200 68.00 0.000 Total Area Entered = 15.20(Ac.) Page 1 CEXI5TING24100.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 68.0 68.0 0.384 0.000 0.384 1.000 0.384 Sum (F) = 0.384 Area averaged mean soil loss (F) SOW) = 0.384 Minimum soil loss rate ((In/Hr)) = 0.192 (for 24 hour storm duration) soil low loss rate (decimal) = 0.900 --------------------------------------------------------------------- U n i t H y d r o g r a p h FOOTHILL S-Curve --------------------------------------------------------------------- Unit Hydrograph Data --------------------------------------------------------------------- Unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) ---------------------------------------------------------------------- 1 0.083 86.177 10.346 1.585 2 0.167 172.354 51.812 7.937 3 0.250 258.532 22.119 3.388 4 0.333 344.709 9.005 1.379 5 0.417 430.886 4.122 0.631 a 6 0.500 517.063 1.324 0.203 7 0.583 603.240 0.665 0.102 8 0.667 689.417 0.474 0.073 9 0.750 775.595 0.133 0.020 Sum = 100.000 Sum= 15.319 ---- ------------------------------------------------------------------- Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max I Low (In/Hr) 1 0.08 0.07 0.048 0.680 0.043 0.00 2 0.17 0.07 0.048 0.677 0.043 0.00 3 0.25 0.07 0.048 0.675 0.043 0.00 4 0.33 0.10 0.072 0.672 0.065 0.01 5 0.42 0.10 0.072 0.670 0.065 0.01 6 0.50 0.10 0.072 0.667 0.065 0.01 7 0.58 0.10 0.072 0.664 0.065 0.01 8 0.67 0.10 0.072 0.662 0.065 0.01 9 0.75 0.10 0.072 0.659 0.065 0.01 10 0.83 0.13 0.096 0.657 0.086 0..01 11 0.92 0.13 0.096 0.654 0.086 0.01 12 1.00 0.13 0.096 0.651 0.086 0.01 13 1.08 0.10 0.072 0.649 0.065 0.01 14 1.17 0.10 0.072 0.646 0.065 0.01 15 1.25 0.10 0.072 0.644 0.065 0.01 16 1.33 0.10 0.072 0.641 0.065 0.01 17 1.42 0.10 0.072 0.639 0.065 0.01 18 1.50 0.10 0.072 0.636 0.065 0.01 19 1.58 0.10 0.072 0.633 0.065 0.01 20 1.67 0.10 0.072 0.631 0.065 0.01 21 1.75 0.10 0.072 0.628 0.065 0.01 22 1.83 0.13 0.096 0.626 0.086 0.01 23 1.92 0.13 0.096 0.623 0.086 0.01 24 2.00 0.13 0.096 0.621 0.086 0.01 25 2.08 0.13 0.096 0.618 0.086 0.01 26 2.17 0.13 0.096 0.616 0.086 0.01 27 2.25 0.13 0.096 0.613 0.086 0.01 28 2.33 0.13 0.096 0.611 0.086 0.01 Page 2 CEXISTING24100.out 29 2.42 0.13 0.096 0.608 0.086 0.01 30 2.50 0.13 0.096 0.606 0.086 0.01 31 2.58 0.17 0.120 0.603 0.108 0.01 32 2.67 0.17 0.120 0.601 0.108 0.01 33 2.75 0.17 0.120 0.598 0.108 0.01 34 2.83 0.17 0.120 0. 596 0.108 0.01 35 2.92 0.17 0.120 0.593 0.108 0.01 36 3.00 0.17 0.120 0.591 0.108 0.01 37 3.08 0.17 0.120 0.589 0.108 0.01 38 3.17 0.17 0.120 0.586 0.108 0.01 39 3.25 0.17 0.120 0.584 0.108 0.01 40 3.33 0.17 0.120 0.581 0.108 0.01 41 3.42 0.17 0.120 0. 579 0.108 0.01 42 3.50 0.17 0.120 0. 576 0.108 0.01 43 3.58 0.17 0.120 0.574 0.108 0.01 44 3.67 0.17 0.120 0.572 0.108 0.01 45 3.75 0.17 0.120 0.569 0.108 0.01 46 3.83 0.20 0.144 0.567 0.130 0.01 47 3.92 0.20 0.144 0.564 0.130 0.01 48 4.00 0.20 0..144 0.562 0.130 0.01 49 4.08 0.20 0.144 0.560 0.130 0.01 50 4.17 0.20 0.144 0.557 0.130 0.01 51 4.25 0.20 0.144 0.555 0.130 0.01 52 4.33 0.23 0.168 0.553 0.151 0.02 53 4.42 0.23 0.168 0.550 0.151 0.02 54 4.50 0.23 0.168 0.548 0.151 0.02 55 4.58 0.23 0.168 0.545 0.151 0.02 56 4.67 0.23 0.168 0.543 0.151 0.02 57 4.75 0.23 0.168 0.541 0.151 0.02 58 4.83 0.27 0.192 0.538 0.173 0.02 59 4.92 0.27 0.192 0.536 0.173 0.02 60 5.00 0.27 0.192 0.534 0.173 0.02 61 5.08 0.20 0.144 0.531 0.130 0.01 62 5.17 0.20 0.144 0.529 0.130 0.01 63 5.25 0.20 0.144 0.527 0.130 0.01 64 5.33 0.23 0.168 0.525 0.151 0.02 65 5.42 0.23 0.168 0.522 0.151 0.02 66 5.50 0.23 0.168 0.520 0.151 0.02 67 5.58 0.27 0.192 0.518 0.173 0.02 68 5.67 0.27 0.192 0.515 0.173 0.02 69 5.75 0.27 0.192 0.513 0.173 0.02 70 5.83 0.27 0.192 0.511 0.173 0.02 71 5.92 0.27 0.192 0.509 0.173 0.02 72 6.00 0.27 0.192 0.506 0.173 0.02 73 6.08 0.30 0.216 0.504 0.194 0.02 74 6.17 0.30 0.216 0.502 0.194 0.02 75 6.25 0.30 0.216 0.500 0.194 0.02 76 6.33 0.30 0.216 0.497 0.194 0.02 77 6.42 0.30 0.216 0.495 0.194 0.02 78 6.50 0.30 0.216 0.493 0.194 0.02 79 6.58 0.33 0.240 0.491 0.216 0.02 80 6.67 0:33 0.240 0.489 0.216 0.02 81 6.75 0.33 0.240 0.486 0.216 0.02 82 6.83 0.33 0.240 0.484 0.216 0.02 83 6.92 0.33 0.240 0.482 0.216 0.02 84 7.00 0.33 0.240 0.480 0.216 0.02 85 7.08 0.33 0.240 0.478 0.216 0.02 86 7.17 0.33 0.240 0.475 0.216 0.02 87 7.25 0.33 0.240 0.473 0.216 0.02 88 7.33 0.37 0.264 0.471 0.238 0.03 89 7.42 0.37 0.264 0.469 0.238 0.03 90 7.50 0.37 0.264 0.467 0.238 0.03 91 7.58 0.40 0.288 0.465 0.259 0.03 Page 3 CEXISTING24100.out 92 7.67 0.40 0.288 0.462 0.259 0.03 93 7.75 0.40 0.288 0.460 0.259 0.03 94 7.83 0.43 0.312 0.458 0.281 0.03 95 7.92 0.43 0.312 0.456 0.281 0.03 96 8.00 0.43 0. 312 0.454 0.281 0.03 97 8.08 0.50 0.360 0.452 0.324 0.04 98 8.17 0.50 0.360 0.450 0.324 0.04 99 8.25 0.50 0. 360 0.448 0.324 0.04 100 8.33 0.50 0.360 0.446 0.324 0.04 101 8.42 0.50 0.360 0.443 0.324 0.04 102 8.50 0.50 0.360 0.441 0.324 0.04 103 8.58 0.53 0.384 0.439 0.346 0.04 104 8.67 0.53 0.384 0.437 0.346 0.04 105 8.75 0.53 0.384 0.435 0.346 0.04 106 8.83 0.57 0.408 0.433 0.367 0.04 107 8.92 0.57 0.408 0.431 0.367 0.04 108 9.00 0.57 0.408 0.429 0.367 0.04 109 9.08 0.63 0.456 0.427 --- 0.03 110 9.17 0.63 0.456 0.425 --- 0.03 111 9.25 0.63 0.456 0.423 --- 0.03 112 9.33 0.67 0.480 0.421 --- 0.06 113 9.42 0.67 0.480 0.419 --- 0.06 114 9.50 0.67 0.480 0.417 --- 0.06 115 9.58 0.70 0.504 0.415 --- 0.09 116 9.67 0.70 0.-504 0.413 --- 0.09 117 9.75 0.70 0.504 0.411 --- 0.09 118 9.83 0.73 0.528 0.409 --- 0.12 119 9.92 0.73 0.528 0.407 --- 0.12 120 10.00 0.73 0.528 0.405 --- 0.12 121 10.08 0.50 0.360 0.403 0.324 0.04 122 10.17 0.50 0.360 0.401 0.324 0.04 123 10.25 0.50 0.360 0.399 0.324 0.04 124 10.33 0.50 0.360 0.397 0.324 0.04 125 10.42 0.50 0.360 0.395 0.324 0.04 126 10.50 0.50 0.360 0.393 0.324 0.04 127 10.58 0.67 0.480 0.392 --- 0.09 128 10.67 0.67 0.480 0.390 --- 0.09 129 10.75 0.67 0.480 0.388 --- 0.09 130 10.83 0.67 0.480 0.386 --- 0.09 131 10.92 0.67 0.480 0.384 --- 0.10 132 11.00 0.67 0.480 0.382 --- 0.10 133 11.08 0.63 0.456 0.380 --- 0.08 134 11.17 0.63 0.456 0.378 --- 0.08 135 11.25 0.63 0.456 0.376 --- 0.08 136 11.33 0.63 0.456 0.375 --- 0.08 137 11.42 0.63 0.456 0.373 --- 0.08 138 11.50 0.63 0.456 0.371 --- 0.09 139 11.58 0.57 0.408 0.369 --- 0.04 140 11.67 0.57 0.408 0.367 --- 0.04 141 11.75 0.57 0.408 0.365 --- 0.04 142 11.83 0.60 0.432 0.364 --- 0.07 143 11.92 0.60 0.432 0.362 --- 0.07 144 12.00 0.60 0.432 0.360 --- 0.07 145 12.08 0.83 0.600 0.358 --- 0.24 146 12.17 0.83 0.600 0.356 --- 0.24 147 12.25 0.83 0.600 0.355 --- 0.25 148 12.33 0.87 0.624 0.353 --- 0.27 149 12.42 0.87 0.624 0.351 --- 0.27 150 12.50 0.87 0.624 0.349 --- 0.27 151 12.58 0.93 0.672 0.347 --- 0.32 152 12.67 0.93 0.672 0.346 --- 0.33 153 12.75 0.93 0.672 0.344 --- 0.33 154 12.83 0.97 0.696 0.342 --- 0.35 Page 4 CEXISTING24100.out 155 12.92 0.97 0.696 0.340 0.36 156 13.00 0.97 0.696 0.339 --- 0.36 157 13.08 1.13 0.816 0.337 - 0.48 158 13.17 1.13 0.816 0.335 - 0.48 159 13.25 1.13 0.816 0.334 --- 0.48 160 13.33 1.13 0.816 0.332 --- 0.48 161 13.42 1.13 0.816 0.330 --- -0.49 162 13.50 1.13 0.816 0.329 --- 0.49 163 13.58 0.77 0.552 0.327 --- 0.23 164 13.67 0.77 0.552 0.325 --- 0.23 165 13.75 0.77 0.552 0.324 --- 0.23 166 13.83 0.77 0.552 0.322 --- 0.23 167 13.92 0.77 0.552 0.320 --- 0.23 168 14.00 0.77 0.552 0.319 --- 0.23 169 14.08 0.90 0.648 0.317 --- 0.33 170 14.17 0.90 0.648 0.315 --- 0.33 171 14.25 0.90 0.648 0.314 --- 0.33 172 14.33 0.87 0.624 0.312 -- 0.31 173 14.42 0.87 0.624 0.311 --- 0.31 174 14.50 0.87 0.624 0.309 --- 0.31 175 14.58 0.87 0.624 0.307 --- 0.32 176 14.67 0.87 0.624 0.306 --- 0.32 177 14.75 0.87 0.624 0.304 --- 0.32 178 14.83 0.83 0.600 0.303 --- 0.30 179 14.92 0.83 0.600 0.301 -- 0.30 180 15.00 0.83 0.600 0.300 --- 0.30 181 15.08 0.80 0.576 0.298 --- 0.28 182 15.17 0.80 0.576 0.297 --- 0.28 183 15.25 0.80 0.576 0.295 --- 0.28 184 15.33 0.77 0.552 0.294 --- 0.26 185 15.42 0.77 0.552 0.292 --- 0.26 18G 15.50 0.77 0.552 0.291 --- 0.2G 187 15.58 0.63 0.456 0.289 --- 0.17 188 15.67 0.63 0.456 0.288 --- 0.17 189 15.75 0.63 0.456 0.286 --- 0.17 190 15.83 0.63 0.456 0.285 --- 0.17 191 15.92 0.63 0.456 0.283 --- 0.17 192 16.00 0.63 0.456 0.282 --- 0.17 193 16.08 0.13 0.096 0.280 0.086 0.01 194 16.17 0.13 0.096 0.279 0.086 0.01 195 16.25 0.13 0.096 0.277 0.086 0.01 196 16.33 0.13 0.096 0.276 0.086 0.01 197 16.42 0.13 0.096 0.275 0.086 0.01 198 16.50 0.13 0.096 0.273 0.086 0.01 199 16.58 0.10 0.072 0.272 0.065 0.01 200 16.67 0.10 0.072 0.270 0.065 0.0.1 201 16.75 0.10 0.072 0.269 0.065 0.01 202 16.83 0.10 0.072 0.268 0.065 0.01 203 16.92 0.10 0.072 0.266 0.065 0.01 204 17.00 0.10 0.072 0.265 0.065 0.01 205 17.08 0.17 0.120 0.264 0.108 0.01 206 17.17 0.17 0.120 0.262 0.108 0.01 207 17.25 0.17 0.120 0.261 0.108 0.01 208 17.33 0.17 0.120 0.260 0.108 0.01 209 17.42 0.17 0.120 0.258 0.108 0.01 210 17.50 0.17 0.120 0.257 0.108 0.01 211 17.58 0.17 0.120 0.256 0.108 0.01 212 17.67 0.17 0.120 0.255 0.108 0.01 213 17.75 0.17 0.120 0.253 0.108 0.01 214 17.83 0.13 0.096 0.252 0.086 0.01 215 17.92 0.13 0.096 0.251 0.086 0.01 216 18.00 0.13 0.096 0.250 0.086 0.01 217 18.08 0.13 0.096 0.248 0.086 0.01 Page 5 CEXISTING24100.out 218 18.17 0.13 0.096 0.247 0.086 0.01 219 18.25 0.13 0.096 0.246 0.086 0.01 220 18.33 0.13 0.096 0.245 0.086 0.01 221 18.42 0.13 0.096 0.243 0.086 0.01 222 18.50 0.13 0.096 0.242 0.086 0.01 223 18. 58 0.10 0.072 0.241 0.065 0.01 224 18.67 0.10 0.072 0.240 0.065 0.01 225 18.75 0.10 0.072 0.239 0.065 0.01 226 18.83 0.07 0.048 0.238 0.043 0.00 227 18.92 0.07 0.048 0.237 0.043 0.00 228 19.00 0.07 0.048 0.235 0.043 0.00 229 19.08 0.10 0.072 0.234 0.065 0.01 230 19.17 0.10 0.072 0.233 0.065 0.01 231 19.25 0.10 0.072 0.232 0.065 0.01 232 19.33 0.13 0.096 0.231 0.086 0.01 233 19.42 0.13 0.096 0.230 0.086 0.01 234 19.50 0.13 0.096 0.229 0.086 0.01 235 19.58 0.10 0.072 0.228 0.065 0.01 236 19.67 0.10 0.072 0.227 0.065 0.01 237 19.75 0.10 0.072 0.226 0.065 0.01 238 19.83 0.07 0.048 0.225 0.043 0.00 239 19.92 0.07 0.048 0.224 0.043 0.00 240 20.00 0.07 0.048 0.223 0.043 0.00 241 20.08 0.10 0.072 0.222 0.065 0.01 242 20.17 0.10 0.072 0.221 0.065 0.01 243 20.25 0.10 0.072 0.220 0.065 0.01 244 20.33 0.10 0.072 0.219 0.065 0.01 245 20.42 0.10 0.072 0.218 0.065 0.01 246 20.50 0.10 0.072 0.217 0.065 0.01 247 20.58 0.10 0.072 0.216 0.065 0.01 248 20.67 0.10 0.072 0.215 0.065 0.01 249 20.75 0.10 0.072 0.214 0.065 0.01 250 20.83 0.07 0.048 0.213 0.043 0.00 251 20.92 0.07 0.048 0.213 0.043 0.00 252 21.00 0.07 0.048 0.212 0.043 0.00 253 21.08 0.10 0.072 0.211 0.065 0.01 254 21.17 0.10 0.072 0.210 0.065 0.01 255 21.25 0.10 0.072 0.209 0.065 0.01 256 21.33 0.07 0.048 0.208 0.043 0.00 257 21.42 0.07 0.048 0.208 0.043 0.00 258 21.50 0.07 0.048 0.207 0.043 0.00 259 21.58 0.10 0.072 0.206 0.065 0.01 260 21.67 0.10 0.072 0.205 0.065 0.01 261 21.75 0.10 0.072 0.205 0.065 0.01 262 21.83 0.07 0.048 0.204 0.043 0.00 263 21.92 0.07 0.048 0.203 0.043 0.00 264 22.00 0.07 0.048 0.203 0.043 0.00 265 22.08 0.10 0.072 0.202 0.065 0.01 266 22.17 0.10 0.072 0.201 0.065 0.01 267 22.25 0.10 0.072 0.201 0.065 0.01 268 22.33 0.07 0.048 0.200 0.043 0.00 269 22.42 0.07 0.048 0.199 0.043 0.00 270 22.50 0.07 0.048 0.199 0.043 0.00 271 22.58 0.07 0.048 0.198 0.043 0.00 272 22.67 0.07 0.048 0.198 0.043 0.00 273 22.75 0.07 0.048 0.197 0.043 0.00 274 22.83 0.07 0.048 0.197 0.043 0.00 275 22.92 0.07 0.048 0.196 0.043 0.00 276 23.00 0.07 0.048 0.196 0.043 0.00 277 23.08 0.07 0.048 0.195 0.043 0.00 278 23.17 0.07 0.048 0.195 0.043 0.00 279 23.25 0.07 0.048 0.194 0.043 0.00 280 23.33 0.07 0.048 0.194 0.043 0.00 Page 6 CEXISTING24100.out 281 23.42 0.07 0.048 0. 194 0.043 0.00 282 23. 50 0.07 0.048 0.193 0.043 0.00 283 23.58 0.07 0.048 0.193 0.043 0.00 284 23.67 0.07 0.048 0.193 0.043 0.00 285 23.75 0.07 0.048 0.192 0.043 0.00 286 23.83 0.07 0.048 0.192 0.043 0.00 287 23.92 0.07 0.048 0.192 0.043 0.00 288 24.00 0.07 0.048 0.192 0.043 0.00 Sum = 100.0 Sum = 19.4 Flood volume = Effective rainfall 1.62(In) times area 15.2(AC.)/[(In)/(Ft.)] = 2.1(AC.Ft) Total soil loss = 4.38(In) Total soil loss = 5.549(AC.Ft) Total rainfall = 6.00(In) Flood volume = 89318.9 Cubic Feet Total soil loss = 241727.2 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 7.407(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T 0 R M R u n o f f H y d r o g r a p h ------------- ------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) --------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0001 0.01 Q I I 0+10 0.0004 0.05 Q I I I 0+15 0.0008 0.06 Q 0+20 0.0013 0.07 Q I I I 0+25 0.0019 0.09 Q I I I I 0+30 0.0027 0.10 Q I I 0+35 0.0034 0.11 Q I I 0+40 0.0042 0.11 Q I I 0+45 0.0049 0.11 Q 0+50 0.0057 0.11 Q 0+55 0.0066 0.13 Q 1+ 0 0.0076 0.14 Q 1+ 5 0.0086 0.14 Q 1+10 0.0094 0.12 Q 1+15 0.0102 0.12 Q I I 1+20 0.0110 0.11 Q 1+25 0.0117 0.11 Q 1+30 0.0125 0.11 Q I 1+35 0.0133 0.11 Q 1+40 0.0140 0.11 Q 1+45 0.0148 0.11 Q I I 1+50 0.0156 0.11 Q 1+55 0.0165 0.13 Q I I 2+ 0 0.0175 0.14 Q I I 2+ 5 0.0185 0.14 Q I I I 2+10 0.0195 0.15 Q 2+15 0.0205 0.15 Q 2+20 0.0215 0.15 Q I I 2+25 0.0225 0.15 Q I I 2+30 0.0235 0.15 Q I I I 2+35 0.0246 0.15 Q I I 2+40 0.0257 0.17 Q I I I 2+45 0.0270 0.18 Q I I I 2+50 0.0282 0.18 Q I I 2+55 0.0295 0.18 Q I I Page 7 CEXISTING24100.out 3+ 0 0.0307 0.18 Q I I I 3+ 5 0.0320 0.18 Q I 3+10 0.0333 0.18 Q 3+15 0.0345 0.18 Q 3+20 0.0358 0.18 Q I I 3+25 0.0371 0.18 Q I I I 3+30 0.0383 0.18 Q I I l 3+35 0.0396 0.18 Q I I I I 3+40 0.0409 0.18 Q 3+45 0.0421 0.18 Q I I I 3+50 0.0434 0.19 Q 3+55 0.0448 0.21 Q I I I 4+ 0 0.0463 0.21 Q 4+ 5 0.0478 0.22 Q I I 4+10 0.0493 0.22 Q I ! 4+15 0.0509 0.22 Q I I I I 4+20 0.0524 0.22 QV I 4+25 0.0541 0.24 QV 4+30 0.0558 0.25 IQ I I 4+35 0.0576 0.26 IQ I 4+40 0.0593 0.26 IQ I I 4+45 0.0611 0.26 IQ I 4+50 0.0629 0.26 IQ 4+55 0.0648 0.28 IQ 5+ 0 0.0668 0.29 IQ I I I 5+ 5 0.0688 0.28 IQ I I 5+10 0.0705 0.25 QV I_ 5+15 0.0721 0.23 QV 5+20 0.073 Q 5+25 3 Q 0.25 V 5+30 0.0771 5 Q 0.2 5+35 0.0789 0.26 !Q ( I I 5+40 0.0808 IQ I 5+45 0.0828 0.29 IQ I I I 5+50 0.0848 0.29 IQ ! 5+55 0.0868 0.29 Q I I 6+ 0 0.0888 0.29 IQ ( I 6+ 5 0.0909 0.30 IQ 6+10 0.0931 0.32 IQ I I 6+15 0.0953 0.33 IQ I I I I 6+20 0.0976 0.33 IQ I I I 6+25 0.0998 0.33 IQ I I I I 6+30 0.1021 0.33 IQ 6+35 0.1044 0.33 IQV 6+40 0.1069 0.35 IQV I ( I 6+45 0.1094 0.36 QV 6+50 0.1119 0.37 IQV 6+55 0.1144 0.37 IQV I 7+ 0 0.1169 0.37 QV 7+ 5 0.1195 0.37 IQV I! 7+10 0.1220 0.37 IQV 7+15 0.1245 0.37 IQV 7+20 0.1271 0.37 IQV 7+25 0.1298 0.39 IQV 7+30 0.1325 0.40 IQV 7+35 0.1353 0.41 IQV I 7+40 0.1383 0.43 IQV I I 7+45 0.1412 0.44 IQV ! I 7+50 0.1443 0.44 IQV ! I 7+55 0.1475 0.46 IQV I ! 8+ 0 0.1507 0.47 8+ 5 0.1541 0.48 IQV Q V = I I 8+10 0.1577 0.52 I QV I I I I Page 8 CEXISTING24100.OUt 8+15 0.1614 0.54 I QV I 8+20 0.1651 0.55 I QV I I 1 I 8+25 0.1689 0.55 I QV 8+30 0.1727 0.55 I QV 8+35 0.1765 0.56 I QV I I I I 8+40 0.1805 0.57 I Qv I I I I 8+45 0.1845 0.58 I QV I ! I ! 8+50 0.1886 0.59 ( QV I I I II 8+55 0.1928 0.61 I QV 9+ 0 0.1970 0.62 I QV I I 9+ 5 0.2012 0.60 I QV I I I 9+10 0.2048 0.51 I QV I I 9+15 0.2082 0.49 IQ V I 9+20 0.2119 0.54 I Q V I I I I 9+25 0.2171 0.75 I QV I I I I 9+30 0.2230 0.86 I QV 9+35 0.2297 0.96 I QV 9+40 0.2379 1.20 I Q I 9+45 0.2470 1.32 VQ 9+50 0.2568 1.42 : Q I I I 9+55 0.2682 1.66 I VQ I I I 10+ 0 0.2804 1.77 I V Q I I 10+ 5 0.2921 1.70 I VQ I I ! 10+10 0.2993 1.04 I 0. QV I 10+15 0.3044 75 I Q I I I 10+20 0.3088 I Q V 10+25 0.3129 0.59 I Q V 10+30 0.3168 0.57 I Q V 10+35 0.3212 0.64 I Q 10+40 0.3285 1.06 I Q V ( I I I 10+45 0.3371 1.25 I QV I I ! 10+50 0.3464 1.35 ( QV I I I 10+55 0.3561 1.41 QV 11+ 0 0.3660 1.45 Q V I 11+ 5 0.3760 1.44 I Q V 11+10 0.3848 1.29 I Q V I 11+15 0.3933 1.23 I Q V I 11+20 0.4018 1.23 I Q V I I I 11+25 0.4104 1.24 I Q V I I ! 11+30 0.4191 1.27 Q V I I I 11+35 0.4274 1.22 Q V 11+40 0.4334 0.86 Q v I 11+45 0.4384 0.73 Q v I I 11+55 0.4497 0.91 I QQ V = I I 12+ 0 0.4567 1.01 1 Q V I 12+ 5 0.4659 1.34 Q VI 12+10 0.4845 2.71 VQ I I 12+15 0.5073 3.31 ( vl Q I I I 12+20 0.5322 3.61 I V Q I 12+25 0.5593 3.94 I v Q 12+30 0.5874 4.08 I IV Q I I 12+35 0.6165 4.23 I I V Q 12+40 0.6487 4.67 I ( V Q I I 12+45 0.6822 4.87 I V QI I 12+50 0.7166 5.00 I V QI 12+55 0.7528 5.25 I V Q 13+ 0 0.7897 5.37 I V IQ 13+ 5 0.8285 5.62 I V I Q I I 13+10 0.8741 6.62 I V I Q I 13+15 0.9227 7.06 I I V I Q ! ! 13+20 0.9726 7.25 I ! V I QI I 13+25 1.0233 7.36 I I VI QI 1 Page 9 CEXISTING24100.Out 13+30 1.0743 7.41 I I v QI 13+35 1.1227 7.03 I ( Iv Q I I 13+40 1.1569 4.96 I I QI v I I 13+45 1.1851 4.10 I ! Q I v I I 13+50 1.2110 3.76 I I Q I v I 13+55 1.2359 3.62 I I Q ( v I I 14+ 0 1.2606 3. 59 I I Q I v 14+ 5 1.2864 3.74 I I Q I v 14+10 1.3174 4.51 I I Q I v 14+15 1.3508 4.85 I I QI v 14+20 1.3851 4.97 I I QI v I I 14+25 1.4186 4.87 I I QI v I I 14+30 1.4518 4.83 I I QI v 14+35 1.4851 4.83 I ( QI v 14+40 1.5185 4.85 I I QI vl 14+45 1.5520 4.87 I I QI v 14+50 1.5854 4.85 I I QI v 14+55 1.6177 4.68 I I Q I Iv 15+ 0 1.6495 4.62 I I Q I I v 15+ 5 1.6811 4.58 I I Q I I v 15+10 1.7113 4.40 I ! Q I I v 15+15 1.7412 4.33 I Q I I v ! 15+20 1.7707 4.28 Q I I v I 15+25 1.7989 4.10 Q I ! v 15+30 1.8267 4.03 I Q ( I v 15+35 1.8533 3.87 = I Q I v 15+40 1:8748 3.11 ( I Q v 15+45 1.8941 2.81 I IQ v 15+50 1.9126 2.69 I Q v 15+55 1.9309 2.65 I Q I v l 1.6+ 0 1 .9492 2.66 I Q I v 16+ 5 1.9657 2.40 I QI ! I v 16+10 1.9733 1.10 1 Q I I I v l 16+15 1.9770 0.54 1 Q I I I v l 16+20 1.9792 0.32 IQ I I v I 16+25 1.9807 0.21 Q I 1 l 16+30 1.9819 0.18 Q v 16+35 1.9830 0.16 Q I I v 16+40 1.9839 0.13 Q I I v 16+45 1.9847 0.12 Q I ( ( v 16+50 1.9855 0.11 Q I v 16+55 1.9862 0.11 Q I v 17+ 0 1.9870 0.11 Q I I v l 17+ 5 1.9878 0.12 Q I ! v II 17+10 1.9889 0.16 Q I v 17+15 1.9901 0.17 Q v 17+20 1.9913 0.18 Q v v 17+25 1.9925 0.18 Q I ! 17+30 1.9938 0.18 Q I I v 17+35 1.9951 0.18 Q I v ! 17+40 1.9963 0.18 Q I v I 17+45 1.9976 0.18 Q ! I v 17+50 1.9988 0.18 Q I I v 17+55 2.0000 0.16 Q I v 18+ 0 2.0010 0.15 Q i v 18+ 5 2.0020 0.15 Q I I vl 18+10 2.0031 0.15 Q I ! vl 18+15 2.0041 0.15 Q I I I vl 18+20 2.0051 0.15 Q ! I ! vl 18+25 2.0061 0.15 Q I I I vl 18+30 2.0071 0.15 Q I I ! vl 18+35 2.0081 0.14 Q I I I vl 18+40 2.0090 0.12 Q I I I vl Page 10 CEXISTING24100.out 18+45 2.0098 0.12 Q I I Ivi 18+50 2.0105 0.11 Q I I I! vvi l 18+55 2.0111 0.09 Q 19+ 0 2.0117 0.08 Q I I Ivi 19+ 5 2.0122 0.08 Q I I I vl VI 19+10 2.0129 0.10 Q I I Ivi 19+15 2.0136 0.11 Q vi 19+20 2.0144 0.11 Q I I I vi vl 19+25 2.0153 0.13 Q 19+30 2.0163 0.14 Q I I I VI 19+35 2.0172 0.14 Q I I VI 19+40 2.0181 0.12 0.12 Q I IVI VI 19+45 2.0189 Q 19+50 2.0196 0.11 Q I ( VI 19+55 2.0202 0.09 Q I I I VI 20+ 0 2.0208 0.08 Q I I I VI 20+ 5 2.0213 0.08 Q I I VI 20+10 2.0220 0.10 Q I I VI VI 20+15 2.0227 0.11 Q I I I 20+20 2.0235 0.11 Q I I VI 20+25 2.0242 0.11 Q I I vl 20+30 2.0250 0.11 Q I I I VI 20+35 2.0257 0.11 Q I I VI 20+40 2.0265 0.11 Q I I vvi l 20+45 2.0273 0.11 Q I 20+50 2.0280 0.11 Q I I I VI 20+55 2.0286 0.09 Q I I I VI 21+ 0 2.0291 0.08 Q I I j VI 21+ 5 2.0297 0.08 Q I I i VI 21+10 2.0304 0.10 Q I IVI 21+15 2.0311 0.11 Q I I Ivi 21+20 2.0318 0.10 Q I = j vl VI 21+25 2.0324 0.09 Q I iVI 21+30 2.0330 0.08 Q I IVI 21+35 2.0335 0.08 Q I IVI 21+40 2.0342 0.10 Q VI ( I VI 21+45 2.0349 0 Q IVI 21+50 2.0356 0.10 Q I I V! 21+55 2.0362 0.09 Q I I VI 22+ 0 2.0368 0.08 Q I I VI 22+ 5 2.0373 0.08 Q I V 22+10 2.0380 Q I 22+15 2.0387 0.11 Q ! i VI VI 22+20 2.0394 0.10 Q I 22+25 2.0400 0.09 Q I 22+30 2.0406 0.08 Q V! 22+35 2.0411 0.08 Q ( V 22+40 2.0416 0.07 Q I v 22+45 2.0421 0.07 Q Ivi 22+50 2.0426 0.07 Q I ( V 22+55 2.0431 0.07 Q ( I VI 23+ 0 2.0436 0.07 Q I I VI 23+ 5 2.0441 0.07 Q I I VI 23+10 2.0446 0.07 Q I I VI 23+15 2.0451 0.07 Q I V 23+20 2056 0.07 Q I 23+25 2.0462 0.07 Q v= I vi 23+30 2.0467 0.07 Q 23+35 2.0472 0.07 Q ( I VI 23+40 2.0477 0.07 Q I I VI 23+45 2.0482 0.07 Q I j VVI I 23+50 2.0487 0.07 Q I i vl 23+55 2.0492 0.07 Q Page 11 CEXISTING24100.out 24+ 0 2.0497 0.07 Q I I ( VI 24+ 5 2.0502 0.07 Q I I I VI 24+10 2.0503 0.03 Q I I I VI 24+15 2.0504 0.01 Q I I I VI 24+20 2.0505 0.00 Q I I I vI 24+25 2.0505 0.00 Q I I I VI 24+30 2.0505 0.00 Q I ( I vl 24+35 2.0505 0.00 Q I I I vI 24+40 2.0505 0.00 Q I I I VI ---------------------------------------------------------------------------- Page 12 '■r ■' ?ME ■ ME ME ■ ■ 1 ■ f � ■ ■ ■ ■ ■ NE IN -) 0 ■ Y■ I�� 1 onNo ■ 1 N■ ■ ■ ■■ M ■ 7 ■ ■ . . NO In I ' fir. 1 �■ 7 MEN - ■ IN ME ' 1 ■ �. ■ ■ ■ -i IN �i _ - _ - . . ■ E. ■ . . ` , - 1IN ■ ME i IN I ■ IN }_. IN IN IN ■ME I i ■ ' ■ 1 ' 1 ■ 0 . ■ i ' INr L CDEVELOPED32.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 Study date 05/07/05 File: CDEVELOPED32.out ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values used English units used in output format --------------------------------------------------------------------- PROPOSED AREA C UNIT AREA HYDROGRAPH 2 YEAR BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Drainage Area = 14.70(Ac.) = 0.023 Sq. MY USER Entry of lag time in hours Lag time = 0.043 Hr. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. Unit time = 5.00 Min. Duration of storm = 3 Hour(s) User Entered Base FLOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In)[2] weighting[1*2] 14.70 1.00 14.70 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall (In)[2] Weighting[1*2] 14.70 2.50 36.75 STORM EVENT (YEAR) = 2.00 Area Averaged 2-Year Rainfall = 1.000(In) Area Averaged 100-Year Rainfall = 2.500(In) Point rain (area averaged) = 1.000(In) Areal adjustment factor = 99499 % Adjusted average point rain = 1.000(In) Sub-Area Data: Area(Ac.) Runoff Index Impervious % 14.700 53.10 0.500 Total Area Entered = 14.70(Ac.) Page 1 CDEVELOPED32.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 53.1 33.5 0.729 0.500 0.401 1.000 0.401 Sum (F) = 0.401 Area averaged mean soil loss (F) (In/Hr) = 0.401 Minimum soil loss rate ((In/Hr)) = 0.200 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.500 --------------------------------------------------------------------- U n i t H y d r o g r a p h FOOTHILL S-Curve --------------------------------------------------------------------- unit Hydrograph Data ----------------------------------------------------------------------- unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS) -------------------------------------------------------------------------- 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 ------------------------------------------------------------------------ Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max I Low (In/Hr) 1 0.08 1 .30 0.156 0.401 0.078 0.08 2 0.17 1.30 0.156 0.401 0.078 0.08 3 0.25 1.10 0.132 0.401 0.066 0.07 4 0.33 1.50 0.180 0.401 0.090 0.09 5 0.42 1.50 0.180 0.401 0.090 0.09 6 0.50 1.80 0.216 0.401 0.108 0.11 7 0.58 1.50 0.180 0.401 0.090 0.09 8 0.67 1.80 0.216 0.401 0.108 0.11 9 0.75 1.80 0.216 0.401 0.108 0.11 10 0.83 1.50 0.180 0.401 0.090 0.09 11 0.92 1.60 0.192 0.401 0.096 0.10 12 1.00 1.80 0.216 0.401 0.108 0.11 13 1.08 2.20 0.264 0.401 0.132 0.13 14 1.17 2.20 0.264 0.401 0.132 0.13 15 1.25 2.20 0.264 0.401 0.132 0.13 16 1.33 2.00 0.240 0.401 0.120 0.12 17 1.42 2.60 0.312 0.401 0.156 0.16 18 1.50 2.70 0.324 0.401 0.162 0.16 19 1.58 2.40 0.288 0.401 0.144 0.14 20 1.67 2.70 0.324 0.401 0.162 0.16 21 1.75 3.30 0.396 0.401 0.198 0.20 22 1.83 3.10 0.372 0.401 0.186 0.19 23 1.92 2.90 0.348 0.401 0.174 0.17 24 2.00 3.00 0.360 0.401 0.180 0.18 25 2.08 3.10 0.372 0.401 0.186 0.19 26 2.17 4.20 0.504 0.401 --- 0.10 27 2.25 5.00 0.600 0.401 --- 0.20 28 2.33 3.50 0.420 0.401 --- 0.02 29 2.42 6.80 0.816 0.401 --- 0.42 30 2.50 7.30 0.876 0.401 --- 0.48 31 2.58 8.20 0.984 0.401 --- 0.58 32 2.67 5.90 0.708 0.401 --- 0.31 33 2.75 2.00 0.240 0.401 0.120 0.12 Page 2 CDEVELOPED32.out 34 2.83 1.80 0.216 0.401 0.108 0.11 35 2.92 1.80 0.216 0.401 0.108 0.11 36 3.00 0.60 0.072 0.401 0.036 0.04 Sum = 100.0 Sum = 5.6 Flood volume = Effective rainfall 0.47(In) times area 14.7(Ac.)/[(In)/(Ft.)] = 0.6(AC.Ft) Total soil loss = 0.53(In) Total soil loss = 0.648(AC.Ft) Total rainfall = 1.00(In) Flood volume = 25115.4 Cubic Feet Total soil loss = 28242.2 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 7.542(CFS) ------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T O R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) ------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0032 0.47 VQ 0+10 0.0105 1.06 V Q 0+15 0.0179 1.07 IV Q I 0+20 0.0257 1.14 IV Q I 0+25 0.0347 1.31 I V Q 0+30 0.0446 1.44 I V Q 0+35 0.0547 1.47 I V Q 0+40 0.0648 1.46 I VQ I I I 0+45 0.0757 1.58 I VQ I I I I 0+50 0.0859 1.49 I Q 0+55 0.0955 1.39 I QV 1+ 0 0.1058 1.49 I Q V I I I I 1+ 5 0.1177 1.73 ( Q V 1+10 0.1310 1.92 I Q VI 1+15 0.1444 1.95 I Q V I I 1+20 0.1574 1.88 I Q V I I 1+25 0.1712 2.01 I Q IV I I 1+30 0.1871 2.30 I QI V 1+35 0.2028 2.28 I QI V 1+40 0.2184 2.26 I QI V I I I 1+45 0.2363 2.60 I Q V I 1+50 0.2556 2.81 1 1Q V 1+55 0.2742 2.69 ( Q V 2+ 0 0.2923 2.63 Q v 2+ 5 0.3109 2.70 Q V 2+10 0.3264 2.25 Q I : V 2+15 0.3416 2.21 I Q V 2+20 0.3538 1.76 ( Q v 2+25 0.3736 2.88 I IQ V 1 2+30 0.4152 6.05 Q v 2+35 0.4672 7.54 Q V 2+40 0.5142 6.83 I Q ! V 1 2+45 0.5401 3.76 I Q ( I V 2+50 0.5539 2.00 I Q I I V 2+55 0.5652 1.65 I Q I ! VI 3+ 0 0.5733 1.17 Q I I VI 3+ 5 0.5761 0.41 Q ( I VI 3+10 0.5765 0.06 Q I ( V1 3+15 0.5766 0.01 Q I I V ----------------------------------------------------------------------- Page 3 CDEVELOPED35.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CDEVELOPED35.out ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------—----------------------------- English (in-lb) Input Units Used English Rainfall Data (Inches) Input values Used English units used in output format -------------- ------------------------------------------------------- PROPOSED AREA C UNIT AREA HYDROGRAPH 5 YEAR BY: MATTHEW W. BUSCH --------------------------------------------------------------------- Drainage Area = 14.70(Ac.) = 0.023 Sq. Mi . USER Entry of lag time in hours Lag time = 0.043 Hr. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. unit time = 5.00 Min. Duration of storm = 3 HOur(s) user Entered Base FLOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall(In) [2] Weighting[1*2] 14.70 1.00 14.70 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] Weighting[1*2] 14.70 2.50 36.75 STORM EVENT (YEAR) = 5.00 Area Averaged 2-Year Rainfall = 1.000(In) Area Averaged 100-Year Rainfall = 2.500(In) Point rain (area averaged) = 1.351(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 1.351(In) Sub-Area Data: Area(Ac.) Runoff Index Impervious % 14.700 53.10 0.500 Total Area Entered = 14•.70(Ac.) Page 1 CDEVELOPED35.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 53.1 33.5 0.729 0.500 0.401 1.000 0.401 Sum (F) = 0.401 Area averaged mean soil loss (F) (In/Hr) = 0.401 Minimum soil loss rate ((In/Hr)) = 0.200 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.500 ------------------------------------------------------------------------- u n i t H y d r o g r a p h FOOTHILL S-Curve unit Hydrograph Data --- --------------------------------- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) ----------------------------------------------------------------- 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 ----------------------------------------------------------------------------- unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max I LOW (In/Hr) 1 0.08 1.30 0.211 0.401 0.105 0.11 2 0.11 1.30 0.211 0.401 0.105 0.11 3 0.25 1.10 0.178 0.401 0.089 0.09 4 0.33 1.50 0.243 0.401 0.122 0.12 5 0.42 1.50 0.243 0.401 0.122 0.12 6 0.50 1.80 0.292 0.401 0.146 0.15 7 0.58 1.50 0.243 0.401 0.122 0.12 8 0.67 1.80 0.292 0.401 0.146 0.15 9 0.75 1.80 0.292 0.401 0.146 0.15 10 0.83 1.50 0.243 0.401 0.122 0.12 11 0.92 1.60 0.259 0.401 0.130 0.13 12 1.00 1.80 0.292 0.401 0.146 0.15 13 1.08 2.20 0.357 0.401 0.178 0.18 14 1.17 2.20 0.357 0.401 0.178 0.18 15 1.25 2.20 0.357 0.401 0.178 0.18 16 1.33 2.00 0.324 0.401 0.162 0.16 17 1.42 2.60 0.422 0.401 --- 0.02 18 1.50 2.70 0.438 0.401 --- 0.04 19 1.58 2.40 0.389 0.401 0.195 0.19 20 1.67 2.70 0.438 0.401 --- 0.04 21 1.75 3.30 0.535 0.401 --- 0.13 22 1.83 3.10 0.503 0.401 --- 0.10 23 1.92 2.90 0.470 0.401 --- 0.07 24 2.00 3.00 0.486 0.401 --- 0.09 25 2.08 3.10 0.503 0.401 --- 0.10 26 2.17 4.20 0.681 0.401 - - 0.28 27 2.25 5.00 0.811 0.401 --- 0.41 28 2.33 3.50 0.568 0.401 --- 0.17 29 2.42 6.80 1.103 0.401 --- 0.70 30 2.50 7.30 1.184 0.401 --- 0.78 31 2.58 8.20 1.330 0.401 --- 0.93 32 2.67 5.90 0.957 0.401 --- 0.56 33 2.75 2.00 0.324 0.401 0.162 0.16 Page 2 CDEVELOPED35.out 34 2.83 1.80 0.292 0.401 0.146 0.15 35 2.92 1.80 0.292 0.401 0.146 0.15 36 3.00 0.60 0.097 0.401 0.049 0.05 Sum = 100.0 Sum = 7.3 Flood volume = Effective rainfall 0.61(In) times area 14.7(Ac.)/[(In)/(Ft.)] = 0.7(Ac.Ft) Total soil loss = 0.74(In) Total soil loss = 0.909(Ac.Ft) Total rainfall = 1.35(In) Flood volume = 32501.3 Cubic Feet Total soil loss = 39602.7 Cubic Feet ------------------------------------------------------------------ Peak flow rate of this hydrograph = 12.278(CFS) ---------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T O R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 5.0 10.0 15.0 20.0 ---------------------------------------------------------------------- 0+ 5 0.0044 0.63 VQ I I I I 0+10 0.0142 1.43 v Q I I ! 0+15 0.0242 1.44 IVQ I I I 0+20 0.0347 1.54 IV Q I I I 0+25 0.0469 1.76 I VQ 0+30 0.0603 1.94 I Q I I I 0+35 0.0740 1.99 I Q I I ! 0+40 0.0876 1.98 I QV I I I 0+45 0.1023 2.14 I QV 0+50 0.1161 2.01 I Q V I I ! 0+55 0.1291 1.88 I Q V I I I 1+ 0 0.1430 2.01 ( Q V I I ! 1+ 5 0.1591 2.34 I Q V I I 1+10 0.1770 2.60 1 Q VI 1+15 0.1951 2.64 I Q V I 1+20 0.2127 2. 55 1 Q IV 1+25 0.2235 1.57 Q v 1+30 0.2276 0.59 Q v I 1+35 0.2379 1.50 Q I V I I I 1+40 0.2498 1.73 Q I V 1+45 0.2588 1.31 Q I v 1+50 0.2706 1.70 I Q I V I I I 1+55 0.2798 1.34 I Q I V I I 2+ 0 0.2879 1.17 Q I V 2+ 5 0.2972 1.35 Q I V 2+10 0.3148 2.56 Q I V 2+15 0.3472 4.71 Q1 V I 2+20 0.3776 4.41 Q I v 2+25 0.4188 5.98 IQ I V I 2+30 0.4894 10.26 I I Q V I 2+35 0.5740 12.28 I I Q V 2+40 0.6519 11.32 I I Q I V 2+45 0.6954 6.32 I Q I I V 2+50 0.7153 2.88 I Q I I I V I 2+55 0.7308 2.26 I Q I I VI 3+ 0 0.7417 1.58 I Q I I VI 3+ 5 0.7455 0.55 IQ I I VI 3+10 0.7461 0.08 Q I I I VI 3+15 0.7461 0.01 Q I I I VI ----------------------------------------------------------------------- Page 3 CDEVELOPED310.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 Study date 05/07/05 File: CDEVELOPED310.out .....++++++......... ..............-1-........ --1-....++++++.+-f-............. ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values used English units used in output format --------------------------------------------------------------------- PROPOSED AREA C UNIT AREA HYDROGRAPH 10 YEAR BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Drainage Area = 14.70(AC.) = 0.023 Sq. Mi . USER Entry of lag time in hours Lag time = 0.043 Hr. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. Unit time = 5.00 Min. Duration of storm = 3 Hour(s) user Entered Base FLOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] weighting[1*2] 14.70 1:00 14.70 100 YEAR Area rainfall data: Area(Ac.) [1] Rainfall(In) [2] weighting[1*2] 14.70 2.50 36.75 STORM EVENT (YEAR) = 10.00 Area Averaged 2-Year Rainfall = 1.000(In) Area Averaged 100-Year Rainfall = 2.500(In) Point rain (area averaged) = 1.617(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 1.617(In) sub-Area Data: Area(AC.) Runoff Index Impervious % 14.700 53.10 0.500 Total Area Entered = 14.70(Ac.) Page 1 CDEVELOPED310.out RI RI Infil . Rate Impervious Adj. Infil . Rate Are °o F AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 53.1 53.1 0.540 0.500 0.297 1.000 0.297 Sum (F) = 0.297 Area averaged mean soil loss (F) (In/Hr) = 0.297 Minimum soil loss rate ((In/Hr)) = 0.149 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.500 -------------------------------------------------------------------- -- u n i t H y d r o g r a p h FOOTHILL S-Curve unit Hydrograph Data ---------------------------------------------------------------------- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) ----------------------------------------------------------------------- 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 1.30 0.252 0.297 0.126 0.13 2 0.17 1.30 0.252 0.297 0.126 0.13 3 0.25 1.10 0.213 0.297 0.107 0.11 4 0.33 1.50 0.291 0.297 0.146 0.15 5 0.42 1.50 0.291 0.297 0.146 0.15 6 0.50 1.80 0.349 0.297 --- 0.05 7 0.58 1.50 0.291 0.297 0.146 0.15 8 0.67 1.80 0.349 0.297 --- 0.05 9 0.75 1.80 0.349 0.297 --- 0.05 10 0.83 1.50 0.291 0.297 0.146 0.15 11 0.92 1.60 0.310 0.297 --- 0.01 12 1.00 1.80 0.349 0.297 --- 0.05 13 1.08 2.20 0.427 0.297 --- 0.13 14 1.17 2.20 0.427 0.297 --- 0.13 15 1.25 2.20 0.427 0.297 --- 0.13 16 1.33 2.00 0.388 0.297 --- 0.09 17 1.42 2.60 0.505 0.297 --- 0.21 18 1.50 2.70 0.524 0.297 --- 0.23 19 1.58 2.40 0.466 0.297 --- 0.17 20 1.67 2.70 0.524 0.297 --- 0.23 21 1.75 3.30 0.640 0.297 --- 0.34 22 1.83 3.10 0.602 0.297 --- 0.30 23 1.92 2.90 0.563 0.297 --- 0.27 24 2.00 3.00 0.582 0.297 --- 0.28 25 2.08 3.10 0.602 0.297 --- 0.30 26 2.17 4.20 0.815 0.297 --- 0.52 27 2.25 5.00 0.970 0.297 --- 0.67 28 2.33 3.50 0.679 0.297 --- 0.38 29 2.42 6.80 1.319 0.297 --- 1.02 30 2.50 7.30 1.416 0.297 -- 1.12 31 2.58 8.20 1.591 0.297 --- 1.29 32 2.67 5.90 1.145 0.297 --- 0.85 33 2.75 2.00 0.388 0.297 --- 0.09 Page 2 CDEVELOPED310.out 34 2.83 1.80 0.349 0.297 --- 0.05 35 2 .92 1.80 0.349 0.297 --- 0.05 36 3.00 0.60 0.116 0.297 0.058 0.06 Sum = 100.0 Sum = 10.1 Flood volume = Effective rainfall 0.84(In) times area 14.7(Ac.)/[(In)/(Ft.)] = 1.0(Ac.Ft) Total soil loss = 0.78(In) Total soil loss = 0.952(Ac.Ft) Total rainfall = 1.62(In) Flood volume = 44836.3 Cubic Feet Total soil loss = 41448.9 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 17.397(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 5.0 10.0 15.0 20.0 ----------------------------------------------------------------------- 0+ 5 0.0052 0.76 VQ I I ! 0+10 0.0170 1.71 V Q I I I I! 0+15 0.0289 1.73 IV Q 0+20 0.0416 1.84 IV Q 0+25 0.0561 2.11 I V Q 0+30 0.0670 1.59 ( VQ I I ! I 0+35 0.0771 1.45 ( Q I I I 0+40 0.0873 1.49 i Qv I !I 0+45 0.0934 0.87 IQ V I 0+50 0.1027 1.35 Qv l I ! 0+55 0.1112 1.24 Q V I I I 1+ 0 0.1152 0.58 IQ V 1+ 5 0.1236 1.22 I Q V 1+10 0.1361 1.82 I Q V 1+15 0.1492 1.91 ! Q V I I I 1+20 0.1609 1.69 I Q V II II II 1+25 0.1753 2.10 I Q V 1+30 0.1963 3.05 I Qv I I 1+35 0.2167 2.96 I Q v I 1+40 0.2368 2.92 I Q VI 1+45 0.2643 4.00 I Q v 1+50 0.2967 4.69 I Q V 1+55 0.3263 4.30 I Q V I 2+ 0 0.3546 4.11 I Q V I 2+ 5 0.3844 4.32 I Q V 2+10 0.4241 5.77 I Q V 2+15 0.4815 8.33 I! Q V I I 2+20 0.5365 7.98 I Q V 2+25 0.6044 9.86 I QI V 2+30 0.7075 14.98 I I I V Q 2+35 0.8273 17.40 I I I V Q 2+40 0.9393 16.25 I I I Q V 2+45 0.9981 8.54 I I Q I V 2+50 1.0130 2.16 I Q I I V 2+55 1.0196 0.97 IQ I I I VI 3+ 0 1.0252 0.82 IQ I I I v� 3+ 5 1.0287 0.50 IQ I I V 3+10 1.0292 0.07 Q I I I VI 3+15 1.0293 0.01 Q I I I V ------------------------------------------------------------------------ Page 3 CDEVELOPED3100.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CDEVELOPED3100.out ........++-+....+++++- ..............+-........++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 ----------------------------------------------------------------------- English (in-lb) Input units Used English Rainfall Data (Inches) Input values used English units used in output format --------------------------------------------------------------------- PROPOSED AREA C UNIT AREA HYDROGRAPH 100 YEAR BY: MATTHEW W. BUSCH ------------------------------------------------------------------------ Drainage Area = 14.70(Ac.) = 0.023 Sq. Mi . USER Entry of lag time in hours Lag time = 0.043 Hr. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. Unit time = 5.00 Min. Duration of storm = 3 Hour(s) user Entered Base Flow = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall(In)[2] weighting[1*2] 14.70 1.00 14.70 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall (In)[2] weighting[1*2] 14.70 2.50 36.75 STORM EVENT (YEAR) = 100.00 Area Averaged 2-Year Rainfall = 1.000(In) Area Averaged 100-Year Rainfall = 2.500(In) Point rain (area averaged) = 2.500(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 2.500(In) sub-Area Data: Area(Ac.) Runoff Index Impervious % 14.700 53.10 0.500 Total Area Entered = 14.70(Ac.) Page 1 CDEVELOPED3100.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 53.1 53.1 0.540 0.500 0.297 1.000 0.297 Sum (F) = 0.297 Area averaged mean soil loss (F) (In/Hr) = 0.297 Minimum soil loss rate ((In/Hr)) = 0.149 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.500 ----------------------------------------------------------------- - -- U n i t H y d r o g r a p h FOOTHILL S-Curve Unit Hydrograph Data ------------------------------------- ----- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) ------------------------------ -- 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 ----------------------------------------------------------------------- Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 1.30 0.390 0.297 --- 0.09 2 0.17 1.30 0.390 0.297 --- 0.09 3 0.25 1.10 0.330 0.297 --- 0.03 4 0.33 1.50 0.450 0.297 --- 0.15 5 0.42 1.50 0.450 0.297 --- 0.15 6 0.50 1.80 0.540 0.297 --- 0.24 7 0.58 1. 50 0.450 0.297 --- 0.15 8 0.67 1.80 0.540 0.297 --- 0.24 9 0.75 1.80 0.540 0.297 --- 0.24 10 0.83 1.50 0.450 0.297 --- 0.15 11 0.92 1.60 0.480 0.297 --- 0.18 12 1.00 1.80 0.540 0.297 --- 0.24 13 1.08 2.20 0.660 0.297 --- 0.36 14 1.17 2.20 0.660 0.297 --- 0.36 15 1.25 2.20 0.660 0.297 --- 0.36 16 1.33 2.00 0.600 0.297 --- 0.30 17 1.42 2.60 0.780 0.297 --- 0.48 18 1.50 2.70 0.810 0.297 --- 0.51 19 1.58 2.40 0.720 0.297 --- 0.42 20 1.67 2.70 0.810 0.297 --- 0.51 21 1.75 3.30 0.990 0.297 --- 0.69 22 1.83 3.10 0.930 0.297 --- 0.63 23 1.92 2.90 0.870 0.297 --- 0.57 24 2.00 3.00 0.900 0.297 --- 0.60 25 2.08 3.10 0.930 0.297 --- 0.63 26 2.17 4.20 1.260 0.297 --- 0.96 27 2.25 5.00 1.500 0.297 --- 1.20 28 2.33 3.50 1.050 0.297 --- 0.75 29 2.42 6.80 2.040 0.297 --- 1.74 30 2.50 7.30 2.190 0.297 --- 1.89 31 2.58 8.20 2.460 0.297 --- 2.16 32 2.67 5.90 1.770 0.297 --- 1.47 33 2.75 2.00 0.600 0.297 --- 0.30 Page 2 CDEVELOPED3100.out 34 2.83 1.80 0.540 0.297 --- 0.24 35 2.92 1.80 0.540 0.297 --- 0.24 36 3.00 0.60 0.180 0.297 0.090 0.09 Sum = 100.0 Sum = 19.5 Flood volume = Effective rainfall 1.63(In) times area 14.7(Ac.)/[(In)/(Ft.)] = 2.0(Ac.Ft) Total soil loss = 0.87(In) Total soil loss = 1.071(Ac.Ft) Total rainfall = 2.50(In) Flood volume = 86737.2 Cubic Feet Total soil loss = 46656.7 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 29.300(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 7.5 15.0 22.5 30.0 ------------------------------------------------------------------------ 0+ 5 0.0038 0.56 Q I I ! 0+10 0.0125 1.26 VQ I I II 0+15 0.0194 1.00 VQ 0+20 0.0282 1.28 VQ I I 1 0+25 0.0428 2.12 V Q I I I 0+30 0.0620 2.78 IV Q 0+35 0.0823 2.94 IV Q ( I I 0+40 0.1023 2.90 I VQ I 0+45 0.1264 3.50 I V Q I 0+50 0.1473 3.04 I V Q 0+55 0.1649 2.56 I Q 1+ 0 0.1859 3.05 I VQ I I I 1+ 5 0.2151 4.24 I VQ 1+10 0.2510 5.21 I VQ 1+15 0.2879 5.35 I V Q I I I ! 1+20 0.3224 5.02 I Q I I I I 1+25 0.3613 5.65 I Q 1+30 0.4104 7.12 I VQI I f 1+35 0.4585 6.99 I QI 1 1+40 0.5061 6.92 I QV 1 1+45 0.5652 8.59 I IQ 1 1+50 0.6318 9.66 I I Q I 1+55 0.6942 9.06 I II QV I (I 2+ 5 0.8171 9.09 , IQQ VV I I 2+10 0.8951 11.32 I I Q V I ! 2+15 1.0003 15.29 I Q I 2+20 1.1019 14.75 I QI V I 2+25 1.•2235 17.65 I I I QV ! 2+30 1.3995 25.56 I I I V Q I 2+35 1.6013 29.30 1 I I V QI 2+40 1.7908 27.53 I I VQ 2+45 1.8983 15.61 Q I V 2+50 1.9379 5.75 I Q I I V 2+55 1.9648 3.90 I Q I I V 3+ 0 1.9833 2.69 I Q I I VI 3+ 5 1.9901 0.99 IQ I I VI 3+10 1.9911 0.14 Q I I VI 3+15 1.9912 0.02 Q I I V ----------------------------------------------------------------------- Page 3 CDEVELOPED62.out U n i t H y d r o g r a p h A n a l y s i s _.Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CDEVELOPED62.out ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++.... -+++++++ ------------------------------------------------------------------------- Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- English (in-lb) Input Units Used English Rainfall Data (Inches) Input values used English Units used in output format --------------------------------------------------------------------- PROPOSED AREA C UNIT AREA HYDROGRAPH 2 YEAR BY: MATTHEW W. BUSCH ---------------------------------------------------------------------- Drainage Area = 14.70(Ac.) = 0.023 Sq. Mi . USER Entry of lag time in hours Lag time = 0.043 Hr. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. unit time = 5.00 Min. Duration of storm = 6 Hour(s) user Entered Base NOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In) [2] weighting[1*2] 14.70 1.40 20.58 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] Weighting[1*2] 14.70 3.50 51.45 STORM EVENT (YEAR) = 2.00 Area Averaged 27Year Rainfall = 1.400(In) Area Averaged 1007Year Rainfall = 3.500(In) Point rain (area averaged) = 1.400(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 1.400(In) Sub-Area Data: Area(Ac.) Runoff Index impervious % 14.700 53.10 0.500 Total Area Entered = 14.70(Ac.) Page 1 CDEVELOPED62.out RI RI Infil . Rate Impervious Adj . Inf.il . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 53.1 33.5 0.729 0.500 0.401 1.000 0.401 Sum (F) = 0.401 Area averaged mean soil loss -(F) (In/Hr) = 0.401 Minimum soil loss rate ((In/Hr)) = 0.200 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.500 u n i t H y d r o g r a p h FOOTHILL S-Curve -------------------------------------------------------------------- Unit Hydrograph Data --------------------------------------------------------------------- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) - ----------------------------------------------------------------------- 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 --------------------------------------------------------------------- Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.50 0.084 0.401 0.042 0.04 2 0.17 0.60 0.101 0.401 0.050 0.05 3 0.25 0.60 0.101 0.401 0.050 0.05 4 0.33 0.60 0.101 0.401 0.050 0.05 5 0.42 0.60 0.101 0.401 0.050 0.05 6 0.50 0.70 0.118 0.401 0.059 0.06 7 0.58 0.70 0.118 0.401 0.059 0.06 8 0.67 0.70 0.118 0.401 0.059 0.06 9 0.75 0.70 0.118 0.401 0.059 0.06 10 0.83 0.70 0.118 0.401 0.059 0.06 11 0.92 0.70 0.118 0.401 0.059 0.06 12 1.00 0.80 0.134 0.401 0.067 . 0.07 13 1.08 0.80 0.134 0.401 0.067 0.07 14 1.17 0.80 0.134 0.401 0.067 0.07 15 1.25 0.80 0.134 0.401 0.067 0.07 16 1.33 0.80 0.134 0.401 0.067 0.07 17 1.42 0.80 0.134 0.401 0.067 0.07 18 1.50 0.80 0.134 0.401 0.067 0.07 19 1.58 0.80 0.134 0.401 0.067 0.07 20 1.67 0.80 0.134 0.401 0.067 0.07 21 1.75 0.80 0.134 0.401 0.067 0.07 22 1.83 0.80 0.134 0.401 0.067 0.07 23 1.92 0.80 0.134 0.401 0.067 0.07 24 2.00 0.90 0.151 0.401 0.076 0.08 25 2.08 0.80 0.134 0.401 0.067 0.07 26 2.17 0.90 0.151 0.401 0.076 0.08 27 2.25 0.90 0.151 0.401 0.076 0.08 28 2.33 0.90 0.151 0.401 0.076 0.08 29 2.42 0.90 0.151 0:401 0.076 0.08 30 2.50 0.90 0.151 0.401 0.076 0.08 31 2.58 0.90 0.151 0.401 0.076 0.08 32 2.67 0.90 0.151 0.401 0.076 0.08 33 2.75 1.00 0.168 0.401 0.084 0.08 Page 2 CDEVELOPED62.out 34 2.83 1.00 0.168 0.401 0.084 0.08 35 2.92 1.00 0.168 0.401 0.084 0.08 36 3.00 1.00 0.168 0.401 0.084 0.08 37 3.08 1.00 0.168 0.401 0.084 0.08 38 3.17 1.10 0.185 0.401 0.092 0.09 39 3.25 1.10 0.185 0.401 0.092 0.09 40 3.33 1.10 0.185 0.401 0.092 0.09 41 3.42 1.20 0.202 0.401 0.101 0.10 42 3.50 1.30 0.218 0.401 0.109 0.11 43 3.58 1.40 0.235 0.401 0.118 0.12 44 3.67 1.40 0.235 0.401 0.118 0.12 45 3.75 1. 50 0.252 0.401 0.126 0.13 46 3.83 1. 50 0.252 0.401 0.126 0.13 47 3.92 1.60 0.269 0.401 0.134 0.13 48 4.00 1.60 0.269 0.401 0.134 0.13 49 4.08 1.70 0.286 0.401 0.143 0.14 50 4.17 1.80 0.302 0.401 0.151 0.15 51 4.25 1.90 0.319 0.401 0.160 0.16 52 4.33 2.00 0.336 0.401 0.168 0.17 53 4.42 2.10 0.353 0.401 0.176 0.18 54 4.50 2.10 0.353 0.401 0.176 0.18 55 4.58 2.20 0.370 0.401 0.185 0.18 56 4.67 2.30 0.386 0.401 0.193 0.19 57 4.75 2.40 0.403 0.401 --- 0.00 58 4.83 2.40 0.403 0.401 --- 0.00 59 4.92 2.50 0.420 0.401 --- 0.02 60 5.00 2.60 0.437 0.401 --- 0.04 61 5.08 3.10 0.521 0.401 --- 0.12 62 5.17 3.60 0.605 0.401 --- 0.20 63 5.25 3.90 0.655 0.401 -- 0.25 64 5.33 4.20 0.706 0.401 --- 0.30 65 5.42 4.70 0.790 0.401 --- 0.39 66 5.50 5.60 0.941 0.401 --- 0.54 67 5.58 1.90 0.319 0.401 0.160 0.16 68 5.67 0.90 0.151 0.401 0.076 0.08 69 5.75 0.60 0.101 0.401 0.050 0.05 70 5.83 0.50 0.084 0.401 0.042 0.04 71 5.92 0.30 0.050 0.401 0.025 0.03 72 6.00 0.20 0.034 0.401 0.017 0.02 Sum = 100.0 Sum = 7.3 Flood volume = Effective rainfall 0.61(In) times area 14.7(Ac.)/[(In)/(Ft.)] = 0.7(Ac.Ft) Total soil loss = 0.79(In) Total soil loss = 0.966(Ac.Ft) Total rainfall = 1.40(In) Flood volume = 32602.2 Cubic Feet Total soil loss = 42099.4 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 6.557(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T O R M Runoff H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ------------------------------------------------------7---------------- 0+ 5 0.0017 0.25 VQ I I I I 0+10 0.0060 0.62 v Q 0+15 0.0110 0.73 V Q I I I 0+20 0.0162 0.75 V Q I Page 3 CDEVELOPED62.out 0+25 0.0213 0.75 IVQ I ( I 0+30 0.0268 0.80 Iv Q I I I I 0+35 0.0327 0.86 Iv Q I 0+40 0.0387 0.87 1 VQ. I I I I 0+45 0.0447 0.87 1 VQ I I I 1 0+50 0.0507 0.87 1 VQ 0+55 0.0567 0.87 I Q 1+ 0 0.0631 0.92 I Q I I I 1+ 5 0.0699 0.99 I Q I I ! I 1+10 0.0767 0.99 I QV I I I I 1+15 0.0836 1.00 I QV I I I I 1+20 0.0904 1.00 I Qv I I I 1+25 0.0973 1.00 I Q v I 1+30 0.1041 1.00 I Q v 1 I I I 1+35 0.1110 1.00 I Q v I I 1+40 0.1179 1.00 I Q v I I I I 1+45 0.1247 1.00 I Q v I 1+50 0.1316 1.00 1 Q v l 1+55 0.1384 1.00 1 Q V 2+ 0 0.1457 1.05 1 Q V I I 2+ 5 0.1529 1.06 1 Q V I I ! 2+10 0.1602 1.06 I Q V I ( I! 2+15 0.1679 1.11 Q V 2+20 0.1756 1.12 Q VI 2+25 0.1833 1.12 I Q VI I 2+30 0.1910 1.12 I Q V I 2+35 0.1987 1.12 I Q V I I I 2+40 0.2064 1.12 1 Q IV I I ! 2+45 0.2145 1.17 1 Q IV I 1 II 2+50 0.2230 1.23 I Q (V I ! 2+55 0.2316 1.24 I Q V ( I 3+ 0 0.2402 1.25 I Q I V ( I I 3+ 5 0.2487 1.25 1 Q I v 3+10 0.2577 1.30 I Q I V I I I 3+15 0.2670 1.36 I Q I V I 3+20 0.2764 1.37 I Q I V I 3+25 0.2862 1.42 I Q I V I II 3+30 0.2968 1.53 I Q I V 3+35 0.3082 1.66 I Q I V I ! 3+40 0.3201 1.73 I Q I V I ( I 3+45 0.3324 1.79 1 Q I V I I I 3+50 0.3452 1.86 Q I V I I ! 3+55 0.3584 1.92 Q I V I I 4+ 0 0.3721 1.98 Q I VI I 4+ 5 0.3861 2.04 Q I V I 4+10 0.4010 2.16 Q I IV I 4+15 0.4167 2.28 QI V I 4+20 0.4332 2.40 QI V I! 4+25 0.4507 2.53 I Q I V 4+30 0.4686 2.60 1 Q ! V 4+35 0.4869 2.66 Q I V 4+40 0.5061 2.78 I IQ I V I 4+45 0.5178 1.70 1 Q I I v I I 4+50 0.5197 0.28 IQ I V I[4+55 0.5209 0.17 Q I I v ! 5+ 0 0.5234 0.36 IQ I I V I 5+ 5 0.5304 1.02 I Q I I V 5+10 0.5454 2.17 I Q I ! VI 5+15 0.5674 3.20 I I Q I V 5+20 0.5949 3.99 I Q IV 5+25 0.6290 4.95 I QI! I V 1 5+30 0.6742 6.56 I I I Q I V 5+35 0.7121 5.50 ( I I Q I V Page 4 CDEVELOPED62.out 5+40 0.7280 2.32 I QI I I V I 5+45 0.7359 1.15 I Q I I I vI 5+50 0.7411 0.74 I Q I I I VI 5+55 0.7448 0.54 I Q Vi 6+ 0 0.7471 0.35 IQ ( I v 6+ 5 0.7483 0.16 Q I I I VI 6+10 0.7484 0.02 Q ( I I VI 6+15 0.7484 0.00 Q I I I v Page 5 CDEVELOPED65.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CDEVELOPED65.out ++++++++++++++++++++++-F+++-f-+++-f-++-I-++++++-f-++++++++++++++++++-t-+...-++++++++ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values used English units used in output format ----------------------------------------------------------------------- PROPOSED AREA C UNIT AREA HYDROGRAPH 5 YEAR BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Drainage Area = 14.70(Ac.) = 0.023 Sq. Mi . USER Entry of lag time in hours Lag time = 0.043 Hr•. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. Unit time = 5.00 Min. Duration of storm = 6 Hour(s) user Entered Base F1oW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall(In)[2] weighting[1*2] 14.70 1.40 20.58 100 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In) [2] weighting[1*2] 14.70 3.50 51.45 STORM EVENT (YEAR) = 5.00 Area Averaged 2-Year Rainfall = 1.400(In) Area Averaged 100-Year Rainfall = 3.500(In) Point rain (area averaged) = 1.892(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 1.892(In) Sub-Area Data: Area(Ac.) Runoff Index Impervious % 14.700 53.10 0.500 Total Area Entered = 14.70(Ac.) Page 1 CDEVELOPED65.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 53.1 33.5 0.729 0.500 0.401 1.000 0.401 Sum (F) = 0.401 Area averaged mean soil loss (F) (In/Hr) = 0.401 Minimum soil loss rate ((In/Hr)) = 0.200 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.500 u n i t H y d r o g r a p h FOOTHILL S-Curve --------------------------------------------------------------------- unit Hydrograph Data --------------------- ----- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) --------------------------------------------- ------------------------ 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 --------------------------------------------------------------------------- unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.50 0.114 0.401 0.057 0.06 2 0.17 0.60 0.136 0.401 0.068 0.07 3 0.25 0.60 0.136 0.401 0.068 0.07 4 0.33 0.60 0.136 0.401 0.068 0.07 5 0.42 0.60 0.136 0.401 0.068 0.07 6 0.50 0.70 0.159 0.401 0.079 0.08 7 0.58 0.70 0.159 0.401 0.079 0.08 8 0.67 0.70 0.159 0.401 0.079 0.08 9 0.75 0.70 0.159 0.401 0.079 0.08 10 0.83 0.70 0.159 0.401 0.079 0.08 11 0.92 0.70 0.159 0.401 0.079 0.08 12 1.00 0.80 0.182 0.401 0.091 0.09 13 1.08 0.80 0.182 0.401 0.091 0.09 14 1.17 0.80 0.182 0.401 0.091 0.09 15 1.25 0.80 0.182 0.401 0.091 0.09 16 1.33 0.80 0.182 0.401 0.091 0.09 17 1.42 0.80 0.182 0.401 0.091 0.09 18 1.50 0.80 0.182 0.401 0.091 0.09 19 1.58 0.80 0.,182 0.401 0.091 0.09 20 1.67 0.80 0.182 0.401 0.091 0.09 21 1.75 0.80 0.182 0.401 0.091 0.09 22 1.83 0.80 0.182 0.401 0.091 0.09 23 1.92 0.80 0.182 0.401 0.091 0.09 24 2.00 0.90 0.204 0.401 0.102 0.10 25 2.08 0.80 0.182 0.401 0.091 0.09 26 2.17 0.90 0.204 0.401 0.102 0.10 27 2.25 0.90 0.204 0.401 0.102 0.10 28 2.33 0.90 0.204 0.401 0.102 0.10 29 2.42 0.90 0.204 0.401 0.102 0.10 30 2.50 0.90 0.204 0.401 0.102 0.10 31 2.58 0.90 0.204 0.401 0.102 0.10 32 2.67 0.90 0.204 0.401 0.102 0.10 33 2.75 1.00 0.227 0.401 0.114 0.11 Page 2 CDEVELOPED65.out 34 2.83 1.00 0.227 0.401 0.114 0.11 35 2.92 1.00 0.227 0.401 0.114 0.11 36 3.00 1.00 0.227 0.401 0.114 0.11 37 3.08 1.00 0.227 0.401 0.114 0.11 38 3.17 1.10 0.250 0.401 0.125 0.12 39 3.25 1.10 0.250 0.401 0.125 0.12 40 3. 33 1.10 0.250 0.401 0.125 0.12 41 3.42 1.20 0.272 0.401 0.136 0.14 42 3. 50 1.30 0.295 0.401 0.148 0.15 43 3. 58 1.40 0.318 0.401 0.159 0.16 44 3.67 1.40 0.318 0.401 0.159 0.16 45 3.75 1.50 0.341 0.401 0.170 0.17 46 3.83 1. 50 0.341 0.401 0.170 0.17 47 3.92 1.60 0.363 0.401 0.182 0.18 48 4.00 1.60 0.363 0.401 0.182 0.18 49 4.08 1.70 0.386 0.401 0.193 0.19 50 4.17 1.80 0.409 0.401 --- 0.01 51 4.25 1.90 0.431 0.401 --- 0.03 52 4.33 2.00 0.454 0.401 --- 0.05 53 4.42 2.10 0.477 0.401 --- 0.08 54 4.50 2.10 0.477 0.401 - - 0.08 55 4.58 2.20 0.499 0.401 --- 0.10 56 4.67 2.30 0.522 0.401 --- 0.12 57 4.75 2.40 0.545 0.401 --- 0.14 58 4.83 2.40 0.545 0.401 --- 0.14 59 4.92 2. 50 0.568 0.401 --- 0.17 60 5.00 2.60 0.590 0.401 --- 0.19 61 5.08 3.10 0.704 0.401 -- 0.30 62 5.17 3.60 0.817 0.401 --- 0.42 63 5.25 3.90 0.885 0.401 --- 0.48 64 5.33 4.20 0.953 0.401 --- 0.55 65 5.42 4.70 1.067 0.401 --- 0.67 66 5. 50 5.60 1.271 0.401 --- 0.87 67 5.58 1.90 0.431 0.401 -- 0.03 68 5.67 0.90 0.204 0.401 0.102 0.10 69 5.75 0.60 0.136 0.401 0.068 0.07 70 5.83 0.50 0.114 0.401 0.057 0.06 71 5.92 0.30 0.068 0.401 0.034 0.03 72 6.00 0.20 0.045 0.401 0.023 0.02 Sum = 100.0 Sum = 10.0 Flood volume = Effective rainfall 0.83(In) times area 14.7(AC.)/[(In)/(Ft.)] = 1.0(AC.Ft) Total soil loss = 1.06(In) Total soil loss = 1.301(Ac.Ft) Total rainfall = 1.89(In) Flood volume = 44287.9 Cubic Feet Total soil loss = 56659.2 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 10.948(CFS) -------------------------------------------------------------------- +++++++.{...F.+...-+++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume AC.Ft Q(CFS) 0 5.0 10.0 15.0 20.0 ----------------------------------------------------------------------- 0+ 5 0.0024 0.34 Q I I 0+10 0.0081 0.84 VQ I I 0+15 0.0149 0.98 VQ 0+20 0.0218 1.01 V Q I I I Page 3 CDEVELOPED65.out 0.0288 1.01 IVQ I 0.0362 1.08 IVQ I ' 0.0442 1.16 IVQ I 0.0523 1.18 I Q 0.0604 1.18 I Q I 0.0685 1.18 Q I ` 0.0767 1.18 QV I 0.0852 1.25 I QV Ij' 0.0944 1.33 ( QV I 0.1037 1.34 ( Q V I 0.1129 1.35 I Q V I 0.1222 1.35 I Q V I � 0.1315 1.35 I Q V I , ( 0.1407 1.35 I Q V I Ih 0.1500 1.35 I Q V I ; 0.1593 1.35 Q V I ; 0.1685 1.35 Q V I ° 0.1778 1.35 Q V I ` 0.1871 1.35 Q V I 0.1968 1.41 Q V I 0.2067 1.43 Q V I 0.2165 1.43 Q V I 0.2269 1.50 Q v I 0.2373 1.51 Q VI 0.2477 1.51 = Q VI 0.2581 1.51 I Q V . 0.2686 1.51 Q V 0.2790 1.51 Q V y 0.2899 1.58 1 Q IV is 0.3014 1.67 I Q IV v 0.3129 1.68 I Q I V 0.3245 1.68 I Q I V 0.3361 1.68 ( Q I V 0.3482 1.75 ( Q I V 0.3608 1.84 I Q I V 0.3735 1.85 I Q I V 0.3868 1.92 I Q I V 0.4010 2.07 I Q I V 0.4165 2.24 I Q ( v 0.4326 2.34 I Q 0.4492 2.42 I Q I 0.4665 2.51 I Q I 0.4844 2.59 I Q 0.5028 2.68 I Q { 0.5218 2.76 I Q 0.5337 1.73 I Q i 0.5371 0.49 Q I 0.5412 0.60 IQ I ` 0.5473 0.89 IQ I 0.5548 1.09 Q 0.5635 1.26 I Q 0.5743 1.57 ( Q 0.5874 1.90 I Q 0.6019 2.10 1 Q 0.6175 2.27 I Q 0.6353 2.58 I Q I� 0.6591 3.46 1 Q Ii 0.6937 5.03 1 Q 0.7379 6.42 1 I Q 0.7895 7.48 1 I Q 0.8499 8.78 1 l 0.9253 10.95 1 I 19 0.9774 7.56 I I Q # Page 4 5+40 0.9906 1.92 ICDQVELOPEi65.out I I v I 5+45 1.0001 1.38 1 Q I I I vI 5+50 1.0067 0.97 IQ I I ( VI 5+55 1.0117 0.73 IQ I I I VI 6+ 0 1.0150 0.47 Q I I I vl 6+ 5 1.0165 0.22 Q I I I vI 6+10 1.0167 0.03 Q I I I VI 6+15 1.0167 0.00 Q I I I v Page 5 CDEVELOPED610.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 Study date 05/07/05 File: CDEVELOPED610.out ....++++++....++++++++++++....+++++++++--++++++.+++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc: - S/N 901 ------------------------------------------------------------------------ English (in-lb) Input units used English Rainfall Data (Inches) Input values used English units used in output format --------------------------------------------------------------------- PROPOSED AREA C UNIT AREA HYDROGRAPH 10 YEAR BY: MATTHEW W. BUSCH --------------------------------------------------------------_--_---- Drainage Area = 14.70(Ac.) = 0.023 Sq. Mi . USER Entry of lag time in hours Lag time = 0.043 Hr. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. Unit time = 5.00 Min. Duration of storm = 6 Hour(s) User Entered Base F1oW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.)[1] Rainfall (In) [2] weighting[1*2] 14.70 1.40 20.58 100 YEAR Area rainfall data: Area(AC.)[1] Rainfall(In) [2] Weighting[1*2] 14.70 3.50 51.45 STORM EVENT (YEAR) = 10.00 Area Averaged 2-Year Rainfall = 1.400(In) Area Averaged 100-Year Rainfall = 3.500(In) Point rain (area averaged) = 2.264(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 2.264(In) sub-Area Data: Area(AC.) Runoff Index Impervious % 14.700 53.10 0.500 Total Area Entered = 14.70(AC.) Page 1 CDEVELOPED610.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 53.1 53.1 0.540 0.500 0.297 1.000 0.297 Sum (F) = 0.297 Area averaged mean soil loss (F) (In/Hr) = 0.297 Minimum soil loss rate ((In/Hr)) = 0.149 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.500 --------------------------------------------------------------------- u n i t H y d r o g r a p h FOOTHILL S-Curve -------------------------------------------------------------------- unit Hydrograph Data --------------------------------------------------------------------- Unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) ------------------- ----------------------------------------------------- 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 ----------------------------------------------------------------------- Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max I Low (In/Hr) 1 0.08 0.50 0.136 0.297 0.068 0.07 2 0.17 0.60 0.163 0.297 0.081 0.08 3 0.25 0.60 0.163 0.297 0.081 0.08 4 0.33 0.60 0.163 0.297 0.081 0.08 5 0.42 0.60 0.163 0.297 0.081 0.08 6 0.50 0.70 0.190 0.297 0.095 0.10 7 0.58 0.70 0.190 0.297 0.095 0.10 8 0.67 0.70 0.190 0.297 0.095 0.10 9 0.75 0.70 0.190 0.297 0.095 0.10 10 0.83 0.70 0.190 0.297 0.095 0.10 11 0.92 0.70 0.190 0.297 0.095 0.10 12 1.00 0.80 0.217 0.297 0.109 0.11 13 1.08 0.80 0.217 0.297 0.109 0.11 14 1.17 0.80 0.217 0.297 0.109 0.11 15 1.25 0.80 0.217 0.297 0.109 0.11 16 1.33 0.80 0.217 0.297 0.109 0.11 17 1.42 0.80 0.217 0.297 0.109 0.11 18 1.50 0.80 0.217 0.297 0.109 0.11 19 1.58 0.80 0.217 0.297 0.109 0.11 20 1.67 0.80 0.217 0.297 0.109 0.11 21 1.75 0.80 0.217 0.297 0.109 0.11 22 1.83 0.80 0.217 0.297 0.109 0.11 23 1.92 0.80 0.217 0.297 0.109 0.11 24 2.00 0.90 0.244 0.297 0.122 0.12 25 2.08 0.80 0.217 0.297 0.109 0.11 26 2.17 0.90 0.244 0.297 0.122 0.12 27 2.25 0.90 0.244 0.297 0.122 0.12 28 2.33 0.90 0.244 0.297 0.122 0.12 29 2.42 0.90 0.244 0.297 0.122 0.12 30 2.50 0.90 0.244 0.297 0.122 0.12 31 2.58 0.90 0.244 0.297 0.122 0.12 32 2.67 0.90 0.244 0.297 0.122 0.12 33 2.75 1.00 0.272 0.297 0.136 0.14 Page 2 CDEVELOPED610.out 34 2.83 1.00 0.272 0.297 0.136 0.14 35 2.92 1.00 0.272 0.297 0.136 0.14 36 3.00 1.00 0.272 0.297 0.136 0.14 37 3.08 1.00 0.272 0.297 0.136 0.14 38 3.17 1.10 0.299 0.297 -- 0.00 39 3.25 1.10 0.299 0.297 --- 0.00 ,40 3.33 1.10 0.299 0.297 --- 0.00 41 3.42 1.20 0.326 0.297 --- 0.03 42 3.50 1.30 0.353 0.297 --- 0.06 43 3.58 1.40 0.380 0.297 --- 0.08 44 3.67 1.40 0. 380 0.297 --- 0.08 45 3.75 1.50 0.407 0.297 -- 0.11 46 3.83 1.50 0.407 0.297 --- 0.11 47 3.92 1.60 0.435 0.297 - 0.14 48 4.00 1.60 0.435 0.297 --- 0.14 49 4.08 1.70 0.462 0.297 --- 0.16 50 4.17 1.80 0.489 0.297 --- 0.19 51 4.25 1.90 0.516 0.297 --- 0.22 52 4.33 2.00 0.543 0.297 --- 0.25 53 4.42 2.10 0.570 0.297 --- 0.27 54 4.50 2.10 0.570 0.297 --- 0.27 55 4.58 2.20 0.598 0.297 --- 0.30 56 4.67 2.30 0.625 0.297 --- 0.33 57 4.75 2.40 0.652 0.297 --- 0.35 58 4.83 2.40 0.652 0.297 --- 0.35 59 4.92 2. 50 0.679 0.297 --- 0.38 60 5.00 2.60 0.706 0.297 --- 0.41 61 5.08 3.10 0.842 0.297 --- 0.54 62 5.17 3.60 0.978 0.297 --- 0.68 63 5.25 3.90 1.059 0.297 --- 0.76 64 5.33 4.20 1.141 0.297 --- 0.84 65 5.42 4.70 1.277 0.297 --- 0.98 66 5.50 5.60 1.521 0.297 --- 1.22 67 5. 58 1.90 0.516 0.297 --- 0.22 68 5.67 0.90 0.244 0.297 0.122 0.12 69 5.75 0.60 0.163 0.297 0.081 0.08 70 5.83 0.50 0.136 0.297 0.068 0.07 71 5.92 0.30 0.081 0.297 0.041 0.04 72 6.00 0.20 0.054 0.297 0.027 0.03 Sum = 100.0 Sum = 13.9 Flood volume = Effective rainfall 1.16(In) times area 14.7(AC.)/[(In)/(Ft.)] = 1.4(Ac.Ft) Total soil loss = 1.11(In) Total soil loss = 1.357(Ac.Ft) Total rainfall = 2.26(In) Flood volume = 61703.5 Cubic Feet Total soil loss = 59097.4 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 15.804(CFS) -------------------------------------------------------------------- ++++++++++++i-++++++++++++++-r++-H+++++++++++++++++++++++++++++++++++++ 6 - H O U R S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) ------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 5.0 10.0 15.0 20.0 ------------------------------------------------------------------------ 0+ 5 0.0028 0.41 Q I I I I 0+10 0.0097 1.00 V Q I I I I 0+15 0.0178 1.18 V Q I I I I 0+20 0.0261 1.21 v Q I I I I Page 3 CDEVELOPED610.OUt 0+25 0.0345 1.21 v Q I I 1 1 0+30 0.0433 1.29 IvQ I I I I 0+35 0.0529 1.39 IvQ I I I I 0+40 0.0626 1.41 IvQ I I I I 0+45 0.0723 1.41 I Q I I 0+50 0.0820 1.41 I Q I 0+55 0.0917 1.41 I Q I I I I 1+ 0 0.1020 1.49 I Q 1+ 5 0.1130 1.59 1 Q I I I I 1+10 0.1240 1.61 1 Q I I ( I 1+15 0.1351 1.61 I Q I I I I 1+20 0.1462 1.61 I QV I I I I 1+25 0.1573 1.61 I QV I I I I 1+30 0.1684 1.61 I QV I I I I 1+35 0.1795 1.61 I Q V I I 1+40 0.1906 1.61 I Q V I I I I 1+45 0.2017 1.61 I Q V I I I I 1+50 0.2128 1.61 I Q v I I 1+55 0.2239 1.61 I Q V I I I I 2+ 0 0.2355 1.69 I Q V I I I I 2+ 5 0.2473 1.71 I Q v 2+10 0.2591 1.71 I Q v l I I I 2+15 0.2715 1.80 I Q v I I I I 2+20 0.2839 1.81 I Q v l I I I 2+25 0.2964 1.81 I Q V I I I I 2+30 0.3089 1.81 I Q v l I I I 2+35 0.3214 1.81 1 Q VI I I I 2+40 0.3338 1.81 1 Q VI I I I 2+45 0.3469 1.89 1 Q VI I I I 2+50 0.3606 2.00 1 Q V I I I 2+55 0.3745 2.01 1 Q V I I I 3+ 0 0.3884 2.01 1 Q V I I I 3+ 5 0.4022 2.01 1 Q IV I I I 3+10 0.4105 1.20 1 Q IV I I I 3+15 0.4119 0.19 Q IV 1 I I 3+20 0.4122 0.05 Q IV I I I 3+25 0.4135 0.19 Q IV I I I 3+30 0.4173 0.56 IQ IV I I I 3+35 0.4239 0.95 IQ IV I I I 3+40 0.4321 1.19 1 Q I V I I I 3+45 0.4417 1.39 1 Q I V I I I 3+50 0.4527 1.60 1 Q I V I 3+55 0.4650 1.79 I Q I V I I I 4+ 0 0.4788 2.00 I Q I V I I I 4+ 5 0.4940 2.20 I Q I V I I I 4+10 0.5117 2.57 I Q I v I I I 4+15 0.5321 2.97 I Q I v I I l 4+20 0.5553 3.37 I Q I V I I I 4+25 0.5813 3.77 I Q I V I I I 4+30 0.6089 4.01 I Q I V I I I 4+35 0:6379 4.21 I Q I V 4+40 0.6694 4.58 1 QI V I I I 4+45 0.7037 4.98 I QI VI I I 4+50 0.7397 5.22 I Q V I I 4+55 0.7770 5.42 I Q IV I I 5+ 0 0.8169 5.79 I IQ I V I I 5+ 5 0.8640 6.84 I 1 Q I v I I 5+10 0.9240 8.72 I 1 Q I V I I 5+15 0.9955 10.38 I 1 Q V I I 5+20 1.0758 11.66 1 1 I Q V I 5+25 1.1668 13.21 1 I I Q I V I 5+30 1.2756 15.80 1 I 1 IQ V I 5+35 1.3566 11.75 I I I Q I V I Page 4 CDEVELOPED610.0Ut 5+40 1.3834 3.90 I Q I I I VI 5+45 1.3964 1.88 I Q I I VI 5+50 1.4046 1.20 I Q I I VI 5+55 1.4106 0.87 IQ I I ( VI 6+ 0 1.4144 0.56 IQ I I I VI 6+ 5 1.4162 0.26 Q I I I VI 6+10 1.4165 0.04 Q I I I VI 6+15 1.4165 0.01 Q I I I V ----------------------------------------------------------------------- Page 5 CDEVELOPED6100.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CDEVELOPED6100.out .... -.........++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside county synthetic unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- English (in-lb) Input Units used English Rainfall Data (inches) Input values used English Units used in output format --------------------------------------------------------------------- PROPOSED AREA C UNIT AREA HYDROGRAPH 100 YEAR BY: MATTHEW W. BUSCH --------------------------------------------------------------.------ Drainage Area = 14.70(Ac.) = 0.023 Sq. Mi . USER Entry of lag time in hours Lag time = 0.043 Hr. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. unit time = 5.00 Min. Duration of storm = 6 Hour(s) User Entered Base FLOW = 4.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In) [2] Weighting[1*2] 14.70 1.40 20.58 100 YEAR Area rainfall data: Area(Ac.) [1] Rainfall(In) [2] weighting[1*2] 14.70 3.50 51.45 STORM EVENT (YEAR) = 100.00 Area Averaged 2-Year Rainfall = 1.400(In) Area Averaged 100-Year Rainfall = 3.500(In) Point rain (area averaged) = 3.500(In) Areal adjustment factor = 99.99 % Adjusted average point rain = 3.500(In) Sub-Area Data: Area(AC.) Runoff Index Impervious % 14.700 53.10 0.500 Total Area Entered = 14.70(Ac.) Page 1 CDEVELOPED6100.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 53.1 53.1 0.540 0.500 0.297 1.000 0.297 Sum (F) = 0.297 Area averaged mean soil loss (F) (In/Hr) = 0.297 Minimum soil loss rate ((In/Hr)) = 0.149 (for 24 hour storm duration) soil low loss rate (decimal) = 0.500 ------------------------------------------------------------ U n i t H y d r o g r a p h FOOTHILL S-Curve -------------------------------------------------------------------- unit Hydrograph Data -----_------ ----------------------------------------------------------- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) ----------------------------------------------------------------------- 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 _---------------------------------------------------------------------- unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.50 0.210 0.297 0.105 0.10 2 0.17 0.60 0.252 0.297 0.126 0.13 3 0.25 0.60 0.252 0.297 0.126 0.13 4 0.33 0.60 0.252 0.297 0.126 0.13 5 0.42 0.60 0.252 0.297 0.126 0.13 6 0.50 0.70 0.294 0.297 0.147 0.15 7 0.58 0.70 0.294 0.297 0.147 0.15 8 0.67 0.70 0.294 0.297 0.147 0.15 9 0.75 0.70 0.294 0.297 0.147 0.15 10 0.83 0.70 0.294 0.297 0.147 0.15 11 0.92 0.70 0.294 0.297 0.147 0.15 12 1.00 0.80 0.336 0.297 --- 0.04 13 1.08 0.80 0.336 0.297 --- 0.04 14 1.17 0.80 0.336 0.297 --- 0.04 15 1.25 0.80 0.336 0.297 -- 0.04 16 1.33 0.80 0.336 0.297 --- 0.04 17 1.42 0.80 0.336 0.297 --- 0.04 18 1.50 0.80 0.336 0.297 --- 0.04 19 1.58 0.80 0.336 0.297 --- 0.04 20 1.67 0.80 0.336 0.297 --- 0.04 21 1.75 0.80 0.336 0.297 --- 0.04 22 1.83 0.80 0.336 0.297 --- 0.04 23 1.92 0.80 0.336 0.297 -- -0.04 24 2.00 0.90 0.378 0.297 --- 0.08 25 2.08 0.80 0.336 0.297 --- 0.04 26 2.17 0.90 0.378 0.297 --- 0.08 27 2.25 0.90 0.378 0.297 --- 0.08 28 2.33 0.90 0.378 0.297 -- 0.08 29 2.42 0.90 0.378 0.297 --- 0.08 30 2.50 0.90 0.378 0.297 --- 0.08 31 2.58 0.90 0.378 0.297 --- 0.08 32 2.67 0.90 0.378 0.297 --- 0.08 33 2.75 1.00 0.420 0.297 --- 0.12 Page 2 CDEVELOPED6100.out 34 2.83 1.00 0.420 0.297 - 0.12 35 2.92 1.00 0.420 0.297 - 0.12 36 3.00 1.00 0.420 0.297 -- 0.12 37 3.08 1.00 0.420 0.297 --- 0.12 38 3.17 1.10 0.462 0.297 --- 0.16 39 3.25 1.10 0.462 0.297 --- 0.16 40 3.33 1.10 0.462 0.297 --- 0.16 41 3.42 1.20 0. 504 0.297 - - 0.21 42 3.50 1.30 0. 546 0.297 --- 0.25 43 3. 58 1.40 0.588 0.297 --- 0.29 44 3.67 1.40 0. 588 0.297 --- 0.29 45 3.75 1.50 0.630 0.297 --- 0.33 46 3.83 1.50 0.630 0.297 -- 0.33 47 3.92 1.60 0.672 0.297 - 0.37 48 4.00 1.60 0.672 0.297 - 0.37 49 4.08 1.70 0.714 0.297 -- 0.42 50 4.17 1.80 0.756 0.297 ---- 0.46 51 4.25 1.90 0.798 0.297 --- 0.50 52 4.33 2.00 0.840 0.297 --- 0.54 53 4.42 2.10 0.882 0.297 --- 0. 58 54 4.50 2.10 0.882 0.297 --- 0. 58 55 4.58 2.20 0.924 0.297 --- 0.63 56 4.67 2.30 0.966 0.297 -- 0.67 57 4.75 2.40 1.008 0.297 --- 0.71 58 4.83 2.40 1.008 0.297 --- 0.71 59 4.92 2.50 1.050 0.297 --- 0.75 60 5.00 2.60 1.092 0.297 --- 0.79 61 5.08 3.10 1.302 0.297 -- 1.00 62 5.17 3.60 1.512 0.297 --- 1.21 63 5.25 3.90 1.638 0.297 - 1.34 64 5.33 4.20 1.764 0.297 --- 1.47 65 5.42 4.70 1.974 0.297 --- 1.68 66 5.50 5.60 2.352 0.297 --- 2.05 67 5.58 1.90 0.798 0.297 --- 0. 50 68 5.67 0.90 0.378 0.297 --- 0.08 69 5.75 0.60 0.252 0.297 0.126 0.13 70 5.83 0.50 0.210 0.297 0.105 0.10 71 5.92 0.30 0.126 0.297 0.063 0.06 72 6.00 0.20 0.084 0.297 0.042 0.04 Sum = 100.0 Sum = 23.2 Flood volume = Effective rainfall 1.94(In) times area 14.7(Ac.)/[(In)/(Ft.)] = 2.4(Ac.Ft) Total soil loss = 1.56(In) Total soil loss = 1.916(Ac.Ft) Total rainfall = 3.50(In) Flood volume = 103298.3 Cubic Feet Total soil loss = 83455.8 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 26.838(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T O R M Runoff H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 7.5 15.0 22.5 30.0 -------------------------------------------------------------------------- 0+ 5 0.0044 0.63 Q I I I 0+10 0.0150 1.55 V Q I I I I 0+15 0.0276 1.82 V Q I I I I 0+20 0.0404 1.86 V Q I I I Page 3 CDEVELOPED6100.out 0+25 0.0533 1.87 V Q I I I 0+30 0.0670 1.99 IVQ I 0+35 0.0818 2.15 IVQ I I 0+40 0.0968 2.17 IVQ I 1 1 0+45 0.1118 2.18 IVQ I 0+50 0.1268 2.18 I Q 0+55 0.1418 2.18 I Q I I I 1+ 0 0.1523 1.53 I Q 1+ 5 0.1572 0.71 Q V 1+10 0.1613 0.60 Q V I I I 1+15 0.1653 0.57 Q V I I I I 1+20 0.1692 0.57 Q V I ! 1+25 0.1732 0.57 Q v I I 1+30 0.1772 0.57 Q V 1+35 0.1811 0.57 Q V I I 1+40 0.1851 0.57 Q V I I 1+45 0.1890 0.57 Q V 1+50 0.1930 0.57 Q V I I 1+55 0.1970 0.57 Q v 2+ 0 0.2027 0.83 IQ V 2+ 5 0.2088 0.89 IQ V I I I I 2+10 0.2148 0.87 IQ V ! 2+15 0.2227 1.15 IQ V I I 2+20 0.2309 1.19 IQ V I I 1 1 2+25 0.2392 1.20 IQ v 2+30 0.2474 1.20 IQ v 2+35 0.2557 1.20 IQ V 2+40 0.2639 1.20 IQ V 2+45 0.2739 1.45 IQ V 2+50 0.2861 1.77 I Q V I I I! 2+55 0.2985 1.81 I Q V 3+ 0 0.3111 1.82 I Q V I 3+ 5 0.3236 1.82 I Q V 3+10 0.3379 2.07 I Q V I I 3+15 0.3543 2.39 I Q V 1 3+20 0.3711 2.43 I Q V = 1 3+25 0.3897 2.70 I Q V 3+30 0.4121 3.26 I Q V 3+35 0.4389 3.88 I Q V 3+40 0.4681 4.25 I Q V 3+45 0.4995 4.55 I Q V I I I 3+50 0.5331 4.88 I Q V I I 3+55 0.5687 5.18 I Q VI 4+ 0 0.6066 5.50 I Q V I 4+ 5 0.6466 5.80 Q V I I 4+10 0.6905 6.38 Q IV I II 4+15 0.7386 6.99 I QI V I I 4+20 0.7911 7.61 Q V 4+25 0.8478 8.24 Q V I 4+30 0.9071 8.61 I IQ v I 4+35 0.9684 8.91 IQ V I I 4+40 1.0338 9.49 I Q V I I I 4+45 1.1034 10.10 I Q v l I I 4+50 1.1755 10.47 1 Q VI 4+55 1.2498 10.78 1 Q IV I I 5+ 0 1.3280 11.36 I Q I V I 5+ 5 1.4174 12.98 I Q I V 5+10 1.5268 15.88 I I IQ V 1 5+15 1.6539 18.46 I I I Q V 1 5+20 1.7946 20.43 I I I Q V 5+25 1.9518 22.82 I I Q V 5+30 2.1366 26.84 I I 1 QV 5+35 2.2783 20.57 I I I Q I V I Page 4 CDEVELOPED6100.OUt 5+40 2.3251 6.80 1 QI I I VI 5+45 2.3410 2.30 1 Q I I I VI 5+50 2.3531 1.76 I Q I I I V 5+55 2.3622 1.32 IQ I I I V 6+ 0 2.3682 0.86 IQ I I I V 6+ 5 2.3710 0.40 Q I I I V! 6+10 2.3713 0.06 Q I I I V 6+15 2.3714 0.01 Q I---------------------------------------------------------------------------- I I V Page 5 CDEVELOPED242.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CDEVELOPED242.out .....i............F•h+-h....•f•i-....+-F....++++++t+t+t++.-f-i-....t............. ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values used English Units used in output format --------------------------------------------------------------------- PROPOSED AREA C UNIT AREA HYDROGRAPH 2 YEAR BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Drainage Area = 14.70(Ac.) = 0.023 sq. Mi . USER Entry of lag time in hours Lag time = 0.043 Hr. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. Unit time = 5.00 Min. Duration of storm = 24 Hour(s) user Entered Base FIOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In)[2] weighting[1*2] 14.70 2.50 36.75 100 YEAR Area rainfall data: Area(Ac.) [1] Rainfall(In) [2] weighting[1*2] 14.70 6.00 88.20 STORM EVENT (YEAR) = 2.00 Area Averaged 2-Year Rainfall = 2.500(In) Area Averaged 100-Year Rainfall = 6.000(In) Point rain (area averaged) = 2.500(In) Areal adjustment factor = 100.00 % Adjusted average point rain = 2.500(In) sub-Area Data: Area(Ac.) Runoff Index Impervious % 14.700 53.10 0.500 Total Area Entered = 14.70(Ac.) Page 1 CDEVELOPED242.out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 53.1 33.5 0.729 0.500 0.401 1.000 0.401 Sum (F) = 0.401 Area averaged mean soil loss (F) (In/Hr) = 0.401 Minimum soil loss rates ((In/Hr)) = 0.200 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.500 ----------------------------------------------------------- u n i t H y d r o g r a p h FOOTHILL S-Curve ---------------------------------------------------------------------- Unit Hydrograph Data ---- ----------------------------- Unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) ----------------------------....._ 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 ---------------------------------------------------------------------------- unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.07 0.020 0.710 0.010 0.01 2 0.17 0.07 0.020 0.708 0.010 0.01 3 0.25 0.07 0.020 0.705 0.010 0.01 4 0.33 0.10 0.030 0.702 0.015 0.01 5 0.42 0.10 0.030 0.700 0.015 0.01 6 0.50 0.10 0.030 0.697 0.015 0.01 7 0.58 0.10 0.030 0.694 0.015 0.01 8 0.67 0.10 0.030 0.691 0.015 0.01 9 0.75 0.10 0.030 0.689 0.015 0.01 10 0.83 0.13 0.040 0.686 0.020 0.02 11 0.92 0.13 0.040 0.683 0.020 0.02 12 1.00 0.13 0.040 0.681 0.020 0.02 13 1.08 0.10 0.030 0.678 0.015 0.01 14 1.17 0.10 0.030 0.675 0.015 0.01 15 1.25 0.10 0.030 0.672 0.015 0.01 16 1.33 0.10 0.030 0.670 0.015 0.01 17 1.42 0.10 0.030 0.667 0.015 0.01 18 1.50 0.10 0.030 0.664 0.015 0.01 19 1.58 0.10 0.030 0.662 0.015 0.01 20 1.67 0.10 0.030 0.659 0.015 0.01 21 1.75 0.10 0.030 0.657 0.015 0.01 22 1.83 0.13 0.040 0.654 0.020 0.02 23 1.92 0.13 0.040 0.651 0.020 0.02 24 2.00 0.13 0.040 0.649 0.020 0.02 25 2.08 0.13 0.040 0.646 0.020 0.02 26 2.17 0.13 0.94.0 0.643 0.020 0.02 27 2.25 0.13 0.040 0.641 0.020 0.02 28 2.33 0.13 0.040 0.638 0.020 0.02 29 2.42 0.13 0.040 0.636 0.020 0.02 30 2.50 0.13 0.040 0.633 0.020 0.02 31 2.58 0.17 0.050 0.630 0.025 0.02 32 2.67 0.17 0.050 0.628 0.025 0.02 33 2.75 0.17 0.050 0.625 0.025 0.02 Page 2 CDEVELOPED242.OUt 34 2.83 0.17 0.050 0.623 0.025 0.02 35 2.92 0.17 0.050 0.620 0.025 0.02 36 3.00 0.17 0.050 0.617 0.025 0.02 37 3.08 0.17 0.050 0.615 0.025 0.02 38 3.17 0.17 0.050 0.612 0.025 0.02 39 3.25 0.17 0.050 0.610 0.025 0.02 40 3.33 0.17 0.050 0.607 0.025 0.02 41 3.42 0.17 0.050 0.605 0.025 0.02 42 3.50 0.17 0.050 0.602 0.025 0.02 43 3.58 0.17 0.050 0.600 0.025 0.02 44 3.67 0.17 0.050 0. 597 0.025 0.02 45 3.75 0.17 0.050 0. 595 0.025 0.02 46 3.83 0.20 0.060 0. 592 0.030 0.03 47 3.92 0.20 0.060 0. 590 0.030 0.03 48 4.00 0.20 0.060 0.587 0.030 0.03 49 4.08 0.20 0.060 0.585 0.030 0.03 50 4.17 0.20 0.060 0.582 0.030 0.03 51 4.25 0.20 0.060 0.580 0.030 0.03 52 4.33 0.23 0.070 0.577 0.035 0.03 53 4.42 0.23 0.070 0.575 0.035 0.03 54 4.50 0.23 0.070 0.572 0.035 0.03 55 4.58 0.23 0.070 0.570 0.035 0.03 56 4.67 0.23 0.070 0.567 0.035 0.03 57 4.75 0.23 0.070 0.565 0.035 0.03 58 4.83 0.27 0.080 0.563 0.040 0.04 59 4.92 0.27 0.080 0.560 0.040 0.04 60 5.00 0.27 0.080 0.558 0.040 0.04 61 5.08 0.20 0.060 0.555 0.030 0.03 62 5.17 0.20 0.060 0.553 0.030 0.03 63 5.25 0.20 0.060 0.550 0.030 0.03 64 5.33 0.23 0.070 0.548 0.035 0.03 65 5.42 0.23 0.070 0.546 0.035 0.03 66 5.50 0.23 0.070 0.543 0.035 0.03 67 5.58 0.27 0.080 0.541 0.040 0.04 68 5.67 0.27 0.080 0.538 0.040 0.04 69 5.75 0.27 0.080 0.536 0.040 0.04 70 5.83 0.27 0.080 0.534 0.040 0.04 71 5.92 0.27 0.080 0.531 0.040 0.04 72 6.00 0.27 0.080 0.529 0.040 0.04 73 6.08 0.30 0.090 0.527 0.045 0.04 74 6.17 0.30 0.090 0.524 0.045 0.04 75 6.25 0.30 0.090 0.522 0.045 0.04 76 6.33 0.30 0.090 0.520 0.045 0.04 77 6.42 0.30 0.090 0.517 0.045 0.04 78 6.50 0.30 0.090 0.515 0.045 0.04 79 6.58 0.33 0.100 0.513 0.050 0.05 80 6.67 0.33 0.100 0.510 0.050 0.05 81 6.75 0.33 0.100 0.508 0.050 0.05 82 6.83 0.33 0.100 0.506 0.050 0.05 83 6.92 0.33 0.100 0.503 0.050 0.05 84 7.00 0.33 0.100 0. 501 0.050 0.05 85 7.08 0.33 0.100 0.499 0.050 0.05 86 7.17 0.33 0.100 0.497 0.050 0.05 87 7.25 0.33 0.100 0.494 0.050 0.05 88 7.33 0.37 0.110 0.492 0.055 0.05 89 7.42 0.37 0.110 0.490 0.055 0.05 90 7.50 0.37 0.110 0.488 0.055 0.05 91 7.58 0.40 0.120 0.485 0.060 0.06 92 7.67 0.40 0.120 0.483 0.060 0.06 93 7.75 0.40 0.120 0.481 0.060 0.06 94 7.83 0.43 0.130 0.479 0.065 0.06 95 7.92 0.43 0.130 0.477 0.065 0.06 96 8.00 0.43 0.130 0.474 0.065 0.06 Page 3 CDEVELOPED242.out 97 8.08 0.50 0.150 0.472 0.075 0.07 98 8.17 0.50 0.150 0.470 0.075 0.07 99 8.25 0.50 0.150 0.468 0.075 0.07 100 8.33 0.50 0.150 0.466 0.075 0.07 101 8.42 0.50 0.150 0.463 0.075 0.07 102 8. 50 0.50 0.150 0.461 0.075 0.07 103 8.58 0.53 0.160 0.459 0.080 0.08 104 8.67 0.53 0.160 0.457 0.080 0.08 105 8.75 0.53 0.160 0.455 0.080 0.08 106 8.83 0.57 0.170 0.453 0.085 0.08 107 8.92 0.57 0.170 0.450 0.085 0.08 108 9.00 0.57 0.170 0.448 0.085 0.08 109 9.08 0.63 0.190 0.446 0.095 0.09 110 9.17 0.63 0.190 0.444 0.095 0.09 111 9.25 0.63 0.190 0.442 0.095 0.09 112 9.33 0.67 0.200 0.440 0.100 0.10 113 9.42 0.67 0.200 0.438 0.100 0.10 114 9.50 0.67 0.200 0.436 0.100 0.10 115 9.58 0.70 0.210 0.434 0.105 0.10 116 9.67 0.70 0.210 0.431 0.105 0.10 117 9.75 0.70 0.210 0.429 0.105 0.10 118 9.83 0.73 0.220 0.427 0.110 0.11 119 9.92 0.73 0.220 0.425 0.110 0.11 120 10.00 0.73 0.220 0.423 0.110 0.11 121 10.08 0.50 0.150 0.421 0.075 0.07 122 10.17 0.50 0.150 0.419 0.075 0.07 123 10.25 0.50 0.150 0.417 0.075 0.07 124 10.33 0.50 0.150 0.415 0.075 0.07 125 10.42 0.50 0.150 0.413 0.075 0.07 126 10.50 0.50 0.150 0.411 0.075 0.07 127 10.58 0.67 0.200 0.409 0.100 0.10 128 10.67 0.67 0.200 0.407 0.100 0.10 129 10.75 0.67 0.200 0.405 0.100 0.10 130 10.83 0.67 0.200 0.403 0.100 0.10 131 10.92 0.67 0.200 0.401 0.100 0.10 132 11.00 0.67 0.200 0.399 0.100 0.10 133 11.08 0.63 0.190 0.397 0.095 0.09 134 11.17 0.63 0.190 0.395 0.095 0.09 135 11.25 0.63 0.190 0.393 0.095 0.09 136 11.33 0.63 0.190 0.391 0.095 0.09 137 11.42 0.63 0.190 0.389 0.095 0.09 138 11.50 0.63 0.190 0.387 0.095 0.09 139 11.58 0.57 0.170 0.386 0.085 0.08 140 11.67 0.57 0.170 0.384 0.085 0.08 141 11.75 0.57 0.170 0.382 0.085 0.08 142 11.83 0.60 0.180 0.380 0.090 0.09 143 11.92 0.60 0.180 0.378 0.090 0.09 144 12.00 0.60 0.180 0.376 0.090 0.09 145 12.08 0.83 0.250 0.374 0.125 0.12 146 12.17 0.83 0.250 0.372 0.125 0.12 147 12.25, 0.83 0.250 0.370 0.125 0.12 148 12.33 0.87 0.260 0.369 0.130 0.13 149 12.42 0.87 0.260 0.367 0.130 0.13 150 12.50 0.87 0.260 0.365 0.130 0.13 151 12.58 0.93 0.280 0.363 0.140 0.14 152 12.67 0.93 0.280 0.361 0.140 0.14 153 12.75 0.93 0.280 0.359 0.140 0.14 154 12.83 0.97 0.290 0.358 0.145 0.14 155 12.92 0.97 0.290 0.356 0.145 0.14 156 13.00 0.97 0.290 0.354 0.145 0.14 157 13.08 1.13 0.340 0.352 0.170 0.17 158 13.17 1.13 0.340 0.350 0.170 0.17 159 13.25 1:13 0.340 0.349 0.170 0.17 Page 4 CDEVELOPED242.OUt 160 13.33 1.13 0.340 0.347 0.170 0.17 161 13.42 1.13 0.340 0.345 0.170 0.17 162 13.50 1.13 0.340 0.343 0.170 0.17 163 13.58 0.77 0.230 0.342 0.115 0.11 164 13.67 0.77 0.230 0.340 0.115 0.11 165 13.75 0.77 0.230 0.338 0.115 0.11 166 13.83 0.77 0.230 0.336 0.115 0.11 167 13.92 0.77 0.230 0.335 0.115 0.11 168 14.00 0.77 0.230 0.333 0.115 0.11 169 14.08 0.90 0.270 0.331 0.135 0.13 170 14.17 0.90 0.270 0.330 0.135 0.13 171 14.25 0.90 0.270 0.328 0.135 0.13 172 14.33 0.87 0.260 0.326 0.130 0.13 173 14.42 0.87 0.260 0.324 0.130 0.13 174 14.50 0.87 0.260 0.323 0.130 0.13 175 14.58 0.87 0.260 0.321 0.130 0.13 176 14.67 0.87 0.260 0.320 0.130 0.13 177 14.75 0.87 0.260 0.318 0.130 0.13 178 14.83 0.83 0.250 0.316 0.125 0.12 179 14.92 0.83 0.250 0.315 0.125 0.12 180 15.00 0.83 0.250 0.313 0.125 0.12 181 15.08 0.80 0.240 0.311 0.120 0.12 182 15.17 0.80 0.240 0.310 0.120 0.12 183 15.25 0.80 0.240 0.308 0.120 0.12 184 15.33 0.77 0.230 0.307 0.115 0.11 185 15.42 0.77 0.230 0.305 0.115 0.11 186 15.50 0.77 0.230 0.304 0.115 0.11 187 15.58 0.63 0.190 0.302 0.095 0.09 188 15.67 0.63 0.190 0.300 0.095 0.09 189 15.75 0.63 0.190 0.299 0.095 0.09 190 15.83 0.63 0.190 0.297 0.095 0.09 191 15.92 0.63 0.190 0.296 0.095 0.09 192 16.00 0.63 0.190 0.294 0.095 0.09 193 16.08 0.13 0.040 0.293 0.020 0.02 194 16.17 0.13 0.040 0.291 0.020 0.02 195 16.25 0.13 0.040 0.290 0.020 0.02 196 16.33 0.13 0.040 0.288 0.020 0.02 197 16.42 0.13 0.040 0.287 0.020 0.02 198 16.50 0.13 0.040 0.285 0.020 0.02 199 16.58 0.10 0.030 0.284 0.015 0.01 200 16.67 0.10 0.030 0.283 0.015 0.01 201 16.75 0.10 0.030 0.281 0.015 0.01 202 16.83 0.10 0.030 0.280 0.015 0.01 203 16.92 0.10 0.030 0.278 0.015 0.01 204 17.00 0.10 0.030 0.277 0.015 0.01 205 17.08 0.17 0.050 0.275 0.025 0.02 206 17.17 0.17 0.050 0.274 0.025 0.02 207 17.25 0.17 0.050 0.273 0.025 0.02 208 17.33 0.17 0.050 0.271 0.025 0.02 209 17.42 0.17 0.050 0.270 0.025 0.02 210 17.50 0.17 0.050 0.269 0.025 0.02 211 17.58 0.17 0.050 0.267 0.025 0.02 212 17.67 0.17 0.050 0.266 0.025 0.02 213 17.75 0.17 0.050 0.265 0.025 0.02 214 17.83 0.13 0.040 0.263 0.020 0.02 215 17.92 0.13 0.040 0.262 0.020 0.02 216 18.00 0.13 0.040 0.261 0.020 0.02 217 18.08 0.13 0.040 0.259 0.020 0.02 218 18.17 0.13 0.040 0.258 0.020 0.02 219 18.25 0.13 0.040 0.257 0.020 0.02 220 18.33 0.13 0.040 0.256 0.020 0.02 221 18.42 0.13 0.040 0.254 0.020 0.02 222 18.50 0.13 0.040 0.253 0.020 0.02 Page 5 CDEVELOPED242.out 223 18.58 0.10 0.030 0.252 0.015 0.01 224 18.67 0.10 0.030 0.251 0.015 0.01 225 18.75 0.10 0.030 0.249 0.015 0.01 226 18.83 0.07 0.020 0.248 0.010 0.01 227 18.92 0.07 0.020 0.247 0.010 0.01 228 19.00 0.07 0.020 0.246 0.010 0.01 229 19.08 0.10 0.030 0.245 0.015 0.01 230 19.17 0.10 0.030 0.244 0.015 0.01 231 19.25 0.10 0.030 0.242 0.015 0.01 232 19.33 0.13 0.040 0.241 0.020 0.02 233 19.42 0.13 0.040 0.240 0.020 0.02 234 19. 50 0.13 0.040 0.239 0.020 0.02 235 19.58 0.10 0.030 0.238 0.015 0.01 236 19.67 0.10 0.030 0.237 0.015 0.01 237 19.75 0.10 0.030 0.236 0.015 0.01 238 19.83 0.07 0.020 0.235 0.010 0.01 239 19.92 0.07 0.020 0.234 0.010 0.01 240 20.00 0.07 0.020 0.233 0.010 0.01 241 20.08 0.10 0.030 0.232 0.015 0.01 242 20.17 0.10 0.030 0.231 0.015 0.01 243 20.25 0.10 0.030 0.230 0.015 0.01 244 20.33 0.10 0.030 0.229 0.015 0.01 245 20.42 0.10 0.030 0.228 0.015 0.01 246 20.50 0.10 0.030 0.227 0.015 0.01 247 20.58 0.10 0.030 0.226 0.015 0.01 248 20.67 0.10 0.030 0.225 0.015 0.01 249 20.75 0.10 0.030 0.224 0.015 0.01 250 20.83 0.07 0.020 0.223 0.010 0.01 251 20.92 0.07 0.020 0.222 0.010 0.01 252 21.00 0.07 0.020 0.221 0.010 0.01 253 21.08 0.10 0.030 0.220 0.015 0.01 254 21.17 0.10 0.030 0.219 0.015 0.01 255 21.25 0.10 0.030 0.219 0.015 0.01 256 21.33 0.07 0.020 0.218 0.010 0.01 257 21.42 0.07 0.020 0.217 0.010 0.01 258 21.50 0.07 0.020 0.216 0.010 0.01 259 21. 58 0.10 0.030 0.215 0.015 0.01 260 21.67 0.10 0.030 0.215 0.015 0.01 261 21.75 0.10 0.030 0.214 0.015 0.01 262 21.83 0.07 0.020 0.213 0.010 0.01 263 21.92 0.07 0.020 0.212 0.010 0.01 264 22.00 0.07 0.020 0.212 0.010 0.01 265 22.08 0.10 0.030 0.211 0.015 0.01 266 22.17 0.10 0.030 0.210 0.015 0.01 267 22.25 0.10 0.030 0.210 0.015 0.01 268 22.33 0.07 0.020 0.209 0.010 0.01 269 22.42 0.07 0.020 0.208 0.010 0.01 270 22.50 0.07 0.020 0.208 0.010 0.01 271 22.58 0.07 0.020 0.207 0.010 0.01 272 22.67 0.07 0.020 0.206 0.010 0.01 273 22.75 0.07 0.020 0.206 0.010 0.01 274 22.83 0.07 0.020 0.205 0.010 0.01 275 22.92 0.07 0.020 0.205 0.010 0.01 276 23.00 0.07 0.020 0.204 0.010 0.01 277 23.08 0.07 0.020 0.204 0.010 0.01 278 23.17 0.07 0.020 0.203 0.010 0.01 279 23.25 0.07 0.020 0.203 0.010 0.01 280 23.33 0.07 0.020 0.203 0.010 0.01 281 23.42 0.07 0.020 0.202 0.010 0.01 282 23.50 0.07 0.020 0.202 0.010 0.01 283 23.58 0.07 0.020 0.201 0.010 0.01 284 23.67 0.07 0.020 0.201 0.010 0.01 285 23.75 0.07 0.020 0.201 0.010 0.01 Page 6 CDEVELOPED242.out 286 23.83 0.07 0.020 0.201 0.010 0.01 287 23.92 0.07 0.020 0.201 0.010 0.01 288 24.00 0.07 0.020 0.200 -- 0.010 0.01 Sum 7< 100.0 Sum = 15.0 Flood volume = Effective rainfall 1.25(In) times area 14.7(AC.)/[(In)/(Ft.)] = 1.5(AC.Ft) Total soil loss = 1.25(In) Total soil loss = 1.531(AC.Ft) Total rainfall = 2.50(In) Flood volume = 66699.3 Cubic Feet Total soil loss = 66699.3 Cubic Feet ----------- ----------------------------------------------------------- Peak flow rate of this hydrograph = 2.520(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume AC.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0004 0.06 Q I 0+10 0.0013 0.14 Q I I I 0+15 0.0024 0.15 Q I 0+20 0.0036 0.18 Q 0+25 0.0051 0.22 Q I 0+30 0.0066 0.22 Q I I I 0+35 0.0081 0.22 Q I 0+40 0.0097 0.22 Q 0+45 0.0112 0.22 Q 0+50 0.0129 0.25 VQ 0+55 0.0149 0.29 VQ I I I 1+ 0 0.0170 0.30 VQ 1+ 5 0.0188 0.27 VQ 1+10 0.0204 0.23 Q 1+15 0.0219 0.22 Q 1+20 0.0234 0.22 Q ( I 1+25 0.0250 0.22 Q I I I 1+30 0.0265 0.22 Q I I I 1+35 0.0280 0.22 Q I I I 1+40 0.0296 0.22 Q I I I 1+45 0.0311 0.22 Q ( ( I 1+50 0.0328 0.25 VQ I II II 1+55 0.0348 0.29 VQ 2+ 0 0.0369 0.30 VQ I ! 2+ 5 0.0389 0.30 IQ I I I 2+10 0.0409 0.30 IQ 2+15 0.0430 0.30 IQ 2+20 0.0450 0.30 IQ I I 2+25 0.0471 0.30 IQ 2+30 0.0491 0.30 IQ I I I 2+35 0.0514 0.33 IQ 2+40 0.0539 0.36 IQ I I 2+45 0.0564 0.37 IQ 2+50 0.0590 0.37 IQ I I I 2+55 0.0615 0.37 IQ I I I 3+ 0 0.0641 0.37 IQ I ( I 3+ 5 0.0666 0.37 IQ 3+10 0.0692 0.37 IQ I II I 3+15 0.0717 0.37 IQ 3+20 0.0743 0.37 IQ I I I Page 7 CDEVELOPED242.Out 3+25 0.0768 0.37 IQV I 1 1 I 3+30 0.0794 0.37 IQV I I I I 3+35 0.0819 0.37 IQV I I I I 3+40 0.0845 0.37 IQV I I I I 3+45 0.0870 0.37 1Qv I I ( I 3+50 0.0898 0.40 IQV I I I I 3+55 0.0928 0.44 IQV I I I I 4+ 0 0.0959 0.44 IQV I I I I 4+ 5 0.0989 0.44 IQV I I I I 4+10 0.1020 0.44 IQV I I I I 4+15 0.1051 0.44 IQV I I I I 4+20 0.1083 0.47 IQV I I I I 4+25 0.1119 0.51 I Q I I I I 4+30 0.1154 O.S2 I QV I I I I 4+35 0.1190 0.S2 I QV I I I I 4+40 0.1226 0.52 1 QV I I I I 4+45 0.1261 0.S2 I QV I I I I 4+50 0.1299 0.55 I QV I I I I 4+55 0.1340 0.59 I QV I I I I 5+ 0 0.1380 0.59 1 QV I I I I 5+ 5 0.1417 O.S3 I QV I I I I 5+10 0.1449 0.46 IQ V I I I I 5+15 0.1479 0.45 IQ V I I I I 5+20 0.1512 0.47 IQ V I I I I 5+25 0.1547 0.51 1 Q v I I I I 5+30 0.1583 0.52 1 Q V I I I I 5+35 0.1621 0.55 1 Q V I I I I 5+40 0.1661 0.59 1 Q v I I I I 5+45 0.1702 0.59 1 Q v I I I I 5+50 0.1743 0.59 I Q V I I I I 5+55 0.1784 0.59 I Q V I I I I 6+ 0 0.1824 0.59 I Q V I I I I 6+ 5 0.1867 0.62 I Q v I I I 6+10 0.1913 0.66 1 Q v I I I I 6+15 0.1959 0.67 1 Q V I I I I 6+20 0.2005 0.67 I Q V 1 I I I 6+25 0.2051 0.67 I Q V ( ( I I 6+30 0.2097 0.67 I Q V I I I 1 6+35 0.2145 0.70 I Q V I I I 6+40 0.2195 0.73 I Q v I I I I 6+45 0.2246 0.74 1 Q V I I I I 6+50 0.2297 0.74 I Q V I I I 6+55 0.2348 0.74 I Q V I I I I 7+ 0 0.2399 0.74 1 Q V I I I I 7+ 5 0.2450 0.74 I Q V I I I I 7+10 0.2501 0.74 I Q V I I I I 7+15 0.2552 0.74 I Q V I I I I 7+20 0.2606 0.77 I Q V I I I I 7+25 0.2661 0.81 I Q V I I I I 7+30 0.2717 0.81 1 Q V 1 I I I 7+35 0.2776 0.85 1 Q V I I I I 7+40 0.2836 0.88 1 Q V I I I I 7+45 0.2898 0.89 I Q V I I I I 7+50 0.2961 0.92 I Q V I I I I 7+55 0.3027 0.96 I Q V I I I 8+ 0 0.3093 0.96 I Q v l I I I 8+ 5 0.3164 1.02 1 Q V 1 I I I 8+10 0.3239 1.10 I Q v l I I I 8+15 0.3316 1.11 I Q v l I I I 8+20 0.3392 1.11 I Q V I I I I 8+25 0.3469 1.11 1 Q VI I I 8+30 0.3545 1.11 1 Q VI I I 8+35 0.3624 1.14 1 Q VI I I I Page 8 1 CDEVELOPED242.out 8+40 0.3705 1.18 1 Q VI I 8+45 0.3787 1.18 1 Q vl I I I 8+50 0.3871 1.22 Q v 1 I I 8+55 0.3957 1.25 Q v 9+ 0 0.4044 1.26 Q V I I I 9+ 5 0.4134 1.32 ( Q V 9+10 0.4231 1.40 ( Q IV I I I 9+15 0.4327 1.41 1 Q IV i I 9+20 0.4426 1.44 1 Q IV 9+25 0.4528 1.48 1 Q IV I 9+30 0.4630 1.48 I Q I V 9+35 0.4734 1.51 I Q I V 9+40 0.4841 1.55 ( Q I V ( I I 9+45 0.4948 1.56 I Q iI V ( I I 9+50 0.5057 1.59 I Q V 1 9+55 0.5169 1.62 I Q I V 10+ 0 0.5281 1.63 I Q I V I 10+ 5 0.5379 1.42 I Q I V 10+10 0.5459 1.16 I Q I V ! I 10+15 0.5536 1.12 I Q I V I I 10+20 0.5612 1.11 ( Q I V 10+25 0.5689 1.11 ( Q V I I I 10+30 0.5766 1.11 Q v 10+35 0.5853 1.26 , Q V 10+40 0.5952 1.45 I Q V 10+45 0.6054 1.48 I Q ( V I I 10+50 0.6156 1.48 I Q I V I 10+55 0.6258 1.48 I Q ( V 11+ 0 0.6360 1.48 Q I v I I I 11+ 5 0.6460 1.45 Q I V 11+10 0.6558 1.41 I Q I V 11+15 0.6655 1.41 I Q I v 11+20 0.6752 1.41 ( Q I V I I 11+25 0.6849 1.41 I Q I V I ! I 11+30 0.6946 1.41 I Q ( V I I! 11+35 0.7039 1.35 I Q I v I 11+40 0.7126 1.27 I Q I V I 11+45 0.7213 1.26 I Q I V I 11+50 0.7302 1.29 1 Q I VI I 11+55 0.7393 1.33 1 Q vl I I 12+ 0 0.7485 1.33 1 Q VI I 12+ 5 0.7592 1.54 I Q ! VI 12+10 0.7716 1.81 I Q V 12+15 0.7843 1.85 I Q ! V ! 12+20 0.7973 1.88 I Q I V I 12+25 0.8105 1.92 I Q I IV I I 12+30 0.8238 1.93 1 Q IV ! 12+35 0.8375 1.99 I Q IV I I 12+40 0.8517 2.06 I Q I I v 12+45 0.8660 2.07 I Q V I 1 12+50 0.8805 2.11 I Q V I 12+55 0.8952 2.14 I Q I I V I 13+ 0 0.9100 2.15 Q I v 13+ 5 0.9258 2.30 QI V 13+10 0:9430 2.49 I QI V 13+15 0.9603 2.51 I Q V 13+20 0.9777 2.52 Q I V 13+25 0.9950 2.52 Q 1 V 13+30 1.0124 2.52 Q i V 13+35 1.0274 2.19 Q I V 13+40 1.0397 1.77 I Q I V 13+45 1.0515 1.72 Q I I V 13+50 1.0632 1.70 Q I I V Page 9 CDEVELOPED242.out 13+55 1.0749 1.70 I Q I I V 14+ 0 1.0867 1.70 I Q I ! V 14+ 5 1.0993 1.83 I Q I I V 14+10 1.1129 1.98 I Q I ( VI 14+15 1.1266 2.00 I Q I I VI 14+20 1.1402 1.97 1 Q I ! VI I 14+25 1.1535 1.93 I Q I I V 14+30 1.1668 1.93 I Q I ( V 14+35 1.1800 1.93 I Q I I V 14+40 1.1933 1.93 Q I ( IV 14+45 1.2066 1.93 Q I ( IV 14+50 1.2197 1.90 I Q I I IV 14+55 1.2325 1.86 I Q I I I V 15+ 0 1.2452 1.85 I Q I ( I V 15+ 5 1.2578 1.82 I Q I I V 15+10 1.2701 1.79 I Q I I V 15+15 1.2823 1.78 I Q I I I V I 15+20 1.2944 1.75 I Q I I I V 15+25 1.3061 1.71 I Q I I ( V I 15+30 1.3179 1.71 I Q I I V 15+35 1.3288 1.58 I Q I I V 15+40 1.3387 1.43 I Q I I V I 15+45 1.3484 1.41 ( Q I I V 15+50 1.3581 1.41 ( Q I I ( V 15+55 1.3678 1.41 I Q I I ( V 16+ 0 1.3775 1.41 I Q I I I V 16+ 5 1.3841 0.96 I Q I I I V 16+10 1.3868 0.39 IQ I I I V 16+15 1.3889 0.31 IQ I I ( V 16+20 1.3910 0.30 IQ I I ( V 16+25 1.3930 0.30 IQ I I I V 16+30 1.3950 0.30 IQ ( I I V 16+35 1.3969 0.27 IQ I I I V 16+40 1.3985 0.23 Q I I I V 16+45 1.4000 0.22 Q I I I V 16+50 1.4015 0.22 Q I I I V 16+55 1.4031 0.22 Q I ( ! V 17+ 0 1.4046 0.22 Q ( I V 17+ 5 1.4065 0.28 IQ I I V 17+10 1.4090 0.36 IQ I ! I V I 17+15 1.4115 0.37 IQ I I I V 17+20 1.4141 0.37 IQ I ( ! V 17+25 1.4166 0.37 IQ I ! I V 17+30 1.4192 0.37 IQ I I I V 17+35 1.4217 0.37 IQ I I V 17+40 1.4243 0.37 IQ i 1 17+45 1.4268 0.37 IQ V 17+50 1.4292 0.34 IQ I 1 17+55 1.4313 0.30 IQ V 18+ 0 1.4333 0.30 IQ ( ( V 18+ 5 1.4354 0.30 IQ I ! V 1 18+10 1.4374 0.30 IQ ! I V 1 18+15 1.4395 0.30 IQ I I V 1 18+20 1.4415 0.30 IQ I V 1 18+25 1.4435 0.30 IQ V 1 18+30 1.4456 0.30 IQ V 1 18+35 1.4474 0.27 IQ I ! V 1 18+40 1.4490 0.23 Q I I I V I 18+45 1.4505 0.22 Q I V I 18+50 1.4518 0.19 Q ( V 18+55 1.4529 0.15 Q I I V 19+ 0 1.4539 0.15 Q I I I V I 19+ 5 1.4552 0.18 Q I I I V Page 10 CDEVELOPED242.out 19+10 1.4567 0.22 Q I I v l 19+15 1.4582 0.22 Q I V 1 19+20 1.4599 0.25 IQ I v 1 19+25 1.4619 0.29 IQ I I ( v 1 19+30 1.4640 0.30 IQ I I I v 1 19+35 1.4658 0.27 IQ I I I v 1 19+40 1.4674 0.23 Q I I I v 19+45 1.4689 0.22 Q I I I v l 19+50 1.4702 0.19 Q I I I v l 19+55 1.4713 0.15 Q I I I v l 20+ 0 1.4723 0.15 Q ( I I v l 20+ 5 1.4735 0.18 Q I I v l 20+10 1.4750 0.22 Q I V 20+15 1.4766 0.22 Q I I V 20+20 1.4781 0.22 Q I I I v 20+25 1.4796 0.22 Q I I I V ` 20+30 1.4811 0.22 Q I I I v 20+35 1.4827 0.22 Q I I ! v 20+40 1.4842 0.22 Q I I I 20+45 1.4857 0.22 Q I I I v l 20+50 1.4871 0.19 Q I I I v l 20+55 1.4881 0.15 Q I I v 21+ 0 1.4892 0.15 Q I I : v 21+ 5 1.4904 0.18 Q I v l 21+10 1.4919 0.22 Q V 21+15 1.4934 0.22 Q ( I v= 21+20 1.4947 0.19 21+25 1.4958 0.15 Q v 21+30 1.4968 0.15 Q I I 1 v 21+35 1.4980 0.18 Q I I I VI 21+40 1.4995 0.22 Q ( I I vl 21+45 1.5011 0.22 Q ! ' vvl l 21+50 1.5024 0.19 Q 21+55 1.5034 0.15 Q I I VI 22+ 0 1.5045 0.15 Q I I v! 22+ 5 1.5057 0.18 Q I I I vl 22+10 1.5072 0.22 Q I I v 22+15 1.5087 0.22 Q I 1 = v 22+20 1.5100 0.19 Q I I v 22+25 1.5111 0.15 Q I I v 22+30 1.5121 0.15 Q I I v 22+35 1.5131 0.15 Q I I v 22+40 1.5142 0.15 Q I I V 22+45 1.5152 0.15 Q I I I v 22+50 1.5162 0.15 Q I I v 22+55 1.5172 0.15 Q I I v 23+ 0 1.5182 0.15 Q ! I I vl 23+ 5 1.5193 0.15 Q 23+10 1.5203 0.15 Q I ( vl 23+15 1.5213 0.15 Q I I vl 23+20 1.5223 0.15 Q I VI 23+25 1.5234 0.15 Q ( I 23+30 1.5244 0.15 Q + I v� 23+35 1. 5254 0.15 Q v 23+40 1.5264 0.15 Q I VI 23+45 1.5274 0.15 Q vl 23+50 1.5285 0.15 Q vi 23+55 1.5295 0.15 Q I VI 24+ 0 1.5305 0.15 Q vl 24+ 5 1.5311 0.09 Q I V1 24+10 1.5312 0.01 Q I i v 24+15 1.5312 0.00 Q I VI ------------------------------------------------------------------------ Page 11 CDEVELOPED245.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 study date 05/07/05 File: CDEVELOPED245.out ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ---------------------.----------------------------------------------------- Riverside County Synthetic unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 ----------------------------------------------------------------------- English (in-lb) Input units used English Rainfall Data (Inches) Input values Used English units used in output format ----------------------------------------------------------------------- PROPOSED AREA C UNIT AREA HYDROGRAPH 5 YEAR BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Drainage Area = 14.70(Ac.) = 0.023 Sq. Mi . USER Entry of lag time in hours Lag time = 0.043 Hr. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. unit time = 5.00 Min. Duration of storm = 24 Hour(s) user Entered Base FIOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.)[1] Rainfall (In)[2] weighting[1*2] 14.70 2.50 36.75 100 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In)[2] Weighting[1*2] 14.70 6.00 88.20 STORM EVENT (YEAR) = 5.00 Area Averaged 2-Year Rainfall = 2.500(In) Area Averaged 100-Year Rainfall = 6.000(In) Point rain (area averaged) = 3.320(In) Areal adjustment factor = 100.00 % Adjusted average point rain = 3.320(In) Sub-Area Data: Area(AC.) Runoff Index Impervious % 14.700 53.10 0.500 Total Area Entered = 14.70(Ac.) Page 1 CDEVELOPED245.out RI RI Infil . Rate Impervious Adj. Infil . Rate Area% F AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 53.1 33.5 0.729 0.500 0.401 1.000 0.401 Sum (F) = 0.401 Area averaged mean soil loss (F) (In/Hr) = 0.401 Minimum soil loss rate ((In/Hr)) = 0.200 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.500 U n i t H y d r o g r a p h FOOTHILL S-Curve -------------------------------------------------------------------- unit Hydrograph Data ------------------------------------------------------------------------- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) ---------------------------------------------------------------------- 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 ----------------------------------------------------- Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.07 0.027 0.710 0.013 0.01 2 0.17 0.07 0.027 0.708 0.013 0.01 3 0.25 0.07 0.027 0.705 0.013 0.01 4 0.33 0.10 0.040 0.702 0.020 0.02 5 0.42 0.10 0.040 0.700 0.020 0.02 6 0.50 0.10 0.040 0.697 0.020 0.02 7 0.58 0.10 0.040 0.694 0.020 0.02 8 0.67 0.10 0.040 0.691 0.020 0.02 9 0.75 0.10 0.040 0.689 0.020 0.02 10 0.83 0.13 0.053 0.686 0.027 0.03 11 0.92 0.13 0.053 0.683 0.027 0.03 12 1.00 0.13 0.053 0.681 0.027 0.03 13 1.08 0.10 0.040 0.678 0.020 0.02 14 1.17 0.10 0.040 0.675 0.020 0.02 15 1.25 0.10 0.040 0.672 0.020 0.02 16 1.33 0.10 0.040 0.670 0.020 0.02 17 1.42 0.10 0.040 0.667 0.020 0.02 18 1.50 0.10 0.040 0.664 0.020 0.02 19 1.58 0.10 0.040 0.662 0.020 0.02 20 1.67 0.10 0.040 0.659 0.020 0.02 21 1.75 0.10 0.040 0.657 0.020 0.02 22 1.83 0.13 0.053 0.654 0.027 0.03 23 1.92 0.13 0.053 0.651 0.027 0.03 24 2.00 0.13 0.053 0.649 0.027 0.03 25 2.08 0.13 0.053 0.646 0.027 0.03 26 2.17 0.13 0.053 0.643 0.027 0.03 27 2.25 0.13 0.053 0.641 0.027 0.03 28 2.33 0.13 0.053 0.638 0.027 0.03 29 2.42 0.13 0.053 0.636 0.027 0.03 30 2.50 0.13 0.053 0.633 0.027 0.03 31 2.58 0.17 0.066 0.630 0.033 0.03 32 2.67 0.17 0.066 0.628 0.033 0.03 33 2.75 0.17 0.066 0.625 0.033 0.03 Page 2 CDEVELOPED245.out 34 2 .83 0.17 0.066 0.623 0.033 0.03 35 2.92 0.17 0.066 0.620 0.033 0.03 36 3.00 0.17 0.066 0.617 0.033 0.03 37 3.08 0.17 0.066 0.615 0.033 0.03 38 3.17 0.17 0.066 0.612 0.033 0.03 39 3.25 0.17 0.066 0.610 0.033 0.03 40 3.33 0.17 0.066 0.607 0.033 0.03 41 3.42 0.17 0.066 0.605 0.033 0.03 42 3.50 0.17 0.066 0.602 0.033 0.03 43 3.58 0.17 0.066 0.600 0.033 0.03 44 3.67 0.17 0.066 0.597 0.033 0.03 45 3.75 0.17 0.066 0.595 0.033 0.03 46 3.83 0.20 0.080 0.592 0.040 0.04 47 3.92 0.20 0.080 0.590 0.040 0.04 48 4.00 0.20 0.080 0.587 0.040 0.04 49 4.08 0.20 0.080 0.585 0.040 0.04 50 4.17 0.20 0.080 0.582 0.040 0.04 51 4.25 0.20 0.080 0.580 0.040 0.04 52 4.33 0.23 0.093 0.577 0.046 0.05 53 4.42 0.23 0.093 0.575 0.046 0.05 54 4.50 0.23 0.093 0.572 0.046 0.05 55 4.58 0.23 0.093 0.570 0.046 0.05 56 4.67 0.23 0.093 0.567 0.046 0.05 57 4.75 0.23 0.093 0.565 0.046 0.05 58 4.83 0.27 0.106 0.563 0.053 0.05 59 4.92 0.27 0.106 0.560 0.053 0.05 60 5 .00 0.27 0.106 0.558 0.053 0.05 61 5 .08 0.20 0.080 0.555 0.040 0.04 62 5 .17 0.20 0.080 0.553 0.040 0.04 63 5 .25 0.20 0.080 0.550 0.040 0.04 64 5.33 0.23 0.093 0.548 0.046 0.05 65 5.42 0.23 0.093 0.546 0.046 0.05 66 5.50 0.23 0.093 0.543 0.046 0.05 67 5.58 0.27 0.106 0.541 0.053 0.05 68 5.67 0.27 0.106 0.538 0.053 0.05 69 5.75 0.27 0.106 0.536 0.053 0.05 70 5.83 0.27 0.106 0.534 0.053 0.05 71 5.92 0.27 0.106 0.531 0.053 0.05 72 6.00 0.27 0.106 0.529 0.053 0.05 73 6.08 0.30 0.120 0.527 0.060 0.06 74 6.17 0.30 0.120 0.524 0.060 0.06 75 6.25 0.30 0.120 0.522 0.060 0.06 76 6.33 0.30 0.120 0.520 0.060 0.06 77 6.42 0.30 0.120 0.517 0.060 0.06 78 6.50 0.30 0.120 0.515 0.060 0.06 79 6.58 0.33 0.133 0.513 0.066 0.07 80 6.67 0.33 0.133 0.510 0.066 0.07 81 6.75 0.33 0.133 0.508 0.066 0.07 82 6.83 0.33 0.133 0.506 0.066 0.07 83 6.92 0.33 0.133 0.503 0.066 0.07 84 7.00 0.33 0.133 0.501 0.066 0.07 85 7.08 0.33 0.133 0.499 0.066 0.07 86 7.17 0.33 0.133 0.497 0.066 0.07 87 7.25 0.33 0.133 0.494 0.066 0.07 88 7.33 0.37 0.146 0.492 0.073 0.07 89 7.42 0.37 0.146 0.490 0.073 0.07 90 7.50 0.37 0.146 0.488 0.073 0.07 91 7.58 0.40 0.159 0.485 0.080 0.08 92 7.67 0.40 0.159 0.483 0.080 0.08 93 7.75 0.40 0.159 0.481 0.080 0.08 94 7.83 0.43 0.173 0.479 0.086 0.09 95 7.92 0.43 0.173 0.477 0.086 0.09 96 8.00 0.43 0.173 0.474 0.086 0.09 Page 3 CDEVELOPED245.Out 97 8.08 0.50 0.199 0.472 0.100 0.10 98 8.17 0.50 0.199 0.470 0.100 0.10 99 8.25 0. 50 0.199 0.468 0.100 0.10 100 8.33 0.50 0.199 0.466 0.100 0.10 101 8.42 0. 50 0.199 0.463 0.100 0.10 102 8.50 0. 50 0.199 0.461 0.100 0.10 103 8.58 0. 53 0.212 0.459 0.106 0.11 104 8.67 0. 53 0.212 0.457 0.106 0.11 105 8.75 0.53 0.212 0.455 0.106 0.11 106 8.83 0.57 0.226 0.453 0.113 0.11 107 8.92 0. 57 0.226 0.450 0.113 0.11 108 9.00 0. 57 0.226 0.448 0.113 0.11 109 9.08 0.63 0.252 0.446 0.126 0.13 110 9.17 0.63 0.252 0.444 0.126 0.13 111 9.25 0.63 0.252 0.442 0.126 0.13 112 9.33 0.67 0.266 0.440 0.133 0.13 113 9.42 0.67 0.266 0.438 0.133 0.13 114 9.50 0.67 0.266 0.436 0.133 0.13 115 9.58 0.70 0.279 0.434 0.139 0.14 116 9.67 0.70 0.279 0.431 0.139 0.14 117 9.75 0.70 0.279 0.429 0.139 0.14 118 9.83 0.73 0.292 0.427 0.146 0.15 119 9.92 0.73 0.292 0.425 0.146 0.15 120 10.00 0.73 0.292 0.423 0.146 0.15 121 10.08 0.50 0.199 0.421 0.100 0.10 122 10.17 0.50 0.199 0.419 0.100 0.10 123 10.25 0.50 0.199 0.417 0.100 0.10 124 10.33 0.50 0.199 0.415 0.100 0.10 125 10.42 0.50 0.199 0.413 0.100 0.10 126 10.50 0.50 0.199 0.411 0.100 0.10 127 10.58 0.67 0.266 0.409 0.133 0.13 128 10.67 0.67 0.266 0.407 0.133 0.13 129 10.75 0.67 0.266 0.405 0.133 0.13 130 10.83 0.67 0.266 0.403 0.133 0.13 131 10.92 0.67 0.266 0.401 0.133 0.13 132 11.00 0.67 0.266 0.399 0.133 0.13 133 11.08 0.63 0.252 0.397 0.126 0.13 134 11.17 0.63 0.252 0.395 0.126 0.13 135 11.25 0.63 0.252 0.393 0.126 0.13 136 11.33 0.63 0.252 0.391 0.126 0.13 137 11.42 0.63 0.252 0.389 0.126 0.13 138 11.50 0.63 0.252 0.387 0.126 0.13 139 11.58 0.57 0.226 0.386 0.113 0.11 140 11.67 0.57 0.226 0.384 0.113 0.11 141 11.75 0.57 0.226 0.382 0.113 0.11 142 11.83 0.60 0.239 0.380 0.120 0.12 143 11.92 0.60 0.239 0.378 0.120 0.12 144 12.00 0.60 0.239 0.376 0.120 0.12 145 12.08 0.83 0.332 0.374 0.166 0.17 146 12.17 0.83 0.332 0.372 0.166 0.17 147 12.25 0.83 0.332 0.370 0.166 0.17 148 12.33 0.87 0.345 0.369 0.173 0.17 149 12.42 0.87 0.345 0.367 0.173 0.17 150 12.50 0.87 0.345 0.365 0.173 0.17 151 12.58 0.93 0.372 0.363 --- 0.01 152 12.67 0.93 0.372 0.361 --- 0.01 153 12.75 0.93 0.372 0.359 --- 0.01 154 12.83 0.97 0.385 0.358 --- 0.03 155 12.92 0.97 0.385 0.356 - 0.03 156 13.00 0.97 0.385 0.354 --- 0.03 157 13.08 1.13 0.451 0.352 --- 0.10 158 13.17 1.13 0.451 0.350 --- 0.10 159 13.25 1.13 0.451 0.349 --- 0.10 Page 4 CDEVELOPED245.out 160 13.33 1.13 0.451 0.347 --- 0.10 161 13.42 1.13 0.451 0.345 --- 0.11 162 13.50 1.13 0.451 0.343 --- 0.11 163 13.58 0.77 0.305 0.342 0.153 0.15 164 13.67 0.77 0.305 0.340 0.153 0.15 165 13.75 0.77 0.305 0.338 0.153 0.15 166 13.83 0.77 0.305 0.336 0.153 0.15 167 13.92 0.77 0.305 0.335 0.153 0.15 168 14.00 0.77 0.305 0.333 0.153 0.15 169 14.08 0.90 0.359 0.331 - - 0.03 170 14.17 0.90 0.359 0.330 --- 0.03 171 14.25 0.90 0.359 0.328 --- 0.03 172 14.33 0.87 0.345 0.326 --- 0.02 173 14.42 0.87 0.345 0.324 --- 0.02 174 14. 50 0.87 0.345 0.323 --- 0.02 175 14.58 0.87 0.345 0.321 --- 0.02 176 14.67 0.87 0.345 0.320 --- 0.03 177 14.75 0.87 0.345 0.318 --- 0.03 178 14.83 0.83 0.332 0.316 --- 0.02 179 14.92 0.83 0.332 0.315 --- 0.02 180 15.00 0.83 0.332 0.313 --- 0.02 181 15.08 0.80 0.319 0.311 --- 0.01 182 15.17 0.80 0.319 0.310 --- 0.01 183 15.25 0.80 0.319 0.308 --- 0.01 184 15.33 0.77 0.305 0.307 0.153 0.15 185 15.42 0.77 0.305 0.305 --- 0.00 186 15.50 0.77 0.305 0.304 --- 0.00 187 15.58 0.63 0.252 0.302 0.126 0.13 188 15.67 0.63 0.252 0.300 0.126 0.13 189 15.75 0.63 0.252 0.299 0.126 0.13 190 15.83 0.63 0.252 0.297 0.126 0.13 191 15.92 0.63 0.252 0.296 0.126 0.13 192 16.00 0.63 0.252 0.294 0.126 0.13 193 16.08 0.13 0.053 0.293 0.027 0.03 194 16.17 0.13 0.053 0.291 0.027 0.03 195 16.25 0.13 0.053 0.290 0.027 0.03 196 16.33 0.13 0.053 0.288 0.027 0.03 197 16.42 0.13 0.053 0.287 0.027 0.03 198 16.50 0.13 0.053 0.285 0.027 0.03 199 16.58 0.10 0.040 0.284 0.020 0.02 200 16.67 0.10 0.040 0.283 0.020 0.02 201 16.75 0.10 0.040 0.281 0.020 0.02 202 16.83 0.10 0.040 0.280 0.020 0.02 203 16.92 0.10 0.040 0.278 0.020 0.02 204 17.00 0.10 0.040 0.277 0.020 0.02 205 17.08 0.17 0.066 0.275 0.033 0.03 206 17.17 0.17 0.066 0.274 0.033 0.03 207 17.25 0.17 0.066 0.273 0.033 0.03 208 17.33 0.17 0.066 0.271 0.033 0.03 209 17.42 0.17 0.066 0.270 0.033 0.03 210 17.50 0.17 0.066 0.269 0.033 0.03 211 17.58 0.17 0.066 0.267 0.033 0.03 212 17.67 0.17 0.066 0.266 0.033 0.03 213 17.75 0.17 0.066 0.265 0.033 0.03 214 17.83 0.13 0.053 0.263 0.027 0.03 215 17.92 0.13 0.053 0.262 0.027 0.03 216 18.00 0.13 0.053 0.261 0.027 0.03 217 18.08 0.13 0.053 0.259 0.027 0.03 218 18.17 0.13 0.053 0.258 0.027 0.03 219 18.25 0.13 0.053 0.257 0.027 0.03 220 18.33 0.13 0.053 0.256 0.027 0.03 221 18.42 0.13 0.053 0.254 0.027 0.03 222 18.50 0.13 0.053 0.253 0.027 0.03 Page 5 CDEVELOPED245.out 223 18.58 0.10 0.040 0.252 0.020 0.02 224 18.67 0.10 0.040 0.251 0.020 0.02 225 18.75 0.10 0.040 0.249 0.020 0.02 226 18.83 0.07 0.027 0.248 0.013 0.01 227 18.92 0.07 0.027 0.247 0.013 0.01 228 19.00 0.07 0.027 0.246 0.013 0.01 229 19.08 0.10 0.040 0.245 0.020 0.02 230 19.17 0.10 0.040 0.244 0.020 0.02 231 19.25 0.10 0.040 0.242 0.020 0.02 232 19.33 0.13 0.053 0.241 0.027 0.03 233 19.42 0.13 0.053 0.240 0.027 0.03 234 19.50 0.13 0.053 0.239 0.027 0.03 235 19.58 0.10 0.040 0.238 0.020 0.02 236 19.67 0.10 0.040 0.237 0.020 0.02 237 19.75 0.10 0.040 0.236 0.020 0.02 238 19.83 0.07 0.027 0.235 0.013 0.01 239 19.92 0.07 0.027 0.234 0.013 0.01 240 20.00 0.07 0.027 0.233 0.013 0.01 241 20.08 0.10 0.040 0.232 0.020 0.02 242 20.17 0.10 0.040 0.231 0.020 0.02 243 20.25 0.10 0.040 0.230 0.020 0.02 244 20.33 0.10 0.040 0.229 0.020 0.02 245 20.42 0.10 0.040 0.228 0.020 0.02 246 20.50 0.10 0.040 0.227 0.020 0.02 247 20.58 0.10 0.040 0.226 0.020 0.02 248 20.67 0.10 0.040 0.225 0.020 0.02 249 20.75 0.10 0.040 0.224 0.020 0.02 250 20.83 0.07 0.027 0.223 0.013 0.01 251 20.92 0.07 0.027 0.222 0.013 0.01 252 21.00 0.07 0.027 0.221 0.013 0.01 253 21.08 0.10 0.040 0.220 0.020 0.02 254 21.17 0.10 0.040 0.219 0.020 0.02 255 21.25 0.10 0.040 0.219 0.020 0.02 256 21.33 0.07 0.027 0.218 0.013 0.01 257 21.42 0.07 0.027 0.217 0.013 0.01 258 21.50 0.07 0.027 0.216 0.013 0.01 259 21.58 0.10 0.040 0.215 0.020 0.02 260 21.67 0.10 0.040 0.215 0.020 0.02 261 21.75 0.10 0.040 0.214 0.020 0.02 262 21.83 0.07 0.027 0.213 0.013 0.01 263 21.92 0.07 0.027 0.212 0.013 0.01 264 22.00 0.07 0.027 0.212 0.013 0.01 265 22.08 0.10 0.040 0.211 0.020 0.02 266 22.17 0.10 0.040 0.210 0.020 0.02 267 22.25 0.10 0.040 0.210 0.020 0.02 268 22.33 0.07 0.027 0.209 0.013 0.01 269 22.42 0.07 0.027 0.208 0.013 0.01 270 22.50 0.07 0.027 0.208 0.013 0.01 271 22.58 0.07 0.027 0.207 0.013 0.01 272 22.67 0.07 0.027 0.206 0.013 0.01 273 22.75 0.07 0.027 0.206 0.013 0.01 274 22.83 0.07 0.027 0.205 0.013 0.01 275 22.92 0.07 0.027 0.205 0.013 0.01 276 23.00 0.07 0.027 0.204 0.013 0.01 277 23.08 0.07 0.027 0.204 0.013 0.01 278 23.17 0.07 0.027 0.203 0.013 0.01 279 23.25 0.07 0.027 0.203 0.013 0.01 280 23.33 0.07 0.027 0.203 0.013 0.01 281 23.42 0.07 0.027 0.202 0.013 0.01. 282 23.50 0.07 0.027 0.202 0.013 0.01 283 23.58 0.07 0.027 0.201 0.013 0.01 284 23.67 0.07 0.027 0.201 0.013 0.01 285 23.75 0.07 0.027 0.201 0.013 0.01 Page 6 CDEVELOPED245.out 286 23.83 0.07 0.027 0.201 0.013 0.01 287 23.92 0.07 0.027 0.201 0.013 0.01 288 24.00 0.07 0.027 0.200 0.013 0.01 Sum = 100.0 Sum = 15.6 Flood volume = Effective rainfall 1.30(In) times area 14.7(Ac.)/[(In)/(Ft.)] = 1.6(Ac.Ft) Total soil loss = 2.02(In) Total soil loss = 2.472(Ac.Ft) Total rainfall = 3.32(In) Flood volume = 69474.3 Cubic Feet Total soil loss = 107667.7 Cubic Feet ----------------------- Peak flow rate of this hy drog raph = 2.557(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ------------------------------------------------------------------------ 0+ 5 0.0006 0.08 Q 0+10 0.0018 0.18 Q 0+15 0.0031 0.19 Q I I I II 0+20 0.0048 0.24 Q 0+25 0.0067 0.29 VQ 0+30 0.0088 0.29 VQ I 0+35 0.0108 0.30 VQ I 0+40 0.0128 0.30 VQ I I 0+45 0.0149 0.30 VQ I I 0+50 0.0172 0.34 VQ 0+55 0.0198 0.39 VQ I 1+ 0 0.0225 0.39 VQ ! 1+ 5 0.0250 0.35 VQ I I I 1+10 0.0270 0.30 VQ 1+15 0.0291 0.30 VQ 1+20 0.0311 0.30 VQ 1+25 0.0332 0.30 VQ ! 1+30 0.0352 0.30 VQ 1+35 0.0372 0.30 VQ I I 1+40 0.0393 0.30 VQ I I 1+45 0.0413 0.30 IQ 1+50 0.0436 0.34 IQ ' 1+55 0.0463 0.39 Q 2+ 0 0.0490 0.39 IQ 2+ 5 0.0517 0.39 IQ 2+10 0.0544 0.39 IQ 2+15 0.0571 0.39 IQ 2+20 0.0598 0.39 IQ 2+25 0.0625 0.39 (Q I 2+30 0.0652 0.39 IQ 2+35 0.0682 0.43 IQ 2+40 0.0715 0.48 IIQ I I 2+45 0.0749 0.49 IQ I 2+50 0.0783 0.49 IQ I 2+55 0.0817 0.49 IQV I I I I 3+ 0 0.0851 0.49 IQV I I I I 3+ 5 0.0885 0.49 IQV ! I I I 3+10 0.0919 0.49 IQV I 3+15 0.0953 0.49 IQV I I 3+20 0.0986 0.49 IQV I I I I Page 7 CDEVELOPED245.OUt 3+25 0.1020 0.49 IQv I 3+30 0.1054 0.49 IQv I I I I 3+35 0.1088 0.49 IQv I I I 3+40 0.1122 0.49 IQV 3+45 0.1156 0.49 IQV I I 3+50 0.1192 0.53 I Q 3+55 0.1233 0.58 ( Qv I I I 4+ 0 0.1273 0.59 I Qv 4+ 5 0.1314 0.59 I QV I I I I 4+10 0.1354 0.59 I QV I 4+15 0.1395 0.59 ( QV I I) 4+20 0.1439 0.63 I Qv I ( I 4+25 0.1485 0.68 I Qv I ! 4+30 0.1533 0.69 ( Qv I I I 4+35 0.1580 0.69 I Qv I 1 4+40 0.1628 0.69 I Q v I I I 4+45 0.1675 0.69 Q v ( I 4+50 0.1725 0.73 Q V I i1 4+55 0.1779 0.78 I Qv 5+ 0 0.1833 0.79 I QV 5+ 5 0.1882 0.71 Q v I 5+10 0.1924 0.61 Q V I 5+15 0.1964 0.59 I Q v I 5+20 0.2008 0.63 I Q V I 5+25 0.2055 0.68 I Q V I I I 5+30 0.2102 0.69 Q V I ! I I 5+35 0.2152 0.73 Q V I I 5+40 0.2206 0.78 I Q V I 5+45 0.2260 0.79 I Q v 5+50 0.2314 0.79 I Q V 5+55 0.2369 0.79 I Q v I 6+ 0 0.2423 0.79 I Q v I I 6+ 5 0.2480 0.83 I Q v 6+10 0.2540 0.88 I Q v I I I I 6+15 0.2601 0.88 I Q v I I I 6+20 0.2662 0.89 I Q v I I I 6+25 0.2723 0.89 I Q v I I I 6+30 0.2784 0.89 I Q v 6+35 0.2848 0.93 I Q v l 6+40 0.2915 0.98 I Q v l I I 6+45 0.2983 0.98 I Q V 6+50 0.3050 0.98 Q V I I 6+55 0.3118 0.98 Q V I I 7+ 0 0.3186 0.98 Q V I I II 7+ 5 0.3254 0.98 Q V I I 7+10 0.3322 0.98 Q V I i 7+15 0.3389 0.98 Q V I 7+20 0.3460 1.02 Q V 7+25 0.3534 1.07 I Q V 7+30 0.3608 1.08 (I Q V1 I 7+35 0.3686 1.12 Q vl 7+40 0.3766 1.17 1 Q vl 7+45 0.3848 1.18 1 Q VI I 7+50 0.3932 1.22 1 Q vI 7+55 0.4019 1.27 I Q V 8+ 0 0.4107 1.28 I Q V 8+ 5 0.4201 1.36 I Q V 8+10 0.4301 1.46 I Q V 8+15 0.4403 1.47 1 Q IV 8+20 0.4505 1.48 Q IV I 8+25 0.4606 1.48 Q IV 8+30 0.4708 1.48 I Q Iv I 8+35 0.4812 1.52 I Q I v I Page 8 CDEVELOPED245.OUt 8+40 0.4920 1.57 I Q I v I I 8+45 0.5029 1.57 I Q ( V I 8+50 0.5140 1.61 Q V I I I 8+55 0.5254 1.66 Q V 9+ 0 0.5369 1.67 Q : V I I I 9+ 5 0.5490 1.75 I Q I V ( I I 9+10 0.5618 1.85 I Q ( V 9+15 0.5746 1.87 I Q V I I I 9+20 0.5878 1.91 I Q V 9+25 0.6013 1.96 I Q I V 9+30 0.6148 1.97 I Q I V I I 9+35 0.6287 2.01 I Q I V I I I 9+40 0.6428 2.06 I Q I V I I I 9+45 0.6571 2.07 I Q I V 9+50 0.6716 2.11 Q I V 9+55 0.6864 2.16 Q I V 10+ 0 0.7013 2.16 Q I v l 10+ 5 0.7143 1.89 I Q I v l 10+10 0.7249 1.54 I Q I V I I !I 10+15 0.7351 1.49 I Q I V 10+20 0.7453 1.48 I Q I V I I I 10+25 0.7555 1.48 I Q I V I I II 10+30 0.7656 1.48 I Q I VI 10+35 0.7772 1.68 I Q I VI I ! 10+40 0.7904 1.93 I Q ( VI I II 10+45 0.8039 1.96 I Q I V I 10+50 0.8175 1.97 I Q ( V i 10+55 0.8310 1.97 I Q ( V 11+ 0 0.8446 1.97 I Q I IV ! i 11+ 5 0.8579 1.93 I Q I Iv II 11+10 0.8708 1.88 I Q I IV 11+15 0.8837 1.87 Q I V 11+20 0.8966 1.87 Q I V I 11+25 0.9095 1.87 Q I V 11+30 0.9223 1.87 Q I I v 11+35 0.9347 1.79 Q I I v 11+40 0.9463 1.69 I Q I I v I II 11+45 0.9578 1.68 I Q I I v 11+50 0.9696 1.71 I Q I I V I I 11+55 0.9818 1.76 I Q I I v I I 12+ 0 0.9940 1.77 Q I ( v I I 12+ 5 1.0081 2.05 Q I ( V 12+10 1.0246 2.40 QI I V 12+15 1.0415 2.45 QI I V 1 12+20 1.0587 2.50 = Q I V 12+25 1.0763 2.55 I Q 1 V 12+30 1.0939 2.56 I Q I V 12+35 1.1047 1.57 1 Q I ( v l 12+40 1.1072 0.35 IQ I I v 12+45 1.1085 0.20 Q I v I 12+50 1.1104 0.27 IQ I V 1 12+55 1.1132 0.40 Q I I v I 13+ 0 1.1162 0.44 IQ I I v l 13+ 5 1.1222 0.87 I Q I I V 13+10 1.1318 1.40 Q I I V 13+15 1.1421 1.49 Q I I V 13+20 1.1527 1.53 Q I I v l 13+25 1.1634 1.56 Q I I vl 13+30 1.1743 1.59 I Q I I vl 13+35 1.1872 1.87 I Q I I vl 13+40 1.2024 2.21 I Q I I V 13+45 1.2179 2.25 I QI I V 13+50 1.2335 2.26 I QI I V Page 9 CDEVELOPED245.out 13+55 1.2491 2.26 I QI I IV 14+ 0 1.2647 2.26 I QI I IV I 14+ 5 1.2751 1.51 I Q I ! IV I 14+10 1.2790 0.57 I Q I I I V I 14+15 1.2822 0.46 IQ I I I V I 14+20 1.2849 0.38 IQ I I I V I 14+25 1.2870 0.31 IQ I I ! V 14+30 1.2892 0.32 IQ I I V 14+35 1.2915 0.34 IQ I I I V II 14+40 1.2940 0.36 IQ ! I I V 14+45 1.2967 0.39 IQ I I I V ! 14+50 1.2990 0.33 IQ ( I I V II 14+55 1.3008 0.26 IQ ! I I V 15+ 0 1.3026 0.27 IQ I I I V 15+ 5 1.3040 0.21 Q I I I V I 15+10 1.3049 0.13 Q I 1 I V I 15+15 1.3059 0.14 Q I I V 15+20 1.3129 1.01 1 Q ( I V 15+25 1.3209 1.16 1 Q I S V 15+30 1.3221 0.18 Q I V 15+35 1.3277 0.80 I Q I I V 15+40 1.3394 1.71 I Q I I ! V 15+45 1.3522 1.85 I Q I I II V 15+50 1.3650 1.87 I Q I I ( V 15+55 1.3779 1.87 ( Q I I V 16+ 0 1.3908 1.87 I Q I I V I 16+ 5 1.3995 1.27 I Q I I V 16+10 1.4031 0.52 I Q I V I! 16+15 1.4060 0.41 IQ I v 16+20 1.4087 0.39 IQ V 16+25 1.4114 0.39 IQ V 16+30 1.4141 0.39 IQ I V 16+35 1.4165 0.35 IQ I V 16+40 1.4186 0.30 IQ I V 16+45 1.4207 0.30 IQ I ! I V 16+50 1.4227 0.30 IQ II I 16+55 1.4247 0.30 IQ V 17+ 0 1.4268 0.30 IQ ! ! I V 17+ 5 1.4294 0.38 IQ I I V 17+10 1.4326 0.48 IQ I V 17+15 1.4360 0.49 IQ I I V 17+20 1.4394 0.49 IQ I I V 17+25 1.4428 0.49 IQ I I V I 17+30 1.4462 0.49 IQ I I I V 17+35 1.4496 0.49 I ! ! V 1 17+40 1.4529 0.49 IQ Q I I I V 17+45 1.4563 0.49 Q I ! ! V 17+50 1.4594 0.45 IQ I ! I V 17+55 1.4622 0.40 IQ I I ( V 18+ 0 1.4649 0.39 I I ! V 1 18+ 5 1.4676 0.39 IQ Q I I V 18+10 1.4704 0.39 Q 1 V ! 18+15 1.4731 0.39 IQ I V I 18+20 1.4758 0.39 IQ I V ! 18+25 1.4785 0.39 IQ I V I! 18+30 1.4812 0.39 IQ I V 18+35 1.4836 0.35 IQ I V V 18+40 1.4857 0.30 IQ I ! 18+45 1.4878 0.30 IQ I I V 18+50 1.4895 0.26 IQ I ( V 18+55 1.4909 0.21 Q I V 19+ 0 1.4923 0.20 Q I V I 19+ 5 1.4939 0.24 Q I V I Page 10 CDEVELOPED245.out 19+10 1.4959 0.29 IQ I I I v l 19+15 1.4979 0.29 IQ I I I v l 19+20 1.5002 0.34 IQ I I I V I 19+25 1.5029 0.39 IQ I I I v l 19+30 1.5056 0.39 IQ I I I v 1 19+35 1.5080 0.35 IQ I I I v 1 19+40 1.5101 0.30 IQ I I I v l 19+45 1.5122 0.30 IQ I I I v l 19+50 1.5139 0.26 IQ I I I v 1 19+55 1.5153 0.21 Q I I I v l 20+ 0 1.5167 0.20 Q I I I v l 20+ 5 1.5183 0.24 Q I I I v l 20+10 1.5203 0.29 IQ I I I v l 20+15 1.5223 0.29 IQ I I I v I 20+20 1.5244 0.30 IQ I I I v l 20+25 1.5264 0.30 IQ I I I v l 20+30 1.5284 0.30 IQ I I I v l 20+35 1.5305 0. 30 IQ I ( I v I 20+40 1.5325 0.30 IQ I I I v l 20+45 1.5345 0.30 IQ I I I V I 20+50 1.5363 0.26 IQ I I I v l 20+55 1.5377 0.21 Q I I I v l 21+ 0 1.5391 0.20 Q I I I v l 21+ 5 1.5407 0.24 Q I I I v l 21+10 1.5427 0.29 IQ I I I v l 21+15 1.5447 0.29 IQ i I I v l 21+20 1.5465 0.26 IQ I I I v 1 21+25 1.5479 0.21 Q I I I v l 21+30 1.5492 0.20 Q I I I v l 21+35 1.5509 0.24 Q I I I V 21+40 1.5528 0.29 IQ I I I v l 21+45 1.5549 0.29 IQ I I I v I 21+50 1.5566 0.26 IQ I I I vI 21+55 1.5580 0.21 Q I I I vI 22+ 0 1.5594 0.20 Q I I I vI 22+ 5 1.5610 0.24 Q I I I vI 22+10 1. 5630 0.29 IQ I I I vI 22+15 1.5650 0.29 IQ I I I vI 22+20 1.5668 0.26 IQ I I I VI 22+25 1.5682 0.21 Q I I I vI 22+30 1.5696 0.20 Q I I I VI 22+35 1.5709 0.20 Q I I I vI 22+40 1.5723 0.20 Q I I I VI 22+45 1.5736 0.20 Q I I I VI 22+50 1.5750 0.20 Q I I I vI 22+55 1.5763 0.20 Q I I I vI 23+ 0 1.5777 0.20 Q I I I vl 23+ 5 1.5791 0.20 Q I I I vi 23+10 1.5804 0.20 Q I I I vI 23+15 1.5818 0.20 Q I I I vI 23+20 1.5833. 0.20 Q I I I VI 23+25 1.5845 0.20 Q I I I v1 23+30 1.5858 0.20 Q I I ( vI 23+35 1.5872 0.20 Q I I I v1 23+40 1.5885 0.20 Q I I I v1 23+45 1.5899 0.20 Q I I I VI 23+50 1.5913 0.20 Q I I I vl 23+55 1. 5926 0.20 Q I I I v1 24+ 0 1.5940 0.20 Q I I I vI 24+ 5 1. 5948 0.12 Q I I I VI 24+10 1.5949 0.02 Q I I I vI 24+15 1.5949 0.00 Q I I I VI ----------------------------------------------------------------------- Page 11 CDEVELOPED2410.out U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 1999, Version 6.0 Study date 05/07/05 File: CDEVELOPED2410.out ++++++++++++++++++++++++++++++++++++-F+++++++++.}+++++++++++++++++++++++++ -------------------------------------------------------------------------------- Riverside county Synthetic unit Hydrology Method RCFC & wCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 ----------------------------------------------------------------------- English (in-lb) Input Units Used English Rainfall Data (Inches) Input values used English units used in output format PROPOSED AREA C UNIT AREA HYDROGRAPH 10 YEAR BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Drainage Area = 14.70(Ac.) = 0.023 sq. Mi . USER Entry of lag time in hours Lag time = 0.043 Hr. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. Unit time = 5.00 Min. Duration of storm = 24 Hour(s) User Entered Base FIoW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In)[2] weighting[1*2] 14.70 2.50 36.75 100 YEAR Area rainfall data: Area(Ac.) [1] Rainfall (In) [2] weighting[1*2] 14.70 6.00 88.20 STORM EVENT (YEAR) = 10.00 Area Averaged 2-Year Rainfall = 2.500(In) Area Averaged 100-Year Rainfall = 6.000(In) Point rain (area averaged) = 3.940(In) Areal adjustment factor = 100.00 % Adjusted average point rain = 3.940(In) sub-Area Data: Area(Ac.) Runoff Index Impervious % 14.700 53.10 0.500 Total Area Entered = 14.70(Ac.) Page 1 CDEVELOPED2410.out RI RI Infil . Rate Impervious Adhn/Hr) Infil . Rate Area% F AMC2 AMC-2 (In/Hr) (Dec.%) (Dec.) (In/Hr) 53.1 53.1 0.540 0.500 0.297 1.000 0.297 Sum (F) = 0.297 Area averaged mean soil loss (F) (In/Hr) = 0.297 Minimum soil loss rate ((In/Hr)) = 0.149 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.500 --------------------------------------------------------------------- U n i t H y d r o g r a p h FOOTHILL S-Curve ------------------------------------------------------------------ Unit Hydrograph Data --------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS) 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 ------------------------------------------------------------------------- Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max I Low (In/Hr) 1 0.08 0.07 0.032 0.527 0.016 0.02 2 0.17 0.07 0.032 0.525 0.016 0.02 3 0.25 0.07 0.032 0.523 0.016 0.02 4 0.33 0.10 0.047 0.521 0.024 0.02 5 0.42 0.10 0.047 0.519 0.024 0.02 6 0.50 0.10 0.047 0.517 0.024 0.02 7 0.58 0.10 0.047 0.515 0.024 0.02 8 0.67 0.10 0.047 0.513 0.024 0.02 9 0.75 0.10 0.047 0.511 0.024 0.02 10 0.83 0.13 0.063 0.509 0.032 0.03 11 0.92 0.13 0.063 0.507 0.032 0.03 12 1.00 0.13 0.063 0.505 0.032 0.03 13 1.08 0.10 0.047 0.503 0.024 0.02 14 1.17 0.10 0.047 0.501 0.024 0.02 15 1.25 0.10 0.047 0.499 0.024 0.02 16 1.33 0.10 0.047 0.497 0.024 0.02 17 1.42 0.10 0.047 0.495 0.024 0.02 18 1.50 0.10 0.047 0.493 0.024 0.02 19 1.58 0.10 0.047 0.491 0.024 0.02 20 1.67 0.10 0.047 0.489 0.024 0.02 21 1.75 0.10 0.047 0.487 0.024 0.02 22 1.83 0.13 0.063 0.485 0.032 0.03 23 1.92 0.13 0.063 0.483 0.032 0.03 24 2.00 0.13 0.063 0.481 0.032 0.03 25 2.08 0.13 0.063 0.479 0.032 0.03 26 2.17 0.13 0.063 0.477 0.032 0.03 27 W5 0.13 0.063 0.475 0.032 0.03 28 2.33 0.13 0.063 0.473 0.032 0.03 29 2.42 0.13 0.063 0.471 0.032 0.03 30 2.50 0.13 0.063 0.469 0.032 0.03 31 2.58 0.17 0.079 0.467 0.039 0.04 32 2.67 0.17 0.079 0.466 0.039 0.04 33 2.75 0.17 0.079 0.464 0.039 0.04 Page 2 CDEVELOPED2410.Out 34 2.83 0.17 0.079 0.462 0.039 0.04 35 2.92 0.17 0.079 0.460 0.039 0.04 36 3.00 0.17 0.079 0.458 0.039 0.04 37 3.08 0.17 0.079 0.456 0.039 0.04 38 3.17 0.17 0.079 0.454 0.039 0.04 39 3.25 0.17 0.079 0.452 0.039 0.04 40 3.33 0.17 0.079 0.450 0.039 0.04 41 3.42 0.17 0.079 0.448 0.039 0.04 42 3.50 0.17 0.079 0.447 0.039 0.04 43 3.58 0.17 0.079 0.445 0.039 0.04 44 3.67 0.17 0.079 0.443 0.039 0.04 45 3.75 0.17 0.079 0.441 0.039 0.04 46 3.83 0.20 0.095 0.439 0.047 0.05 47 3.92 0.20 0.095 0.437 0.047 0.05 48 4.00 0.20 0.095 0.435 0.047 0.05 49 4.08 0.20 0.095 0.434 0.047 0.05 50 4.17 0.20 0.095 0.432 0.047 0.05 51 4.25 0.20 0.095 0.430 0.047 0.05 52 4.33 0.23 0.110 0.428 0.055 0.06 53 4.42 0.23 0.110 0.426 0.055 0.06 54 4.50 0.23 0.110 0.424 0.055 0.06 55 4.58 0.23 0.110 0.423 0.055 0.06 56 4.67 0.23 0.110 0.421 0.055 0.06 57 4.75 0.23 0.110 0.419 0.055 0.06 58 4.83 0.27 0.126 0.417 0.063 0.06 59 4.92 0.27 0.126 0.415 0.063 0.06 60 5.00 0.27 0.126 0.414 0.063 0.06 61 5.08 0.20 0.095 0.412 0.047 0.05 62 5.17 0.20 0.095 0.410 0.047 0.05 63 5.25 0.20 0.095 0.408 0.047 0.05 64 5.33 0.23 0.110 0.406 0.055 0.06 65 5.42 0.23 0.110 0.405 0.055 0.06 66 5.50 0.23 0.110 0.403 0.055 0.06 67 5.58 0.27 0.126 0.401 0.063 0.06 68 5.67 0.27 0.126 0.399 0.063 0.06 69 5.75 0.27 0.126 0.398 0.063 0.06 70 5.83 0.27 0.126 0.396 0.063 0.06 71 5.92 0.27 0.126 0.394 0.063 0.06 72 6.00 0.27 0.126 0.392 0.063 0.06 73 6.08 0.30 0.142 0.391 0.071 0.07 74 6.17 0.30 0.142 0.389 0.071 0.07 75 6.25 0.30 0.142 0.387 0.071 0.07 76 6.33 0. 30 0.142 0.385 0.071 0.07 77 6.42 0.30 0.142 0.384 0.071 0.07 78 6.50 0.30 0.142 0.382 0.071 0.07 79 6.58 0.33 0.158 0.380 0.079 0.08 80 6.67 0.33 0.158 0.378 0.079 0.08 81 6.75 0.33 0.158 0.377 0.079 0.08 82 6.83 0.33 0.158 0.375 0.079 0.08 83 6.92 0.33 0.158 0.373 0.079 0.08 84 7.00 0.33 0.158 0.372 0.079 0.08 85 7.08 0.33 0.158 0.370 0.079 0.08 86 7.17 0. 33 0.158 0.368 0.079 0.08 87 7.25 0.33 0.158 0.367 0.079 0.08 88 7.33 0.37 0.173 0.365 0.087 0.09 89 7.42 0.37 0.173 0.363 0.087 0.09 90 7.50 0.37 0.173 0.362 0.087 0.09 91 7.58 0.40 0.189 0.360 0.095 0.09 92 7.67 0.40 0.189 0.358 0.095 0.09 93 7.75 0.40 0.189 0.357 0.095 0.09 94 7.83 0.43 0.205 0.355 0.102 0.10 95 7.92 0.43 0.205 0.353 0.102 0.10 96 8.00 0.43 0.205 0.352 0.102 0.10 Page 3 CDEVELOPED2410.Out 97 8.08 0.50 0.236 0.350 0.118 0.12 98 8.17 0.50 0.236 0.348 0.118 0.12 99 8.25 0. 50 0.236 0.347 0.118 0.12 100 8.33 0. 50 0.236 0.345 0.118 0.12 101 8.42 0.50 0.236 0.344 0.118 0.12 102 8.50 0. 50 0.236 0.342 0.118 0.12 103 8.58 0. 53 0.252 0.340 0.126 0.13 104 8.67 0. 53 0.252 0.339 0.126 0.13 105 8.75 0.53 0.252 0.337 0.126 0.13 106 8.83 0.57 0.268 0.336 0.134 0.13 107 8.92 0.57 0.268 0.334 0.134 0.13 108 9.00 0.57 0.268 0.332 0.134 0.13 109 9.08 0.63 0.299 0.331 0.150 0.15 110 9.17 0.63 0.299 0.329 0.150 0.15 111 9.25 0.63 0.299 0.328 0.150 0.15 112 9.33 0.67 0.315 0.326 0.158 0.16 113 9.42 0.67 0.315 0.325 0.158 0.16 114 9.50 0.67 0.315 0.323 0.158 0.16 115 9.58 0.70 0.331 0.322 --- 0.01 116 9.67 0.70 0.331 0.320 --- 0.01 117 9.75 0.70 0.331 0.318 --- 0.01 118 9.83 0.73 0.347 0.317 --- 0.03 119 9.92 0.73 0.347 0.315 --- 0.03 120 10.00 0.73 0.347 0.314 --- 0.03 121 10.08 0.50 0.236 0.312 0.118 0.12 122 10.17 0.50 0.236 0.311 0.118 0.12 123 10.25 0.50 0.236 0.309 0.118 0.12 124 10.33 0.50 0.236 0.308 0.118 0.12 125 10.42 0.50 0.236 0.306 0.118 0.12 126 10. 50 0.50 0.236 0.305 0.118 0.12 127 10.58 0.67 0.315 0.303 --- 0.01 128 10.67 0.67 0.315 0.302 --- 0.01 129 10.75 0.67 0.315 -0.300 --- 0.01 130 10.83 0.67 0.315 0.299 --- 0.02 131 10.92 0.67 0.315 0.297 --- 0.02 132 11.00 0.67 0.315 0.296 --- 0.02 133 11.08 0.63 0.299 0.295 0.00 134 11.17 0.63 0.299 0.293 --- 0.01 135 11.25 0.63 0.299 0.292 --- 0.01 136 11.33 0.63 0.299 0.290 --- 0.01 137 11.42 0.63 0.299 0.289 --- 0.01 138 11.50 0.63 0.299 0.287 --- 0.01 139 11.58 0.57 0.268 0.286 0.134 0.13 140 11.67 0.57 0.268 0.284 0.134 0.13 141 11.75 0.57 0.268 0.283 0.134 0.13 142 11.83 0.60 0.284 0.282 --- 0.00 143 11.92 0.60 0.284 0.280 --- 0.00 144 12.00 0.60 0.284 0.279 --- 0.00 145 12.08 0.83 0.394 0.277 --- 0.12 146 12.17 0.83 0.394 0.276 --- 0.12 147 12.25 0.83 0.394 0.275 --- 0.12 148 12.33 0.87 0.410 0.273 --- 0.14 149 12.42 0.87 0.410 0.272 --- 0.14 150 12.50 0.87 0.410 0.271 --- 0.14 151 12.58 0.93 0.441 0.269 --- 0.17 152 12.67 0.93 0.441 0.268 --- 0.17 153 12.75 0.93 0.441 0.266 --- 0.17 154 12.83 0.97 0.457 0.265 --- 0.19 155 12.92 0.97 0.457 0.264 --- 0.19 156 13.00 0.97 0.457 0.262 --- 0.19 157 13.08 1.13 0.536 0.261 --- 0.27 158 13.17 1.13 0.536 0.260 --- 0.28 159 13.25 1.13 0.536 0.258 --- 0.28 Page 4 CDEVELOPED2410.out 160 13.33 1.13 0.536 0.257 --- 0.28 161 13.42 1.13 0.536 0.256 --- 0.28 162 13. 50 1.13 0.536 0.255 - - 0.28 163 13. 58 0.77 0.362 0.253 0.11 164 13.67 0.77 0.362 0.252 --- 0.11 165 13.75 0.77 0.362 0.251 --- 0.11 166 13.83 0.77 0.362 0.249 --- 0.11 167 13.92 0.77 0.362 0.248 --- 0.11 168 14.00 0.77 0.362 0.247 --- 0.12 169 14.08 0.90 0.426 0.246 -- 0.18 170 14.17 0.90 0.426 0.244 --- 0.18 171 14.25 0.90 0.426 0.243 - 0.18 172 14.33 0.87 0.410 0.242 - 0.17 173 14.42 0.87 0.410 0.241 0.17 174 14. 50 0.87 0.410 0.239 ---- - 0.17 175 14.58 0.87 0.410 0.238 - 0.17 176 14.67 0.87 0.410 0.237 0.17 177 14.75 0.87 0.410 0.236 0.17 178 14.83 0.83 0.394 0.235 --- 0.16 179 14.92 0.83 0.394 0.233 --- 0.16 180 15.00 0.83 0.394 0.232 --- 0.16 181 15.08 0.80 0.378 0.231 ---- 0.15 182 15.17 0.80 0.378 0.230 --- 0.15 183 15.25 0.80 0.378 0.229 --- 0.15 184 15.33 0.77 0.362 0.227 -- 0.14 185 15.42 0.77 0.362 0.226 - 0.14 186 15.50 0.77 0.362 0.225 ---- 0.14 187 15.58 0.63 0.299 0.224 --- 0.08 188 15.67 0.63 0.299 0.223 --- 0.08 189 15.75 0.63 0.299 0.222 ---- 0.08 190 15.83 0.63 0.299 0.221 - 0.08 191 15.92 0.63 0.299 0.219 ----- 0.08 192 16.00 0.63 0.299 0.218 --- 0.08 193 16.08 0.13 0.063 0.217 0.032 0.03 194 16.17 0.13 0.063 0.216 0.032 0.03 195 16.25 0.13 0.063 0.215 0.032 0.03 196 16.33 0.13 0.063 0.214 0.032 0.03 197 16.42 0.13 0.063 0.213 0.032 0.03 198 16. 50 0.13 0.063 0.212 0.032 0.03 199 16.58 0.10 0.047 0.211 0.024 0.02 200 16.67 0.10 0.047 0.210 0.024 0.02 201 16.75 0.10 0.047 0.208 0.024 0.02 202 16.83 0.10 0.047 0.207 0.024 0.02 203 16.92 0.10 0.047 0.206 0.024 0.02 204 17.00 0.10 0.047 0.205 0.024 0.02 205 17.08 0.17 0.079 0.204 0.039 0.04 206 17.17 0.17 0.079 0.203 0.039 0.04 207 17.25 0.17 0.079 0.202 0.039 0.04 208 17.33 0.17 0.079 0.201 0.039 0.04 209 17.42 0.17 0.079 0.200 0.039 0.04 210 17. 50 0.17 0.079 0.199 0.039 0.04 211 17. 58 0.17 0.079 0.198 0.039 0.04 212 17.67 0.17 0.079 0.197 0.039 0.04 213 17.75 0.17 0.079 0.196 0.039 0.04 214 17.83 0.13 0.063 0.195 0.032 0.03 215 17.92 0.13 0.063 0.194 0.032 0.03 216 18.00 0.13 0:063 0.193 0.032 0.03 217 18.08 0.13 0.063 0.192 0.032 0.03 218 18.17 0.13 0.063 0.191 0.032 0.03 219 18.25 0.13 0.063 0.190 0.032 0.03 220 18.33 0.13 0.063 0.190 0.032 0.03 221 18.42 0.13 0.063 0.189 0.032 0.03 222 18. 50 0.13 0.063 0.188 0.032 0.03 Page 5 CDEVELOPED2410.out 223 18.58 0.10 0.047 0.187 0.024 0.02 224 18.67 0.10 0.047 0.186 0.024 0.02 225 18.75 0.10 0.047 0.185 0.024 0.02 226 18.83 0.07 0.032 0.184 0.016 0.02 227 18.92 0.07 0.032 0.183 0.016 0.02 228 19.00 0.07 0.032 0.182 0.016 0.02 229 19.08 0.10 0.047 0.182 0.024 0.02 230 19.17 0.10 0.047 0.181 0.024 0.02 231 19.25 0.10 0.047 0.180 0.024 0.02 232 19.33 0.13 0.063 0.179 0.032 0.03 233 19.42 0.13 0.063 0.178 0.032 0.03 234 19.50 0.13 0.063 0.177 0.032 0.03 235 19.58 0.10 0.047 0.177 0.024 0.02 236 19.67 0.10 0.047 0.176 0.024 0.02 237 19.75 0.10 0.047 0.175 0.024 0.02 238 19.83 0.07 0.032 0.174 0.016 0.02 239 19.92 0.07 0.032 0.173 0.016 0.02 240 20.00 0.07 0.032 0.173 0.016 0.02 241 20.08 0.10 0.047 0.172 0.024 0.02 242 20.17 0.10 0.047 0.171 0.024 0.02 243 20.25 0.10 0.047 0.170 0.024 0.02 244 20.33 0.10 0.047 0.170 0.024 0.02 245 20.42 0.10 0.047 0.169 0.024 0.02 246 20.50 0.10 0.047 0.168 0.024 0.02 247 20.58 0.10 0.047 0.167 0.024 0.02 248 20.67 0.10 0.047 0.167 0.024 0.02 249 20.75 0.10 0.047 0.166 0.024 0.02 250 20.83 0.07 0.032 0.165 0.016 0.02 251 20.92 0.07 0.032 0.165 0.016 0.02 252 21.00 0.07 0.032 0.164 0.016 0.02 253 21.08 0.10 0.047 0.163 0.024 0.02 254 21.17 0.10 0.047 0.163 0.024 0.02 255 21.25 0.10 0.047 0.162 0.024 0.02 256 21.33 0.07 0.032 0.161 0.016 0.02 257 21.42 0.07 0.032 0.161 0.016 0.02 258 21.50 0.07 0.032 0.160 0.016 0.02 259 21.58 0.10 0.047 0.160 0.024 0.02 260 21.67 0.10 0.047 0.159 0.024 0.02 261 21.75 0.10 0.047 0.159 0.024 0.02 262 21.83 0.07 0.032 0.158 0.016 0.02 263 21.92 0.07 0.032 0.157 0.016 0.02 264 22.00 0.07 0.032 0.157 0.016 0.02 265 22.08 0.10 0.047 0.156 0.024 0.02 266 22.17 0.10 0.047 0.156 0.024 0.02 267 22.25 0.10 0.047 0.155 0.024 0.02 268 22.33 0.07 0.032 0.155 0.016 0.02 269 22.42 0.07 0.032 0.154 0.016 0.02 270 22.50 0.07 0.032 0.154 0.016 0.02 271 22.58 0.07 0.032 0.154 0.016 0.02 272 22.67 0.07 0.032 0.153 0.016 0.02 273 22.75 0.07 0.032 0.153 0.016 0.02 274 22.83 0.07 0.032 0.152 0.016 0.02 275 22.92 0.07 0.032 0.152 0.016 0.02 276 23.00 0.07 0.032 0.152 0.016 0.02 277 23.08 0.07 0.032 0.151 0.016 0.02 278 23.17 0.07 0.032 0.151 0.016 0.02 279 23.25 0.07 0.032 0.151 0.016 0.02 280 23.33 0.07 0.032 0.150 0.016 0.02 281 23.42 0.07 0.032 0.150 0.016 0.02 282 23.50 0.07 0.032 0.150 0.016 0.02 283 23.58 0.07 0.032 0.149 0.016 0.02 284 23.67 0.07 0.032 0.149 0.016 0.02 285 23.75 0.07 0.032 0.149 0.016 0.02 Page 6. CDEVELOPED2410.Out 286 23.83 0.07 0.032 0.149 0.016 0.02 287 23.92 0.07 0.032 - 0.149 0.016 0.02 288 24.00 0.07 0.032 0.149 0.016 0.02 Sum = 100.0 Sum = 18.5 Flood volume = Effective rainfall 1.54(In) times area 14.7(Ac.)/[(In)/(Ft.)] = 1.9(Ac.Ft) Total soil loss = 2.40(In) Total soil loss = 2.937(Ac.Ft) Total rainfall = 3.94(In) Flood volume = 82281.4 Cubic Feet Total soil loss = 127951.0 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 4.155(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) --------------------------------------------------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 2. 5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0007 0.09 Q 0+10 0.0021 0.21 Q I I I I 0+15 0.0037 0.23 Q 0+20 0.0056 0.28 VQ 0+25 0.0080 0.34 VQ ( I 0+30 0.0104 0.35 VQ 0+35 0.0128 0.35 VQ I I I 0+40 0.0152 0.35 VQ 0+45 0.0176 0.35 VQ I 0+50 0.0204 0.40 VQ ( I 0+55 0.0235 0.46 VQ I ! I 1+ 0 0.0267 0.47 VQ I I ( I! 1+ 5 0.0296 0.42 VQ 1+10 0.0321 0.36 VQ I 1+15 0.0345 0.35 VQ I 1+20 0.0369 0.35 VQ I 1+25 0.0394 0.35 VQ 1+30 0.0418 0.35 VQ I I 1+35 0.0442 0.35 VQ 1+40 0.0466 0.35 VQ I ! 1+45 0.0490 0.35 IQ ! I II 1+50 0.0517 0.40 IQ I 1+55 0.0549 0.46 IQ I I I 2+ 0 0.0581 0.47 IQ I I 2+ 5 0.0613 0.47 Q I 2+10 0.0645 0.47 IQ I I! 2+15 0.0678 0.47 IQ I 2+20 0.0710 0.47 IQ I I I 2+25 0.0742 0.47 IQ I I I 2+30 0.0774 0.47 IQ I I I 2+35 0.0809 0.51 IVQ 2+40 0.0849 0.57 IVQ I I 2+45 0.0889 0.58 IVQ 2+50 0.0929 0.58 IVQ I I I I 2+55 0.0970 0.58 I Q 3+ 0 0.1010 0.58 I Q I I I I 3+ 5 0.1050 0.58 I Q I I I I 3+10 0.1090 0.58 I Q I ! 3+15 0.1130 0.58 I Q I I I! 3+20 0.1171 0.58 I Q I I I Page 7 CDEVELOPED2410.Out 3+25 0.1211 0.58 I Q I I ! 3+30 0.1251 0.58 I Q I I I I 3+35 0.1291 0.58 I Q 3+40 0.1332 0.58 I Q 3+45 0.1372 0.58 I Q 3+50 0.1415 0.63 I Q 3+55 0.1463 0.69 I QV 4+ 0 0.1511 0.70 I QV I I 4+ 5 0.1559 0.70 I QV I I I 4+10 0.1608 0.70 I QV 4+15 0.1656 0.70 QV I I I I 4+20 0.1707 0.75 QV I 4+25 0.1763 0.81 I Q 4+30 0.1819 0.82 I Q I I 4+3'5 0.1875 0.82 I Q I I I I 4+40 0.1932 0.82 I QV I ! I I 4+45 0.1988 0.82 I QV I ! 4+50 0.2048 0.87 I Q I I 4+55 0.2111 0.92 I QV 5+ 0 0.2176 0.93 I QV I I 5+ 5 0.2233 0.84 I QV I I ! I 5+10 0.2283 0.72 I Q V I I 5+15 0.2331 0.70 I Q V I I I! 5+20 0.2383 0.75 I Q V I I 5+25 0.2439 0.81 I Q V I I I I 5+30 0.2495 0.82 I Q V 5+35 0.2554 0.87 I Q V I I ! 5+40 0.2618 0.92 I Q V I ! 5+45 0.2682 0.93 I Q V I ! 5+50 0.2747 0.93 I Q V I I I 5+55 0.2811 0.93 I Q V 6+ 0 0.2875 0.93 I Q V I I 6+ 5 0.2943 0.98 I Q V I I 6+10 0.3015 1.04 I Q V 6+15 0.3087 1.05 I Q V I I I 6+20 0.3159 1.05 I Q V I I I I! 6+25 0.3232 1.05 I Q V I 6+30 0.3304 1.05 I Q V I I I I 6+35 0.3380 1.10 I Q V I I I 6+40 0.3460 1.16 Q V I I 1 I 6+45 0.3540 1.17 Q V I I I! I! 6+50 0.3620 1.17 I Q V I I 6+55 0.3701 1.17 I Q V I I 7+ 0 0.3781 1.17 I Q I I I 7+ 5 0.3862 1.17 I Q VI 7+10 0.3942 1.17 I Q v 7+15 0.4023 1.17 I Q V I ( I! 7+20 0.4106 1.22 I Q V I I 7+25 0.4194 1.27 I Q V 7+30 0.4282 1.28 Q VI 7+35 0.4374 1.33 Q VI I I 7+40 0.4470 1.39 Q vI. 7+45 0.4566 1.40 I Q VI I 7+50 0.4666 1.45 I Q VI I ! 7+55 0.4770 1.51 I Q V I I I 8+ 0 0.4875 1.52 I Q v I I !I 8+ 5 0.4986 1.61 ( Q V I I 8+10 0.5105 1.73 I Q V 8+15 0.5225 1.75 I Q IV I I 8+20 0.5346 1.75 I Q IV 8+25 0.5467 1.75 I Q IV I I 8+30 0.5587 1.75 ( Q IV 8+35 0.5711 1.80 I Q I V I Page 8 CDEVELOPED2410.out 8+40 0.5839 1.86 1 Q I V I 8+45 0.5968 1.87 1 Q I v I 8+50 0.6100 1.92 Q I v 8+55 0.6236 1.98 Q I V I I I 9+ 0 0.6373 1.98 1 Q I v 9+ 5 0.6516 2.08 1 Q I V 9+10 0.6667 2.20 I Q I V 9+15 0.6820 2.22 I Q I V I I ! 9+20 0.6976 2.27 I QI V I I I 9+25 0.7136 2.33 I QI V I I 9+30 0.7297 2.33 QI V 9+35 0.7396 1.44 I Q I V 1 1 9+40 0.7420 0.34 IQ I V I I I 9+45 0.7433 0.20 Q I V 9+50 0.7453 0.29 IQ I V I I 9+55 0.7483 0.43 IQ I V I I 10+ 0 0.7515 0.47 IQ I V 10+ 5 0.7584 1.00 1 Q I V I I 10+10 0.7697 1.64 I Q I V I 1 I 10+15 0.7816 1.74 I Q I V I I 10+20 0.7937 1.75 I Q I V 10+25 0.8058 1.75 I Q I V I I I 10+30 0.8178 1.75 1 Q I V I I I 10+35 0:8255 1.11 1 Q I V I I I 10+40 0.8277 0.32 IQ I V 10+45 0.8292 0.22 Q I V I II I! 10+50 0.8308 0.23 Q I V 10+55 0.8325 0.25 Q I v I I 11+ 0 0.8344 0.27 IQ I V I I II 11+ 5 0.8357 0.20 Q I V I I 11+10 0.8364 0.10 Q ( V 11+15 0.8371 0.10 Q I v 11+20 0.8380 0.12 Q ( V 11+25 0.8389 0.14 Q ( V I 11+30 0.8401 0.16 Q ( V 11+35 0.8464 0.91 I Q ! V I I 11+40 0.8590 1.83 I Q I V I 11+45 0.8725 1.96 I Q ( V ( ( I 11+50 0.8807 1.19 I Q ( V ( I 11+55 0.8821 0.21 Q ( V I I 12+ 0 0.8827 0.08 Q V I I 12+ 5 0.8878 0.74 ( Q v I I 12+10 0.8988 1.59 I Q v 12+15 0.9107 1.73 I Q ! VI 12+20 0.9236 1.87 Q I VII 12+25 0.9374 2.01 Q I VI I 12+30 0:9515 2.05 Q V 12+35 0.9671 2.26 I QI V 12+40 0.9844 2.52 Q V 12+45 1.0021 2.57 Q IV I 12+50 1.0206 2.69 I Q IV I 12+55 1.0401 2.83 I IQ I V I 13+ 0 1.0599 2.87 I IQ I V I 13+ 5 1.0830 3.36 I I Q ! V I 13+10 1.1104 3.98 I I Q I V I 13+15 1.1385 4.08 I I Q I V I I 13+20 1.1669 4.12 I I Q I V 13+25 1.1954 4.14 I I Q I V 13+30 1.224.0 4.16 I I Q I V 13+35 1.2456 3.13 I I Q I V 13+40 1.2583 1.85 I Q I ( V I ! 13+45 1.2698 1.68 I Q I I V I I 13+50 1.2813 1.66 I Q I I V Page 9 CDEVELOPED2410.out 13+55 1.2928 1.68 I Q I I V 14+ 0 1.3046 1.70 I Q I I V 14+ 5 1.3190 2.10 I Q I I V 14+10 1.3369 2.59 I Q I V 14+15 1.3553 2.68 I Q I V 14+20 1.3733 2.61 I Q I VI 14+25 1.3906 2.51 1 Q I VI 14+30 1.4079 2.52 1 Q I VI 14+35 1.4254 2.53 ( Q I V 14+40 1.4429 2.55 I Q 1 V 14+45 1.4606 2.57 I Q I V 14+50 1.4778 2.49 1 QI I IV 14+55 1.4942 2.39 1 Qi I IV 15+ 0 1. 5107 2.39 1 QI I IV 15+ 5 1. 5266 2.31 ( QI I I V 15+10 1. 5418 2.21 I Q I I I V I 15+15 1. 5570 2.21 I Q I I I V 15+20 1. 5717 2.13 ( Q I I I V 15+25 1. 5856 2.03 I Q I I I V 15+30 1. 5996 2.03 I Q i I I V 15+35 1.6110 1.66 I Q I I I V 15+40 1.6193 1.20 ( Q I I I V 15+45 1.6273 1.15 I Q I I I V 15+50 1.6352 1.16 I Q I I V 15+55 1.6433 1.17 I Q I I V 16+ 0 1.6515 1.19 I Q I I I V 16+ 5 1.6578 0.90 I Q I I I V 16+10 1.6614 0.53 I Q I I ( V 16+15 1.6647 0.48 IQ I I V I 16+20 1.6679 0.47 IQ I I V 16+25 1.6711 0.47 IQ I I I V 16+30 1.6743 0.47 IQ I I V I 16+35 1.6772 0.42 IQ I I V 16+40 1.6797 0.36 IQ I I I V 16+45 1.6821 0.35 IQ I I I V 16+50 1.6845 0.35 IQ I I I V 16+55 1.6870 0.35 IQ I I I V 17+ 0 1.6894 0.35 IQ I I I V 17+ 5 1.6924 0.45 IQ I I I V 17+10 1.6963 0.56 I Q I ( I V I 17+15 1.7003 0.58 I Q I I I V 17+20 1.7043 0.58 I Q I I I V 17+25 1.7084 0.58 I Q I I I V 17+30 1.7124 0.58 I Q I I I V 17+35 1.7164 0.58 I Q I I I V 17+40 1.7204 0.58 I Q I I I V 17+45 1.7245 0.58 I Q I I I V I 17+50 1.7282 0.54 I Q I ( V I 17+55 1.7314 0.48 IQ I I V 18+ 0 1.7347 0.47 IQ I I V 18+ 5 1.7379 0.47 IQ I ! ! V 18+10 1.7411 0..47 IQ I I I V 18+15 1.7443 0.47 IQ I I ! V 18+20 1.7475 0.47 IQ I I II V 1 18+25 1.7508 0.47 IQ I I V 1 18+30 1.7540 0.47 IQ I I V 18+35 1.7569 0.42 IQ I I V 1 18+40 1.7593 0.36 IQ I I I V 1 18+45 1.7618 0.35 IQ I I I V 18+50 1.7639 0.30 IQ I I I V 18+55 1.7655 0.24 Q I I I V ! 19+ 0 1.7672 0.24 Q I I I V I 19+ 5 1.7691 0.28 IQ I I I V Page 10 CDEVELOPED2410.out 19+10 1.7714 0.34 IQ I I I v 1 19+15 1.7738 0.35 IQ ( I I v 1 19+20 1.7766 0.40 IQ I I I v 1 19+25 1.7797 0.46 IQ I I l v 1 19+30 1.7829 0.47 IQ I I v 1 19+35 1.7858 0.42 IQ I I v 1 19+40 1.7883 0.36 IQ I i I v 19+45 1.7907 0.35 IQ 19+50 1.7928 0.30 IQ I I v 1 19+55 1.7945 0.24 q I I v 20+ 0 1.7961 0.24 Q I I I v l 20+ 5 1.7980 0.28 IQ I I I v 1 20+10 1.8004 0.34 IQ I I I v 1 20+15 1.8028 0.35 IQ I I I v 1 20+20 1.8052 0.35 IQ I I v 1 20+25 1.8076 0.35 IQ I I I v 20+30 1.8100 0.35 IQ I I I v 20+35 1.8124 0.35 IQ I I v 20+40 1.8149 0.35 IQ I v I 20+45 1.8173 0.35 IQ I I v 1 20+50 1.8194 0.30 IQ I I v 1 20+55 1.8210 0.24 Q I I I v l 21+ 0 1.8227 0.24 q I I I v l 21+ 5 1.8246 0.28 IQ I I I v 1 21+10 1.8269 0.34 IQ I I I v 1 21+15 1.8293 0.35 IQ I I I v 21+20 1.8314 0.30 IQ I I v 21+25 1.8331 0.24 q I I v 21+30 1.8347 0.24 q I I I v 21+35 1.8367 0.28 IQ I I I v II 21+40 1.8390 0.34 IQ I I I v 21+45 1.8414 0.35 IQ I I I v 21+50 1.8435 0.30 IQ I I I v 21+55 1.8452 0.24 q I I I v 22+ 0 1.8468 0.24 q I I I v 22+ 5 1.8487 0.28 IQ I 1 1 vl 22+10 1.8511 0.34 IQ I I I vl 2+15 1.8535 0.35 IQ I I I v 22+20 1.8556 0.30 IQ I I I v 2 22+25 1.8572 0.24 q I I l 22+30 1.8589 0.24 Q I I I vvl 22+35 1.8605 0.23 Q I I I v 2+40 1.8621 0.23 Q I I I v I I ( v 2 22+45 1.8637 0.23 q 22+50 1.8653 0.23 Q I I . v 22+55 1.8669 0.23 Q I v 23+ 0 1.8685 0.23 q I v 23+ 5 1.8701 0.23 Q I I v 23+10 1.8717 0.23 Q I I v 23+15 1.8733 0.23 q I I vl 23+20 1.8749 0.23 Q I I VI 23+25 1.8765 0.23 Q I ( V1 23+30 1.8782 0.23 Q VI 23+35 1.8798 0.23 Q v 23+40 1.8814 0.23 q v 23+45 1.8830 0.23 q VI 23+50 1.8846 0.23 Q I I v1 23+55 1.8862 0.23 q I I VI 24+ 0 1.8878 0.23 Q I VI 24+ 5 1.8888 0.14 q I VI 24+10 1.8889 0.02 Q I I I vl 24+15 1.8889 0.00 Q I I I v ----------------------------------------------------------------------- Page 11 CDEVELOPED24100.out U n i t H y d r o g r a p h A n a l y s i s Copyright (C) CIVILCADD/CIVILDESIGN, 1989 - 1999, version 6.0 Study date 05/07/05 File: CDEVELOPED24100.out +++++++++++++++++++++++++++++++++++++++++++++.++..........++++++++++++++ -------------------------------------------------------------------------- Riverside County Synthetic unit Hydrology Method RCFC & WCD Manual date - April 1978 Hunsacker & Associates Irvine, Inc. - S/N 901 ------------------------------------------------------------------- English (in-lb) Input units Used English Rainfall Data (Inches) Input values used English units used in output format --------------------------------------------------------------------- PROPOSED AREA C UNIT AREA HYDROGRAPH 100 YEAR BY: MATTHEW W. BUSCH ------------------------------------------------------------------- Drainage Area = 14.70(AC.) = 0.023 Sq. Mi . USER Entry of lag time in hours Lag time = 0.043 Hr. Lag time = 2.60 Min. 25% of lag time = 0.65 Min. 40% of lag time = 1.04 Min. Unit time = 5.00 Min. Duration of storm = 24 Hour(s) user Entered Base FLOW = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In) [2] weighting[1*2] 14.70 2.50 36.75 100 YEAR Area rainfall data: Area(Ac.)[1] Rainfall(In)[2] weighting[1*2] 14.70 6.00 88.20 STORM EVENT (YEAR) = 100.00 Area Averaged 2-Year Rainfall = 2.500(In) Area Averaged 100=Year Rainfall = 6.000(In) Point rain (area averaged) = 6.000(In) Areal adjustment factor = 100.00 % Adjusted average point rain = 6.000(In) sub-Area Data: Area(Ac.) Runoff Index Impervious % 14.700 53.10 0.500 Total Area Entered = 14.70(Ac.) Page 1 CDEVELOPED24100.Out RI RI Infil . Rate Impervious Adj . Infil . Rate Area% F AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr) 53.1 53.1 0.540 0.500 0.297 1.000 0.297 Sum (F) = 0.297 Area averaged mean soil loss (F) (In/Hr) = 0.297 Minimum soil loss rate ((In/Hr)) = 0.149 (for 24 hour storm duration) Soil low loss rate (decimal) = 0.500 u n i t H y d r o g r a p h FOOTHILL S-Curve -------------------------------------------------------------------- unit Hydrograph Data --------------------------------------------------------------------- unit time period Time % of lag Distribution unit Hydrograph (hrs) Graph % (CFS) 1 0.083 192.012 40.640 6.021 2 0.167 384.025 50.763 7.521 3 0.250 576.037 7.307 1.082 4 0.333 768.049 1.290 0.191 Sum = 100.000 Sum= 14.815 - ---------------------------------------------------------------------------- unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max Low (In/Hr) 1 0.08 0.07 0.048 0. 527 0.024 0.02 2 0.17 0.07 0.048 0. 525 0.024 0.02 3 0.25 0.07 0.048 0. 523 0.024 0.02 4 0.33 0.10 0.072 0. 521 0.036 0.04 5 0.42 0.10 0.072 0. 519 0.036 0.04 6 0.50 0.10 0.072 0. 517 0.036 0.04 7 0.58 0.10 0.072 0. 515 0.036 0.04 8 0.67 0.10 0.072 0. 513 0.036 0.04 9 0.75 0.10 0.072 0. 511 0.036 0.04 10 0.83 0.13 0.096 0. 509 0.048 0.05 11 0.92 0.13 0.096 0. 507 0.048 0.05 12 1.00 0.13 0.096 0. 505 0.048 0.05 13 1.08 0.10 •0.072 0. 503 0.036 0.04 14 1.17 0.10 0.072 0. 501 0.036 0.04 15 1.25 0.10 0.072 0.499 0.036 0.04 16 1.33 0.10 0.072 0.497 0.036 0.04 17 1.42 0.10 0.072 0.495 0.036 0.04 18 1.50 0.10 0.072 0.493 0.036 0.04 19 1.58 0.10 0.072 0.491 0.036 0.04 20 1.67 0.10 0.072 0.489 0.036 0.04 21 1.75 0.10 0.072 0.487 0.036 0.04 22 1.83 0.13 0.096 0.485 0.048 0.05 23 1.92 0.13 0.096 0.483 0.048 0.05 24 2.00 0.13 0.096 0.481 0.048 0.05 25 2.08 0.13 0.096 0.479 0.048 0.05 26 2.17 0.13 0.096 0.477 0.048 0.05 27 2.25 0.13 0.096 0.475 0.048 0.05 28 2.33 0.13 0.096 0.473 0.048 0.05 29 2.42 0.13 0.096 0.471 0.048 0.05 30 2.50 0.13 0.096 0.469 0.048 0.05 31 2.58 0.17- 0.120 0.467 0.060 0.06 32 2.67 0.17 0.120 0.466 0.060 0.06 33 2.75 0.17 0.120 0.464 0.060 0.06 Page 2 CDEVELOPED24100.OUt 34 2.83 0.17 0.120 0.462 0.060 0.06 35 2.92 0.17 0.120 0.460 0.060 0.06 36 3.00 0.17 0.120 0.458 0.060 0.06 37 3.08 0.17 0.120 0.456 0.060 0.06 38 3.17 0.17 0.120 0.454 0.060 0.06 39 3.25 0.17 0.120 0.452 0.060 0.06 40 3.33 0.17 0.120 0.450 0.060 0.06 41 3.42 0.17 0.120 0.448 0.060 0.06 42 3.50 0.17 0.120 0.447 0.060 0.06 43 3.58 0.17 0.120 0.445 0.060 0.06 44 3.67 0.17 0.120 0.443 0.060 0.06 45 3.75 0.17 0.120 0.441 0.060 0.06 46 3.83 0.20 0.144 0.439 0.072 0.07 47 3.92 0.20 0.144 0.437 0.072 0.07 48 4.00 0.20 0.144 0.435 0.072 0.07 49 4.08 0.20 0.144 0.434 0.072 0.07 50 4.17 0.20 0.144 0.432 0.072 0.07 51 4.25 0.20 0.144 0.430 0.072 0.07 52 4.33 0.23 0.168 0.428 0.084 0.08 53 4.42 0.23 0.168 0.426 0.084 0.08 54 4.50 0.23 0.168 0.424 0.084 0.08 55 4. 58 0.23 0.168 0.423 0.084 0.08 56 4.67 0.23 0.168 0.421 0.084 0.08 57 4.75 0.23 0.168 0.419 0.084 0.08 58 4.83 0.27 0.192 0.417 0.096 0.10 59 4.92 0.27 0.192 0.415 0.096 0.10 60 5.00 0.27 0.192 0.414 0.096 0.10 61 5.08 0.20 0.144 0.412 0.072 0.07 62 5.17 0.20 0.144 0.410 0.072 0.07 63 5.25 0.20 0.144 0.408 0.072 0.07 64 5.33 0.23 0.168 0.406 0.084 0.08 65 5.42 0.23 0.168 0.405 0.084 0.08 66 5.50 0.23 0.168 0.403 0.084 0.08 67 5.58 0.27 0.192 0.401 0.096 0.10 68 5.67 0.27 0.192 0.399 0.096 0.10 69 5.75 0.27 0.192 0.398 0.096 0.10 70 5.83 0.27 0.192 0.396 0.096 0.10 71 5.92 0.27 0.192 0.394 0.096 0.10 72 6.00 0.27 0.192 0.392 0.096 0.10 73 6.08 0. 30 0.216 0.391 0.108 0.11 74 6.17 0.30 0.216 0.389 0.108 0.11 75 6.25 0.30 0.216 0.387 0.108 0.11 76 6.33 0.30 0.216 0.385 0.108 0.11 77 6.42 0.30 0.216 0.384 0.108 0.11 78 6. 50 0.30 0.216 0.382 0.108 0.11 79 6. 58 0.33 0.240 0.380 0.120 0.12 80 6.67 0.33 0.240 0.378 0.120 0.12 81 6.75 0.33 0.240 0.377 0.120 0.12 82 6.83 0.33 0.240 0.375 0.120 0.12 83 6.92 0. 33 0.240 0.373 0.120 0.12 84 7.00 0.33 0.240 0.372 0.120 0.12 85 7.08 0.33 0.240 0.370 0.120 0.12 86 7.17 0.33 0.240 0.368 0.120 0.12 87 7.25 0.33 0.240 0.367 0.120 0.12 88 7.33 0.37 0.264 0.365 0.132 0.13 89 7.42 0.37 0.264 0.363 0.132 0.13 90 7. 50 0.37 0.264 0.362 0.132 0.13 91 7.58 0.40 0.288 0.360 0.144 0.14 92 7.67 0.40 0.288 0.358 0.144 0.14 93 7.75 0.40 0.288 0.357 0.144 0.14 94 7.83 0.43 0.312 0.355 0.156 0.16 95 7.92 0.43 0.312 0.353 0.156 0.16 96 8.00 0.43 0.312 0.352 0.156 0.16 Page 3 CDEVELOPED24100.out 97 8.08 0.50 0.360 0. 350 --- 0.01 98 8.17 0.50 0.360 0. 348 -- 0.01 99 8.25 0.50 0.360 0.347 --- 0.01 100 8.33 0.50 0.360 0.345 --- 0.01 101 8.42 0.50 0.360 0.344 --- 0.02 102 8.50 0.50 0.360 0.342 --- 0.02 103 8.58 0.53 0.384 0.340 --- 0.04 104 8.67 0.53 0.384 0.339 --- 0.05 105 8.75 0.53 0.384 0.337 --- 0.05 106 8.83 0.57 0.408 0.336 --- 0.07 107 8.92 0.57 0.408 0.334 --- 0.07 108 9.00 0.57 0.408 0.332 --- 0.08 109 9.08 0.63 0.456 0.331 --- 0.13 110 9.17 0.63 0.456 0.329 --- 0.13 111 9.25 0.63 0.456 0.328 - -- 0.13 112 9.33 0.67 0.480 0.326 --- 0.15 113 9.42 0.67 0.480 0.325 --- 0.16 114 9.50 0.67 0.480 0.323 -- 0.16 115 9.58 0.70 0.504 0.322 --- 0.18 116 9.67 0.70 0.504 0.320 --- 0.18 117 9.75 0.70 0.504 0.318 --- 0.19 118 9.83 0.73 0.528 0.317 --- 0.21 119 9.92 0.73 0.528 0.315 --- 0.21 120 10.00 0.73 0.528 0. 314 --- 0.21 121 10.08 0.50 0.360 0.312 --- 0.05 122 10.17 0.50 0.360 0.311 --- 0.05 123 10.25 0.50 0.360 0. 309 --- 0.05 124 10.33 0.50 0.360 0. 308 --- 0.05 125 10.42 0.50 0.360 0.306 --- 0.05 126 10.50 0.50 0.360 0.305 --- 0.06 127 10.58 0.67 0.480 0.303 --- 0.18 128 10.67 0.67 0.480 0.302 --- 0.18 129 10.75 0.67 0.480 0.300 --- 0.18 130 10.83 0.67 0.480 0.299 --- 0.18 131 10.92 0.67 0.480 0.297 --- 0.18 132 11.00 0.67 0.480 0.296 --- 0.18 133 11.08 0.63 0.456 0.295 --- 0.16 134 11.17 0.63 0.456 0.293 --- 0.16 135 11.25 0.63 0.456 0.292 --- 0.16 136 11.33 0.63 0.456 0.290 --- 0.17 137 11.42 0.63 0.456 0.289 --- 0.17 138 11.50 0.63 0.456 0.287 --- 0.17 139 11.58 0.57 0.408 0.286 --- 0.12 140 11.67 0.57 0.408 0.284 --- 0.12 141 11.75 0.57 0.408 0.283 --- 0.12 142 11.83 0.60 0.432 0.282 --- 0.15 143 11.92 0.60 0.432 0.280 --- 0.15 144 12.00 0.60 0.432 0.279 --- 0.15 145 12.08 0.83 0.600 0.277 --- 0.32 146 12.17 0.83 0.600 0.276 --- 0. 32 147 12.25 0.83 0.600 0.275 --- 0. 33 148 12.33 0.87 0.624 0.273 --- 0.35 149 12.42 0.87 0.624 0.272 --- 0.35 150 12.50 0.87 0.624 0.271 --- 0. 35 151 12.58 0.93 0.672 0.269 --- 0.40 152 12.67 0.93 0.672 0.268 --- 0.40 153 12.75 0.93 0.672 0.266 --- 0.41 154 12.83 0.97 0.696 0.265 --- 0.43 155 12.92 0.97 0.696 0.264 --- 0.43 156 13.00 0.97 0.696 0.262 --- 0.43 157 13.08 1.13 0.816 0.261 --- 0. 55 158 13.17 1.13 0.816 0.260 --- 0. 56 159 13.25 1.13 0.816 0.258 --- 0. 56 Page 4 CDEVELOPED24100.out 160 13.33 1.13 0.816 0.257 0.56 161 13.42 1.13 0.816 0.256 -- 0.56 162 13. 50 1.13 0.816 0.255 --- 0.56 163 13.58 0.77 0.552 0.253 --- 0.30 164 13.67 0.77 0.552 0.252 --- 0.30 165 13.75 0.77 0.552 0.251 ---- 0.30 166 13.83 0.77 0.552 0.249 - 0.30 167 13.92 0.77 0.552 0.248 --- 0.30 168 14.00 0.77 0.552 0.247 --- 0.31 169 14.08 0.90 0.648 0.246 --- 0.40 170 14.17 0.90 0.648 0.244 --- 0.40 171 14.25 0.90 0.648 0.243 --- 0.40 172 14.33 0.87 0.624 0.242 --- 0.38 173 14.42 0.87 0.624 0.241 --- 0.38 174 14. 50 0.87 0.624 0.239 --- 0.38 175 14.58 0.87 0.624 0.238 --- 0.39 176 14.67 0.87 0.624 0.237 -- 0.39 177 14.75 0.87 0.624 0.236 -- 0.39 178 14.83 0.83 0.600 0.235 --- 0.37 179 14.92 0.83 0.600 0.233 --- 0.37 180 15.00 0.83 0.600 0.232 --- 0.37 181 15.08 0.80 0.576 0.231 --- 0.35 182 15.17 0.80 0.576 0.230 --- 0.35 183 15.25 0.80 0.576 0.229 --- 0.35 184 15.33 0.77 0.552 0.227 --- 0.32 185 15.42 0.77 0.552 0.226 --- 0.33 186 15.50 0.77 0.552 0.225 - 0.33 187 15.58 0.63 0.456 0.224 --- 0.23 188 15.67 0.63 0.456 0.223 --- 0.23 189 15.75 0.63 0.456 0.222 --- 0.23 190 15.83 0.63 0.456 0.221 --- 0.24 191 15.92 0.63 0.456 0.219 --- 0.24 192 16.00 0.63 0.456 0.218 --- 0.24 193 16.08 0.13 0.096 0.217 0.048 0.05 194 16.17 0.13 0.096 0.216 0.048 0.05 195 16.25 0.13 0.096 0.215 0.048 0.05 196 16.33 0.13 0.096 0.214 0.048 0.05 197 16.42 0.13 0.096 0.213 0.048 0.05 198 16.50 0.13 0.096 0.212 0.048 0.05 199 16.58 0.10 0.072 0.211 0.036 0.04 200 16.67 0.10 0.072 0.210 0.036 0.04 201 16.75 0.10 0.072 0.208 0.036 0.04 202 16.83 0.10 0.-07t 0.207 0.036 0.04 203 16.92 0.10 0.072 0.206 0.036 0.04 204 17.00 0.10 0.072 0.205 0.036 0.04 205 17.08 0.17 0.120 0.204 0.060 0.06 206 17.17 0.17 0.120 0.203 0.060 0.06 207 17.25 0.17 0.120 0.202 0.060 0.06 208 17.33 0.17 0.120 0.201 0.060 0.06 209 17.42 0.17 0.120 0.200 0.060 0.06 210 17.50 0.17 0.120 0.199 0.060 0.06 211 17.58 0.17 0.120 0.198 0.060 0.06 212 17.67 0.17 0.120 0.197 0.060 0.06 213 17.75 0.17 0.120 0.196 0.060 0.06 214 17.83 0.13 0.096 0.195 0.048 0.05 215 17.92 0.13 0.096 0.194 0.048 0.05 216 18.00 0.13 0.096 0.193 0.048 0.05 217 18.08 0.13 0.096 0.192 0.048 0.05 218 18.17 0:13 0.096 0.191 0.048 0.05 219 18.25 0.13 0.096 0.190 0.048 0.05 220 18.33 0.13 0.096 0.190 0.048 0.05 221 18.42 0.13 0.096 0.189 0..048 0.05 222 18. 50 0.13 0.096 0.188 0.048 0.05 Page 5 CDEVELOPED24100.out 223 18. 58 0.10 0.072 0.187 0.036 0.04 224 18.67 0.10 0.072 0.186 0.036 0.04 225 18.75 0.10 0.072 0.185 0.036 0.04 226 18.83 0.07 0.048 0.184 0.024 0.02 227 18.92 0.07 0.048 0.183 0.024 0.02 228 19.00 0.07 0.048 0.182 0.024 0.02 229 19.08 0.10 0.072 0.182 0.036 0.04 230 19.17 0.10 0.072 0.181 0.036 0.04 231 19.25 0.10 0.072 0.180 0.036 0.04 232 19.33 0.13 0.096 0.179 0.048 0.05 233 19.42 0.13 0.096 0.178 0.048 0.05 234 19.50 0.13 0.096 0.177 0.048 0.05 235 19.58 0.10 0.072 0.177 0.036 0.04 236 19.67 0.10 0.072 0.176 0.036 0.04 237 19.75 0.10 0.072 0.175 0.036 0.04 238 19.83 0.07 0.048 0.174 0.024 0.02 239 19.92 0.07 0.048 0.173 0.024 0.02 240 20.00 0.07 0.048 0.173 0.024 0.02 241 20.08 0.10 0.072 0.172 0.036 0.04 242 20.17 0.10 0.072 0.171 0.036 0.04 243 20.25 0.10 0.072 0.170 0.036 0.04 244 20.33 0.10 0.072 0.170 0.036 0.04 245 20.42 0.10 0.072 0.169 0.036 0.04 246 20.50 0.10 0.072 0.168 0.036 0.04 247 20.58 0.10 0.072 0.167 0.036 0.04 248 20.67 0.10 0.072 0.167 0.036 0.04 249 20.75 0.10 0.072 0.166 0.036 0.04 250 20.83 0.07 0.048 0.165 0.024 0.02 251 20.92 0.07 0.048 0.165 0.024 0.02 252 21.00 0.07 0.048 0.164 0.024 0.02 253 21.08 0.10 0.072 0.163 0.036 0.04 254 21.17 0.10 0.072 0.163 0.036 0.04 255 21.25 0.10 0.072 0.162 0.036 0.04 256 21.33 0.07 0.048 0.161 0.024 0.02 257 21.42 0.07 0.048 0.161 0.024 0.02 258 21.50 0.07 0.048 0.160 0.024 0.02 259 21.58 0.10 0.072 0.160 0.036 0.04 260 21.67 0.10 0.072 0.159 0.036 0.04 261 21.75 0.10 0.072 0.159 0.036 0.04 262 21.83 0.07 0.048 0.158 0.024 0.02 263 21.92 0.07 0.048 0.157 0.024 0.02 264 22.00 0.07 0.048 0.157 0.024 0.02 265 22.08 0.10 0.072 0.156 0.036 0.04 266 22.17 0.10 0.072 0.156 0.036 0.04 267 22.25 0.10 0.072 0.155 0.036 0.04 268 22.33 0.07 0.048 0.155 0.024 0.02 269 22.42 0.07 0.048 0.154 0.024 0.02 270 22.50 0.07 0.048 0.154 0.024 0.02 271 22.58 0.07 0.048 0.154 0.024 0.02 272 22.67 0.07 0.048 0.153 0.024 0.02 273 22.75 0.07 0.048 0.153 0.024 0.02 274 22.83 0.07 0.048 0.152 0.024 0.02 275 22.92 0.07 0.048 0.152 0.024 0.02 276 23.00 0.07 0.048 0.152 0.024 0.02 277 23.08 0.07 0-.048 0.151 0.024 0.02 278 23.17 0.07 0.048 0.151 0.024 0.02 279 23.25 0.07 0.048 0.151 0.024 0.02 280 23.33 0.07 0.048 0.150 0.024 0.02 281 23.42 0.07 0.048 0.150 0.024 0.02 282 23.50 0.07 0.048 0.150 0.024 0.02 283 23.58 0.07 0.048 0.149 0.024 0.02 284 23.67 0.07 0.048 0.149 0.024 0.02 285 23.75 0.07 0.048 0.149 0.024 0.02 Page 6 CDEVELOPED24100.out 286 23.83 0.07 0.048 0.149 0.024 0.02 287 23.92 0.07 0.048 0.149 0.024 0.02 288 24.00 0.07 0.048 0.149 0.024 0.02 Sum = 100.0 Sum = 34.3 Flood volume = Effective rainfall 2.86(In) times area 14.7(Ac.)/[(In)/(Ft.)] = 3.5(Ac.Ft) Total soil loss = 3.14(In) Total soil loss = 3.852(Ac.Ft) Total rainfall = 6.00(In) Flood volume = 152365.0 Cubic Feet Total soil loss = 167791.8 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 8.308(CFS) -------------------------------------------------------------------- ++++++++++++.t.+++++++++.►-+++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T 0 R M R u n o f f H y d r o g r a p h ------ Hydrograph in 5 Minute intervals ((CFS)) ----------------------------------------- --------------------------- Time(h+m) volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0010 0.14 Q I ( ! 0+10 0.0032 0.33 VQ I I I 0+15 0.0057 0.35 VQ I 0+20 0.0086 0.43 VQ I I I 0+25 0.0122 0.52 V Q 0+30 0.0158 0.53 V Q I I I I 0+35 0.0195 0.53 v Q I I 0+40 0.0232 0.53 V Q I I ! 0+45 0.0269 0.53 V Q ( I I 0+50 0.0310 0.61 V Q 0+55 0.0358 0.70 V Q ( I I I 1+ 0 0.0407 0.71 V Q I I I 1+ 5 0.0451 0.64 V Q 1+10 0.0489 0.55 V Q 1+15 0.0526 0.54 V Q 1+20 0.0563 0.53 V Q I I I 1+25 0.0599 0.53 V Q I ! I I 1+30 0.0636 0.53 v Q I I 1 1+35 0.0673 0.53 V Q I ! I 1+40 0.0710 0.53 V Q I I I 1+45 0.0746 0.53 V Q I 1+50 0.0788 0.61 v Q 1 ! 1+55 0.0836 0.70 V Q I I 2+ 0 0.0885 0.71 IvQ I 2+ 5 0.0934 0.71 IvQ 2+10 0.0983 0.71 IVQ I ! I 2+15 0.1032 0.71 IvQ I II I 2+20 0.1081 0.71 IvQ 2+25 0.1130 0.71 IvQ I 2+30 0.1179 0.71 IVQ 2+35 0.1233 0.78 V Q I I 2+40 0.1293 0.87 V Q 2+45 0.1354 0.89 �V Q 2+50 0.1415 0.89 IV Q 50 0.1538 0.89 :V Q 3+ 3+ 5 0.1599 0.89 V Q I I 3+10 0.1660 0.89 IV V Q 3+15 0.1722 0.89 Q ! 3+20 0.1783 0.89 1 VQ I ( I I Page 7 CDEVELOPED24100.OUt 3+25 0.1844 0.89 I VQ I I I I 3+30 0.1905 0.89 I VQ 3+35 0.1967 0.89 I VQ I I 3+40 0.2028 0.89 I VQ I I 3+45 0.2089 0.89 I VQ 3+50 0.2155 0.96 I VQ I I I I 3+55 0.2228 1.05 I V Q I I 4+ 0 0.2301 1.06 I V Q 4+ 5 0.2375 1.07 I V Q I I I 4+10 0.2448 1.07 I V Q I I I I 4+15 0.2522 1.07 I V Q I 4+20 0.2600 1.14 I V Q 4+25 0.2685 1.23 I VQ 4+30 0.2770 1.24 I VQ I I 4+35 0.2856 1.25 I VQ 4+40 0.2942 1.25 I VQ 4+45 0.3028 1.25 I VQ 4+50 0.3118 1.32 ( V Q 4+55 0.3215 1.41 I V Q 5+ 0 0.3313 1.42 I V Q 5+ 5 0.3401 1.28 I V Q 5+10 0.3477 1.10 I VQ 5+15 0.3551 1.07 I Q 5+20 0.3629 1.14 I Q 5+25 0.3714 1.23 I Q I I 5+30 0.3799 1.24 I Q 5+35 0.3890 1,.32 ( VQ I I 5+40 0.3987 1.41 VQ I I 5+45 0.4085 1.42 = VQ 5+50 0.4183 1.42 ( VQ I 5+55 0.4281 1.42 I VQ 6+ 0 0.4379 1.42 I Q I I I 6+ 5 0.4482 1.50 I Q 6+10 0.4591 1.59 I VQ 6+15 0.4701 1.60 ( VQ I 6+20 0.4811 1.60 I VQ 6+25 0.4922 1.60 I VQ 6+30 0.5032 1.60 I VQ I I I 6+35 0.5147 1.67 I VQ 6+40 0.5268 1.76 VQ I 6+45 0.5391 1.78 VQ ( II 6+50 0.5513 1.78 I VQ I I 6+55 0.5636 1.78 VQ I I I 7+ 0 0.5758 1.78 VQ I I 7+ 5 0.5881 1.78 VQ I I 7+10 0.6003 1.78 VQ I 7+15 0.6126 1.78 Q 7+20 0.6253 1.85 ( Q 7+25 0.6387 1.94 ( Q 7+30 0.6522 1.95 ( Q 7+35 0.6661 2.03 ( VQ I 7+40 0.6807 2.12 VQ I 7+45 0.6954 2.13 VQ I 7+50 0.7106 2.21 I Q I I 7+55 0.7264 2.30 ( VQI ! 8+ 0 0.7423 2.31 I VQI I! 8+ 5 0.7522 1.43 Q V 8+10 0.7545 0.34 I Q V I ( I I 8+15 0.7560 0.21 Q V I I 8+20 0.7574 0.20 Q V I ( I 8+25 0.7589 0.23 Q V I I 8+30 0.7606 0.25 IQ v l I 8+35 0.7635 0.42 IQ V Page 8 CDEVELOPED24100.out 8+40 0.7678 0.62 I Q V 8+45 0.7724 0.67 i Q V I I I I 8+50 0.7783 0.85 1 Q V I I I I 8+55 0.7855 1.05 1 Q V I I I I 9+ 0 0.7931 1.10 1 Q VI 9+ 5 0.8028 1.42 1 Q VI I I 1 9+10 0.8152 1.80 1 Q VI 9+15 0.8281 1.88 1 Q VI 9+20 0.8423 2.05 ( QVI ! I I 9+25 0.8578 2.26 I QI I 9+30 0.8737 2.31 1 QI 9+35 0.8908 2.48 1 Qv 1 9+40 0.9092 2.68 Q 9+45 0.9280 2.73 : Q 9+50 0.9480 2.90 1 VQ 9+55 0.9694 3.11 I IVQ 10+ 0 0.9911 3.15 ( IVQ 10+ 5 1.0060 2.17 1 Q IV I I I 10+10 1.0124 0.93 1 Q IV I I 10+15 1.0177 0.77 1 Q IV I I 10+20 1.0229 0.76 1 Q IV 10+25 1.0283 0.78 1 Q IV 10+30 1.0338 0.80 1 Q IV I 10+35 1.0445 1.55 I Q IV I I I 10+40 1.0615 2.47 1 QI V I I I 10+45 1.0796 2.62 1 Q V 10+50 1.0980 2.67 1 Q V 10+55 1.1165 2.69 1 Q V 11+ 0 1.1352 2.71 1 Q V 1 I I 11+ 5 1.1530 2.59 Q V I I II 11+10 1.1698 2.43 QI v ! 11+15 1.1865 2.43 QI V ! I 11+20 1.2033 2.44 1 QI V I 1 11+25 1.2203 2.46 I QI V 11+30 1.2374 2.49 I QI V 1 11+35 1.2527 2.22 I Q I V 11+40 1.2656 1.88 1 Q I V I 11+45 1.2783 1.85 I Q I V 11+50 1.2921 2.00 1 Q 1 V I 1 11+55 1.3073 2.20 1 Q V 12+ 0 1.3228 2.25 1 Q� V I I 12+ 5 1.3454 3.29 I ( Q V ( I 1 12+10 1.3769 4.57 1 I v Q I 1 1 12+15 1.4098 4.78 I I V QI 12+20 1.4441 4.97 I I V QI 12+25 1.4797 5.17 I I V Q 12+30 1.5157 5.22 I I V� Q ! 12+35 1.5538 5.53 V I Q I I! 12+40 1.5945 5.92 V I Q 12+45 1.6357 5.99 V I Q 12+50 1.6782 6.16 VI Q I! 12+55 1.7220 6.36 VI Q 13+ 0 1.7661 6.41 1 V Q I 13+ 5 1.8154 7.15 I V Q 13+10 1.8710 8.08 �v Q 13+15 1.9277 8.23 v Q 13+20 1.9846 8.27 ( v Q 13+25 2.0417 8.29 i I V Q 13+30 2.0989 8.31 I V I Q 13+35 2.1453 6.74 I V Q 13+40 2.1782 4.77 QI V 13+45 2.2092 4.50 1 I Q I V I 13+50 2.2400 4.47 ( 1 Q I V Page 9 CDEVELOPED24100.Out 13+55 2.2709 4.49 I I Q I V 14+ 0 2.3020 4.51 I I Q I V I 14+ 5 2.3372 5.11 I I Q V I I 14+10 2.3774 5.85 I I I Q V 14+15 2.4185 5.97 I ( I Q V 1 I 14+20 2.4589 5.86 I I I Q V 14+25 2.4982 5.70 I I I Q V I I 14+30 2.5374 5.69 I ( 1 Q VI 14+35 2.5767 5.71 I I 1 Q VI 14+40 2.6161 5.72 I I 1 Q VI 14+45 2.6556 5.74 1 I I Q V 14+50 2.6943 5.62 I I I Q V II 14+55 2.7319 5.45 I 1 IQ IV 15+ 0 2.7694 5.44 I 1 IQ IV 15+ 5 2.8060 5.31 I I IQ I V I 15+10 2.8414 5.15 I I Q I v 15+15 2.8768 5.14 I I Q I V 15+20 2.9114 5.01 I I Q I V 15+25 2.9447 4.85 I I QI I V 15+30 2.9781 4.84 I I QI I V 15+35 3.0075 4.27 I I Q I ! V 15+40 3.0320 3.57 I Q I I V I 15+45 3.0560 3.48 = I Q I I V 15+50 3.0800 3.48 I I Q I I V 15+55 3.1040 3.50 ( I Q I I V 16+ 0 3.1282 3.51 I ( Q ! I V I 16+ 5 3.1446 2.38 I QI I I V 16+10 3.1512 0.95 I Q I I I V 16+15 3.1563 0.75 I Q I I V 16+20 3.1612 0.71 I Q I I V 16+25 3.1661 0.71 ( Q ( I V II 16+30 3.1710 0.71 1 Q I I V 16+35 3.1754 0.64 I Q I I V 16+40 3.1792 0.55 Q I I V 16+45 3.1829 0.5-4 i Q I I V 16+50 3.1866 0.53 I Q I I V 16+55 3.1903 0.53 Q I I V I 17+ 0 3.1939 0.53 Q I I V 17+ 5 3.1986 0.68 I Q I I V 17+10 3.2045 0.86 I Q I I V 17+15 3.2106 0.88 I Q I V 17+20 3.2167 0.89 Q I V 17+25 3.2229 0.89 Q ( I V 17+30 3.2290 0.89 Q I V 17+35 3.2351 0.89 I Q I v 17+40 3.2412 0.89 I Q I v 17+45 3.2474 0.89 Q I V 17+50 3.2530 0.82 Q I V 17+55 3.2580 0.73 ( Q I V 18+ 0 3.2629 0.71 I Q I v l 18+ 5 3.2678 0.71 I Q I v l 18+10 3.2727 0.71 I Q v 18+15 3.2776 0.71 I Q v 18+20 3.2825 0.71 I Q I V 18+25 3.2874 0.71 I Q I v 18+30 3.2923 0.71 I Q I v l 18+35 3.2967 0.64 I Q v I 18+40 3.3005 0.55 I Q v I 18+45 3.3042 0.54 I Q I I V I 18+50 3.3074 0.46 IQ I v 18+55 3.3099 0.37 IQ I V 1 19+ 0 3.3124 0.36 IQ I v 1 19+ 5 3.3153 0.43 IQ I V Page 10 CDEVELOPED24100.out 19+10 3.3189 0.52 I Q I I I v l 19+15 3.3226 0.53 I Q I I I v l 19+20 3.3267 0.61 I Q I I I v l 19+25 3.3315 0.70 I Q I I I v l 19+30 3.3364 0.71 I Q I I I v l 19+35 3.3408 0.64 I Q I I I v l 19+40 3.3446 0.55 I Q I I I v l 19+45 3.3483 0.54 1 Q I I I v l 19+50 3.3515 0.46 IQ I I I v 1 19+55 3.3540 0.37 IQ I I I v 1 20+ 0 3.3565 0.36 IQ 1 I I v 1 20+ 5 3.3594 0.43 IQ I I I v 1 20+10 3.3630 0.52 I Q I I I v l 20+15 3.3667 0.53 I Q I I I v l 20+20 3.3703 0.53 1 Q I I I v l 20+25 3.3740 0.53 I Q ( I I v l 20+30 3.3777 0.53 I Q I I I v l 20+35 3.3814 0.53 I Q I I I v l 20+40 3.3850 0.53 I Q I I I v l 20+45 3.3887 0.53 I Q I I I v l 20+50 3.3919 0.46 IQ I I I v 1 20+55 3.3944 0.37 IQ I I I v 1 21+ 0 3.3969 0.36 IQ I I I v 1 21+ 5 3.3998 0.43 IQ I I I v l 21+10 3.4034 0.52 I Q I I I v l 21+15 3.4071 0.53 1 Q I I I v l 21+20 3.4103 0.46 IQ I I I v 1 21+25 3.4128 0.37 IQ I I I VI 21+30 3.4153 0.36 IQ I I I VI 21+35 3.4182 0.43 IQ I I I v1 21+40 3.4218 0.52 1 Q I I I vl 21+45 3.4255 0.53 1 Q I I I v1 21+50 3.4286 0.46 IQ I I I vl 21+55 3.4312 0.37 IQ I I I VI 22+ 0 3.4336 0.36 IQ I I I VI 22+ 5 3.4366 0.43 IQ I I I vl 22+10 3.4402 0.52 I Q I I I v1 22+15 3.4438 0.53 I Q I I I vl 22+20 3.4470 0.46 IQ I I I VI 22+25 3.4496 0.37 IQ I I I v1 22+30 3.4520 0.36 IQ I I I v1 22+35 3.4545 0.36 IQ I I I vI 22+40 3.4569 0.36 IQ I I I VI 22+45 3.4594 0.36 IQ I I I v1 22+50 3.4618 0.36 IQ I I I vI 22+55 3.4643 0.36 IQ I I I VI 23+ 0 3.4667 0.36 IQ I I I v1 23+ 5 3.4692 0.36 IQ I I I vI 23+10 3.4716 0.36 IQ I I I v1 23+15 3.4741 0.36 IQ I I I v1 23+20 3.4765 0.36 IQ I I I VI 23+25 3.4790 0.36 IQ I I I v1 23+30 3.4814 0.36 IQ I I I v1 23+35 3.4839 0.36 IQ I I I vI 23+40 3.4863 0.36 IQ I I I v1 23+45 3.4888 0.36 IQ I I I v1 23+50 3.4912 0.36 IQ I I I vl 23+55 3.4937 0.36 IQ I I I v1 24+ 0 3.4961 0.36 IQ I l I vI 24+ 5 3.4976 0.21 Q I I I VI 24+10 3.4978 0.03 Q I I I v1 24+15 3.4978 0.00 Q I I I v ------------------------------------------------------------------------ Page 11 : . MEN ■ - ON 1 . . J7 r �� ' 1 —7 1 ■ � Ir ' : `■ 1 • 1 C II iME No , 0 i ■ ■ ■ MEN ■ r _ .Z ON 1 • ' 1 ' . 4■ . ' rr f Arm `• dr 1 I � ' 7 1 — NJ I ■ . . ■ ■ 0 MEN 1 •ME . _ . ■ • 1 . . ME ON r •ti ''M '. r n i• ' •• ' r i a. • J. ' • T ir 1M ON 1 _ — , 1 �I m 0 . 1 r 0 MEN 11 0 0 L 40 SEE _ ■ : ol 00 •■ 1 J •ice 9 1 CROUTE0302.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - .2001 Study date: 05/11/05 ------------------------------------------------------- --- --- --- ----- TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 2 YEAR, 3 HOUR STORM EVENT BY: MATTHEW W. BUSCH --------------------------- ------- ----------------------------------- Hunsacker & Associates Irvine, Inc. - S/N 901 -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED32.rte ;;:: ***;; * ***HYDROGRAPH DATA**************************** Number of intervals = 39 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 7.542 (CFS) Total volume = 0.577 (AC.Ft) Status of hydrographs being held in storage stream 1 Stream 2 Stream 3 stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/station 301.000 to Point/station 302.000 **** RETARDING BASIN ROUTING **** user entry of depth-outflow-storage data -------------------------------------------------------------------- Total number of inflow hydrograph intervals = 39 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) -------------------------------------------------------------------- ---------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC.Ft) Initial basin outflow = 0.00 (CFS) --------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. Storage and Depth vs. Discharge data: Basin Depth Storage outflow (S-o*dt/2) (S+o*dt/2) (Ft.) (AC.Ft) (CFS) (AC.Ft) (AC.Ft) --------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Page 1 CROUTE0302.out Graph values: 'I'= unit inflow; '0'=outflow at time shown ----------------------- - --_ Time Inflow outflow storage Depth (Hours) (CFS) (CFS) (AC. Ft) .0 1.9 3.77 5.66 7.54 (Ft.) 0.083 0.47 0.02 0.002 of I I ( I 0.03 0.167 1.06 0.10 0.006 0 1 I I I I 0.11 0.250 1.07 0.20 0.013 o 1 I I I I 0.22 0.333 1.14 0.29 0.019 to I 1 I I I 0.32 0.417 1.31 0.38 0.025 to 1 1 ( I I 0.43 0.500 1.44 0.48 0.031 1 O 1 1 I I I 0.54 0. 583 1.47 0.58 0.038 I O I I ( I I 0.65 0.667 1.46 0.67 0.043 I o 1 1 I I ( 0.75 0.750 1.58 0.76 0.049 1 o 1 1 I I I 0.84 0.833 1.49 0.84 0.054 I o 1 1 I I I 0.93 0.917 1.39 0.90 0.058 I o 1 I = 1 1.0 0 1.000 1.49 0.94 0.061 1 0 1 I ! 1.0 1.083 1.73 1.00 0.066 1 o II I I I 1.06 1.167 1.92 1.07 0.071 1 o 1 I ( I 1.11 1.250 1.95 1.14 0.077 1 0 1 ( I 1.15 1.333 1.88 1.21 0.082 1 0 11 I I 1.19 1.417 2.01 1.27 0.087 I 0 1 I ! I 1.23 1.500 2.30 1.35 0.093 I 0 11 1 I I 1.28 1.583 2.28 1.43 0.099 I O 11 1 I I 1.33 1.667 2.26 1.50 0.105 I 0 11 I 1 ( 1.37 1.750 2.60 1.58 0.111 1 0 1 1 I I I 1.42 1.833 2.81 1.67 0.118 ( 01 1 1 I I 1.48 1.917 2.69 1.76 0.125 1 01 1 1 I I 1.54 2.000 2.63 1.84 0.131 1 01 1 1 I I 1.59 2.083 2.70 1.91 0.137 1 0 1 I ( 1 1.63 2.167 2.25 1.96 0.141 1 of ( I I 1.66 2.250 2.21 1.98 0.142 1 oI ( I I 1.67 2.333 1.76 1.98 0.142 I to I I 1 1.68 2.417 2.88 2.01 0.145 I O 1 I 1 I 1.69 2.500 6.05 2.22 0.161 1 10 I I1 I 1.82 2.583 7.54 2.77 0.190 1 1 0 ( I i 2.05 2.667 6.83 3.74 0.218 I 1 01 I I I 2.23 2.750 3.76 4.08 0.227 1 1 110 I I 2.30 2.833 2.00 3.82 0.220 1 1 0 ( I 2.25 2.917 1.65 3.38 0.208 I 11 0 1 I I 2.17 3.000 1.17 2.95 0.195 I 1 I o I I 2.08 3.083 0.41 2.49 0.182 I1 1 0 I I I 1.99 3.167 0.06 2.30 0.167 1 10 1 I I 1.87 3.250 0.01 2.11 0.152 1 0 I I I 1.75 3.333 0.00 1.93 0.138 1 0 I I I 1.64 3.417 0.00 1.77 0.126 1 01 I 1.54 3.500 0.00 1.62 0.114 1 o 1 I 1.45 3.583 0.00 1.48 0.103 1 o I ( 1.36 3.667 0.00 1.36 0.094 1 0 1 1.29 3.750 0.00 1.24 0.085 1 o I I 1.21 3.833 0.00 1.14 0.077 1 0 I I I 1.15 3.917 0.00 1.04 0.069 1 0 I I 1.09 4.000 0.00 0.95 0.062 1 0 I I I 1.03 4.083 0.00 0.87 0.056 1 o I I 0.96 4.167 0.00 0.78 0.050 1 0 I I I I 0.87 4.250 0.00 0.70 0.045 1 0 I I I I 0.78 4.333 0.00 0.63 0.041 1 0 I I I I 0.70 4.417 0.00 0.57 0.036 1 O I I : 0.63 4.500 0.00 0.51 0.033 1 0 4.583 0.00 0.46 0.029 to I I I I 0.51 4.667 0.00 0.41 0.026 IO I I I 0.46 0.41 4.833 0.00 0.33 0.021 to ( I I I 0.37 4.917 0.00 0.30 0.019 to I I I 0.33 Page 2 CROUTE0302.out 5.000 0.00 0.27 0.017 10 I I I I 0.30 5.083 0.00 0.24 0.015 10 I I I I 0.27 5.167 0.00 0.22 0.014 0 I I I I 0.24 5.250 0.00 0.19 0.012 0 I I I I 0.22 5.333 0.00 0.17 0.011 0 I I I I 0.19 5.417 0.00 0.16 0.010 0 I I I I 0.17 5. 500 0.00 0.14 0.009 0 I ! I I 0.16 5. 583 0.00 0.13 0.008 0 ( I I I 0.14 5.667 0.00 0.11 0.007 0 I I 0.13 5.750 0.00 0.10 0.007 0 I = = i 0.11 5.833 0.00 0.09 0.006 0 I I I I 0.10 Remaining water in basin = 0.01 (Ac.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 70 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 4.079 (CFS) Total volume = 0.571 (Ac.Ft) status of hydrographs being held in storage Stream 1 stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ----------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/Station 302.000 **** STORE OR DELETE CURRENT HYDROGRAPH **** current stream hydrograph saved in file CROUTE0302.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (Ac.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 stream 4 stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** -------------------------------------------------------------------- Page 3 CROUTE0305.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (C) CIVILCADD/CIVILDESIGN, 1989 - 2001 study date: 05/11/05 TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 5 YEAR, 3 HOUR STORM EVENT BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED35.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 39 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 12.278 (CFS) Total volume = 0.746 (AC.Ft) status of hydrographs being held in storage Stream 1 stream 2 stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/Station 302.000 **** RETARDING BASIN ROUTING **** user entry of depth-outflow-storage data ------------------------------------------------------------------- Total number of inflow hydrograph intervals = 39 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) ------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC.Ft) Initial basin outflow = 0.00 (CFS) -------------------------------------------------------------------- ------------------------------------------------------------------- Depth vs. storage and Depth vs. Discharge data: Basin Depth Storage outflow (S-O*dt/2) (S+o*dt/2) (Ft.) (AC.Ft) (CFS) (AC.Ft) (AC.Ft) ---------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 -------------------------------------------------------------------- Hydrograph Detention Basin Routing -------------------------------------------------------------------- Page 1 CROUTE0305.out Graph values: 'I'= unit inflow; 'o'=outflow at time shown ------------------------------------------------------------------ Time Inflow outflow storage Depth (Hours) (CFs) (CFs) (AC.Ft) .0 3.1 6.14 9.21 12.28 (Ft.) 0.083 0.63 0.03 0.002 of I I I I 0.04 0.167 1.43 0.13 0.009 0 I I I I I 0.15 0.250 1.44 0.27 0.017 0 1 I I I I 0.30 0.333 1.54 0.39 0.025 10 I 1 ( I I 0.43 0.417 1.76 0.52 0.033 10 I 1 ( I 1 0.58 0.500 1.94 0.65 0.042 10 I 1 I I 1 0.73 0.583 1.99 0.79 0.051 1 0 I I I I I 0.87 0.667 1.98 0.91 0.058 l 0 I I I I I 1.00 0.750 2.14 1.00 0.066 t o I l I I I 1.06 0.833 2.01 1.09 0.073 t o I I I I 1.12 0.917 1.88 1.17 0.079 I 01 1 I I I 1.17 1.000 2.01 1.23 0.084 I O I I I I I 1.21 1.083 2.34 1.31 0.090 1 0 1 1 I ( I 1.26 1.167 2.60 1.41 0.098 I o 1 1 I I I 1.32 1.250 2.64 1.51 0.106 I o I I I I I 1.38 1.333 2.55 1.60 0.113 I o 1 1 I I I 1.44 1.417 1.57 1.64 0.116 I o I ( ( I 1.46 1.500 0.59 1.59 0.112 11 o 1 I ( I 1.43 1.583 1.50 1.55 0.109 I Io 1 I I I 1.40 1.667 1.73 1.55 0.109 I 0 I I I I 1.41 1.750 1.31 1.55 0.109 I io I I I I 1.41 1.833 1.70 1.55 0.109 I 0 ( ( I I 1.40 1.917 1.34 1.54 0.108 I 10 I I I I 1.40 2.000 1.17 1.52 0.106 l 0 I ( I I 1.39 2.083 1.35 1.50 0.105 1 0 I I I 1.37 2.167 2.56 1.54 0.108 I 0 1 1 I I 1.40 2.250 4.71 1.71 0.122 I 0 I 1 I ( 1.51 2.333 4.41 1.95 0.140 I 0 1 1 I I 1.66 2.417 5.98 2.23 0.162 I 0 1 I I I 1.83 2.500 10.26 3.09 0.199 I 0 ( I I 2.11 2.583 12.28 4.88 0.250 1 I 0 I 1 I 2.45 2.667 11.32 6.40 0.292 I I 0 I I I 2.74 2.750 6.32 6.93 0.307 I I 1 0 I 1 2.84 2.833 2.88 6.42 0.292 1 II 0 1 1 2.74 2.917 2.26 5.57 0.269 I 1 I 0 I ( 2.58 3.000 1.58 4.77 0.246 1 I I 0 I I 2.43 3.083 0.55 3.96 0.224 11 1 O I I 2.28 3.167 0.08 3.16 0.201 I 0 ( I I 2.12 3.250 0.01 2.49 0.182 I 0 I I I I 1•99 3.333 0.00 2.28 0.166 I 0 1 I ! I 1.86 3.417 0.00 2.09 0.151 I 0 1 I I 1.74 3.500 0.00 1.91 0.137 I 0 I I I 1.63 3.583 0.00 1.75 0.124 I 0 I I I 1.53 3.667 0.00 1.60 0.113 I 0 I I I I 1.44 3.750 0.00 1.47 0.102 1 0 I I I I 1.35 3.833 0.00 1.34 0.093 1 0 I I I I 1.28 3.917 0.00 1.23 0.084 1 0 I I I 1.21 4.000 0.00 1.13 0.076 1 0 I I I 1.14 4.083 0.00 1.03 0.068 1 0 I I I 1.08 4.167 0.00 0.94 0.061 1 0 I I I 1.03 4.333 0.00 0.77 0.050 1 0 = _ : 0.86 4.417 0.00 0.69 0.045 10 ( ( I 0.77 4.500 0.00 0.62 0.040 10 I I I 0.69 4.583 0.00 0.56 0.036 Io I I I 0.62 4.667 0.00 0.50 0.032 10 I I I 0.56 4.750 0.00 0.45 0.029 10 I I I 0.50 4.833 0.00 0.41 0.026 10 I I 0.45 4.917 0.00 0.36 0.023 0 I = I 0.40 Page 2 CROUTE0305.out 5.000 0.00 0.33 0.021 0 I I I I 0.36 5.083 0.00 0.29 0.019 0 I I I I 0.33 5.167 0.00 0.26 0.017 0 ( I I I 0.29 5.250 0.00 0.24 0.015 0 I I I I 0.26 5.333 0.00 0.21 0.014 o I I I I 0.24 5.417 0.00 0.19 0.012 0 I I I I 0.21 5.500 0.00 0.17 0.011 0 I I ( I 0.19 5.583 0.00 0.15 0.010 0 I I 1 I 0.17 5.667 0.00 0.14 0.009 0 I I I I 0.15 5.750 0.00 0.12 0.008 0 I I I I 0.14 5.833 0.00 0.11 0.007 0 I ( I I 0.12 5.917 0.00 0.10 0.007 o I I I I 0.11 6.000 0.00 0.09 0.006 o I I I I 0.10 Remaining water in basin = 0.01 (Ac.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 72 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 6.931 (CFS) Total volume = 0.741 (AC.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/Station 302.000 **** STORE OR DELETE CURRENT HYDROGRAPH **** Current stream hydrograph saved in file CROUTE0305. rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (Ac.Ft) status of hydrographs being held in storage Stream 1 stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 -------------------------------------------------------------------- Page 3 CROUTE0310.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (C) CIVILCADD/CIVILDESIGN, 1989 - 2001 Study date: 05/11/05 ------------------------------------------------------------ --------- TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 10 YEAR, 3 HOUR STORM EVENT BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Hunsacker & Associates Irvine, Inc. - S/N 901 -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED310.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 39 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 17.397 (CFS) Total volume = 1.029 (AC.Ft) status of hydrographs being held in storage Stream 1 Stream 2 stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** -}-++.++.-f-.....++++++++-1-....++++-I-++++++++++++++++++++++++++-I-.-1-+-I-....-f...F Process from Point/Station 301.000 to Point/Station 302.000 **** RETARDING BASIN ROUTING **** user entry of depth-outflow-storage data -------------------------------------------------------------------- Total number of inflow hydrograph intervals = 39 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) ------------------------------------------------------------------ -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC.Ft) initial basin outflow = 0.00 (CFS) --------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. storage and Depth Vs. Discharge data: Basin Depth Storage outflow (S-o*dt/2) (5+o*dt/2) (Ft.) (AC.Ft) (CFS) (AC.Ft) (AC.Ft) --------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 -------------------------------------------------------------------- Hydrograph Detention Basin Routing -------------------------------------------------------------------- Page 1 CROUTE0310.out Graph values: 'I'= unit inflow; '0'=outflow at time shown ------------------------------------------------------------------- -- Time Inflow Outflow Storage Depth (Hours) (CFS) (CFS) (AC.Ft) .0 4.3 8.70 13.05 17.40 (Ft.) 0.083 0.76 0.04 0.002 OI I I I ( 0.04 0.167 1.71 0.16 0.010 0 I I I I I 0.18 0.250 1.73 0.32 0.020 0 I I 1 I I 0.35 0.333 1.84 0.47 0.030 0 I ( I I ( 0.52 0.417 2.11 0.62 0.040 10 I 1 1 1 1 0.69 0.500 1.59 0.74 0.048 IoI I I 1 1 0.83 0. 583 1.45 0.82 0.053 IoI I I 1 1 0.91 0.667 1.49 0.89 0.057 IoI I I 1 I 0.99 0.750 0.87 0.92 0.059 10 1 ( I I 1.01 0.833 1.35 0.93 0.061 IoI 1 I I I 1.02 0.917 1.24 0.96 0.063 IoI I 1 I 1 1.04 1.000 0.58 0.96 0.063 10 I I I 1.04 1.083 1.22 0.95 0.062 IoI I I I 1.03 1.167 1.82 1.00 0.066 10 I 1 1 1 1 1.06 1.250 1.91 1.07 0.072 Io I I I I 1 1.11 1.333 1.69 1.13 0.076 1 oI I I I I 1.15 1.417 2.10 1.20 0.081 1 OI I ( I 1 1.19 1.500 3.05 1.31 0.090 1 0 i t I I I 1.26 1.583 2.96 1.46 0.102 1 o I I ( I I 1.35 1.667 2.92 1.58 0.111 1 0 I I I I 1.43 1.750 4.00 1.74 0.124 1 0 II I 1 1.53 1.833 4.69 1.96 0.141 1 o I I ( I 1.66 1.917 4.30 2.18 0.158 1 0 II I ( I 1.80 2.000 4.11 2.35 0.171 1 0 II I I I 1.90 2.083 4.32 2.51 0.183 1 o II I 1 1 2.00 2.167 5.77 3.07 0.199 1 0 1 i 1 1 I 2.11 2.250 8.33 3.94 0.223 1 01 II 1 1 2.27 2.333 7.98 4.87 0.249 1 0 11 I I 2.45 2.417 9.86 5.76 0.274 1 1 0 1 i I I 2.61 2.500 14.98 7.22 0.315 1 1 0 1 I I I 2.89 2.583 17.40 9.61 0.368 1 1 10 1 I 3.22 2.667 16.25 11.67 0.411 1 1 1 0 1 I I 3.47 2.750 8.54 11.87 0.415 1 1 iI 0 1 I 3.49 2.833 2.16 10.01 0.377 1 i 1 0 1 I 3.27 2.917 0.97 7.65 0.327 II o 1 1 1 2.97 3.000 0.82 6.16 0.285 li 10 1 1 1 2.69 3.083 0.50 4.96 0.252 I 10 1 1 I 2.46 3.167 0.07 3.93 0.223 I o 1 1 1 2.27 3.250 0.01 3.08 0.199 I 0 I 1 2.11 3.333 0.00 2.46 0.180 I o 1 I 1.98 3.417 0.00 2.25 0.164 I 0 1 I 1.85 3.500 0.00 2.06 0.149 i o 1 1 1.73 3.583 0.00 1.89 0.135 I 0 1 I 1.62 3.667 0.00 1.73 0.123 I 0 1 I 1.52 3.750 0.00 1.58 0.111 I 0 I I 1.43 3.833 0.00 1.45 0.101 I 0 1 1 1.34 3.917 0.00 1.33 0.091 10 1 1 I 1.27 4.000 0.00 1.22 0.083 10 1 I I 1.20 4.083 0.00 1.11 0.075 I o I I I I 1.13 4.167 0.00 1.02 0.067 IO I I I 1.07 4.250 0.00 0.93 0.061 IO I I I 1.02 4.333 0.00 0.85 0.054 Io I 1 0.94 4.417 0.00 0.76 0.049 IO I I I 0.84 4.500 0.00 0.68 0.044 IO I I I ( 0.76 4.583 0.00 0.61 0.040 IO I I I 0.68 4.667 0.00 0.55 0.036 io I I I 0.61 4.750 0.00 0.50 0.032 0 I I I I 0.55 4.833 0.00 0.44 0.029 0 1 1 1 0.49 4.917 0.00 0.40 0.026 0 . I 1 I 0.44 Page 2 CROUTE0310.out 5.000 0.00 0.36 0.023 0 I I I I 0.40 5.083 0.00 0.32 0.021 o I I I ( 0.36 5.167 0.00 0.29 0.019 O I I I I 0.32 5.250 0.00 0.26 0.017 o I I I I 0.29 5.333 0.00 0.23 0.015 o I I I I 0.26 5.417 0.00 0.21 0.014 0 I I I I 0.23 5.500 0.00 0.19 0.012 o I I I ( 0.21 5.583 0.00 0.17 0.011 0 I I I I 0.19 5.667 0.00 0.15 0.010 0 I I ( I 0.17 5.750 0.00 0.14 0.009 0 I I I I 0.15 5.833 0.00 0.12 0.008 0 I I I I 0.14 5.917 0.00 0.11 0.007 o ( I I I 0.12 6.000 0.00 0.10 0.006 o I I I I 0.11 Remaining water in basin = 0.01 (AC.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 72 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 11.874 (CFS) Total volume = 1.023 (AC.Ft) Status of hydrographs being held in storage Stream 1 stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ---------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/Station. 302.000 **** STORE OR DELETE CURRENT HYDROGRAPH **** Current stream hydrograph saved in file CROUTE0310.rte ***x************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (AC.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** --------------------------------------------------------------------- Page 3 CROUTE03100.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2001 study date: 05/11/05 -------------------------------- -------------------------- TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 100 YEAR, 3 HOUR STORM EVENT BY: MATTHEW W. BUSCH ---------------------- ---------------------------------------------- Hunsacker & Associates Irvine, Inc. - S/N 901 ---------------------------------------------------------...------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED3100.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 39 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 29.300 (CFS) Total volume = 1.991 (AC.Ft) status of hydrographs being held in storage stream 1 Stream 2 Stream 3 stream 4 stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/Station 302.000 **** RETARDING BASIN ROUTING **** user entry of depth-outflow-storage data --------------------------------------------------------------------- Total number of inflow hydrograph intervals = 39 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) -------------------------------------------------------------------- ----------------------------------------------------- ---------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC.Ft) Initial basin outflow = 0.00 (CFS) --------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. storage and Depth vs. Discharge data: Basin De th storage outflow (S-o*dt/2) (S+o*dt/2) (Ft.� (AC.Ft) (CFS) (AC.Ft) (AC.Ft) ---------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 ---------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Page 1 CROUTE03100.out Graph values: '1'= unit inflow; '0'=outflow at time shown --- - ------------------------ Time Inflow outflow Storage Depth (Hours) (CFS) (CFS) (AC.Ft) .0 7.3 14.65 21.97 29.30 (Ft.) 0.083 0. 56 0.03 0.002 o I I 1 I 0.03 0.167 1.26 0.12 0.008 of I I I I 0.13 0.250 1.00 0.22 0.014 01 I I I I 0.24 0.333 1.28 0.31 0.020 o1 I I I I 0.35 0.417 2.12 0.45 0.029 0 1 I I I I 0.50 0.500 2.78 0.66 0.042 o 1 ( j 0.73 0.583 2.94 0.88 0.057 0 1 j 1 0.98 0.667 2.90 1.06 0.070 to I 1 I I 1.10 0.750 3.50 1.24 0.084 10 I 1 j 1 : 1.21 0.833 3.04 1.41 0.098 to I 1 I I I 1.32 0.917 2.56 1.53 0.107 lot 1 I I I 1.39 1.000 3.05 1.63 0.115 10 1 1 ( I I 1.46 1.083 4.24 1.80 0.129 10 1 I 1 1 I 1.57 1.167 5.21 2.05 0.148 1 o 1 I I ( ( 1.72 1.250 5.35 2.32 0.169 t o 1 1 I I I 1.89 1.333 5.02 2.67 0.188 t o 1 f I I I 2.03 1.417 5.65 3.25 0.204 1 0 1 1 I I 2.14 1.500 7.12 3.94 0.223 I o 11 I I 2.27 1.583 6.99 4.62 0.242 l o II I _ I 2.40 1.667 6.92 5.14 0.257 l 0 Il I I 2.50 1.833 9.66 6.46 0.294 I 00111 1 2.75 1.917 9.06 7.10 0.311 1 011 1 = j 2.87 2.000 8.76 7.49 0.322 1 01 ( 1 1 2.94 2.083 9.09 7.81 0.331 1 01 I I I 3.00 2.167 11.32 8.49 0.345 I 10 1 1 I I 3.08 2.250 15.29 9.87 0.374 1 10 1 I I 3.25 2.333 14.75 11.34 0.404 ( I 0 1 I I 3.43 2.417 17.65 12.72 0.433 ( I 0 1 1 I I 3.59 2.500 25.56 16.74 0.480 I I 10 1 1 I 3.85 2.583 29.30 22.52 0.534 I I I 0 11 4.12 2.667 27.53 25.71 0.564 I I I I 0 1 I 4.27 2.750 15.61 23.47 0.543 I I 11 10 1 4.17 2.833 5.75 16.55 0.478 l 1 I 10 I I 3.84 2.917 3.90 11.81 0.414 l 1 I o I I 3.48 3.000 2.69 9.38 0,364 l 1 10 I I 3.19 3.083 0.99 7.36 0.319 11 0 j 2.92 3.167 0.14 5.87 0.277 I 0 I ! 2.64 2.3.250 0.02 4.60 0.242 1 0 I 3.333 0.00 3.59 0.213 1 0 I I I I 2.21 3.417 0.00 2.80 0.191 10 I I 1 I 2.06 3.500 0.00 2.38 0.174 1 o ( j j 1.92 3.583 0.00 2.18 0.158 10 I I I 1.80 3.667 0.00 1.99 0.144 10 I I I I 1.68 3.750 0.00 1.83 0.130 10 I I I ( 1.58 3.833 0.00 1.67 0.118 IO I I I I 1.48 3.917 0.00 1.53 0.107 Io ( 1 j 1 1.39 4.000 0.00 1.40 0.097 Io I ( I I 1.31 4.083 0.00 1.28 0.088 10 j I I I 1.24 4.167 0.00 1.17 0.079 IO j j 1.17 4.250 0.00 1.08 0.072 IO ( 1 1.11 4.333 0.00 0.98 0.065 10 I I I 1.05 4.417 0.00 0.90 0.058 0 I j j ( 1.00 4.500 0.00 0.81 0.052 0 I j I j 0.90 4.583 0.00 0.73 0.047 0 I I 4.667 0.00 0.65 0.042 0 I I I 0.73 4.750 0.00 0.59 0.038 0 I I I 0.65 4.833 0.00 0.53 0.034 0 I I I I 0.59 4.917 0.00 0.47 0.031 o I I I I 0.53 Page 2 CROUTE03100.out 5.000 0.00 0.43 0.027 0 I I I I 0.47 5.083 0.00 0.38 0.025 o I I I I 0.43 5.167 0.00 0.34 0.022 0 - I I ( I 0.38 5.250 0.00 0.31 0.020 0 I I I I 0.34 5.333 0.00 0.28 0.018 o I I I I 0.31 5.417 0.00 0.25 0.016 0 I I I I 0.28 5.500 0.00 0.22 0.014 0 I I I I 0.25 5.583 0.00 0.20 0.013 0 I I I I 0.22 5.667 0.00 0.18 0.012 0 I I I I 0.20 5.750 0.00 0.16 0.010 0 I I I I 0.18 5.833 0.00 0.15 0.009 0 I I I i 0.16 5.917 0.00 0.13 0.008 0 I I I I 0.15 6.000 0.00 0.12 0.008 0 I j j ( 0.13 6.083 0.00 0.11 0.007 0 I I I I 0.12 6.167 0.00 0.10 0.006 0 I I I I 0.11 Remaining water in basin = 0.01 (Ac.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 74 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 25.707 (CFS) Total volume = 1.985 (Ac.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 ------------------------------------------------------------------ +++++++-1-.....}.+++++.4•++.................f..+++++++++++++++-f-++++-I-++++++H-+++ Process from Point/station 301.000 to Point/Station 302.000 **** STORE OR DELETE CURRENT HYDROGRAPH **** Current stream hydrograph saved in file CROUTE03100.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (Ac.Ft) status of hydrographs being held in storage stream 1 stream 2 stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** -------------------------------------------------------------------- Page 3 CROUTE0602.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2001 Study date: 05/11/05 ------------------- TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 2 YEAR, 6 HOUR STORM EVENT BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------- ------------------- ------------ HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED62.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 75 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 6.557 (CFS) Total volume = 0.748 (AC.Ft) Status of hydrographs being held in storage Stream 1 stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/station 301.000 to Point/station 302.000 **** RETARDING BASIN ROUTING **** user entry of depth-outflow-storage data -------------------------------------------------------------------- Total number of inflow hydrograph intervals = 75 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) -------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC.Ft) initial basin outflow = 0.00 (CFS) --------------------------------------------------------------------- ------------------------------------------------------------------- Depth vs. storage and Depth VS. Discharge data: Basin De th storage outflow (S-o*dt/2) (S+o*dt/2) (Ft.� (AC.Ft) (CFS) (AC.Ft) (AC.Ft) ---------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Page 1 CROUTE0602.out Graph values: 'I'= unit inflow; '0'=outflow at time shown --------------- ---------------------------------------------- --------- Time Inflow outflow storage Depth (Hours) (CFS) (CFS) (AC.Ft) .0 1.6 3.28 4.92 6.56 (Ft.) 0.083 0.25 0.01 0.001 OI I ( I I 0.01 0.167 0.62 0.06 0.004 o I I ( I I 0.06 0.250 0.73 0.12 0.008 0 1 I I ( I 0.13 0.333 0.75 0.18 0.012 o I I ( I I 0.20 0.417 0.75 0.24 0.015 10 I I I I I 0.27 0.500 0.80 0.29 0.019 10 I 1 I I I 0.33 0.583 0.86 0.35 0.022 to I I 1 I I 0.39 0.667 0.87 0.40 0.026 to I I 1 I I 0.44 0.750 0.87 0.45 0.029 1 o I I I I 0.50 0.833 0.87 0.49 0.032 1 o I I I I I 0.54 0.917 0.87 0.53 0.034 1 0 1 I I I ( 0.59 1.000 0.92 0.57 0.037 1 0 1 I I I ( 0.63 1.083 0.99 0.61 0.039 1 o 1 I I I I 0.67 1.167 0.99 0.64 0.042 1 of I I I I 0.72 1.250 1.00 0.68 0.044 1 of I I I I 0.76 1.333 1.00 0.71 0.046 1 01 ( I I I 0.79 1.417 1.00 0.74 0.048 1 o2 I I I I 0.82 1.500 1.00 0.77 0.049 I 01 I I I ( 0.85 1.583 1.00 0.79 0.051 I oI I I I 0.88 1.667 1.00 0.81 0.052 I oI I I I 0.90 1.750 1.00 0.83 0.053 I o I I I I 0.92 1.833 1.00 0.85 0.055 1 o I ( I I 0.94 1.917 1.00 0.86 0.056 1 0 I ! I 0.96 2.000 1.05 0.88 0.057 1 oI I I I 0.98 2.083 1.06 0.90 0.058 1 oI 1 ( I I 1.00 2.167 1.06 0.91 0.059 1 of I I I 1.01 2.250 1.11 0.92 0.060 1 oI 1 I 1 1.02 2.333 1.12 0.94 0.061 I oI I I I I 1.03 2.417 1.12 0.96 0.062 I oI I I I I 1.03 2. 500 1.12 0.97 0.063 1 oI I I I 1.04 2. 583 1.12 0.98 0.064 1 oI I I I 1.05 2.667 1.12 0.99 0.065 I 01 I I I 1.06 2.750 1.17 1.01 0.066 I oI I I I 1.07 2.833 1.23 1.02 0.068 1 o 1 1 I I I 1.08 2.917 1.24 1.04 0.069 I 01 I I I 1 1.09 3.000 1.25 1.06 0.070 1 01 I I I ( 1.10 3.083 1.25 1.07 0.072 1 01 1 I I 1.11 3.167 1.30 1.09 0.073 I 01 I I I 1.12 3.250 1.36 1.11 0.074 1 01 I I ( I 1.13 3.333 1.37 1.13 0.076 I 01 I 1 1.15 3.417 1.42 1.15 0.078 01 ( I 1.16 3.500 1.53 1.18 0.080 0 II I I 1.18 3.583 1.66 1.22 0.083 0 I I I I 1.20 3.667 1.73 1.26 0.086 1 0 1 I 1 1 1.22 3.750 1.79 1.30 0.089 ( O I ( I 1 1.25 3.833 1.86 1.34 0.093 I O 11 I I 1 1.28 3.917 1.92 1.39 0.096 1 O II I I I 1.31 4.000 1.98 1.44 0.100 1 011 1 1.34 4.083 2.04 1.49 0.104 1 011 = 1.37 4.167 2.16 1.54 0.108 1 01 1 1 1 1.40 4.250 2.28 1.59 0.112 1 01 1 1 I I 1.43 4.333 2.40 1.66 0.117 ( 0 I I 1 1.47 4.417 2.53 1.73 0.123 I o I I = 1.52 4.500 2.60 1.80 0.128 1 0 I I 1 1.56 4.583 2.66 1.87 0.134 1 10 I 1 1 1.60 4.667 2.78 1.94 0.139 I 10 1 1 I 1.65 4.750 1.70 1.96 0.141 I IO 1 1 1 1.67 4.833 0.28 1.88 0.135 11 10 ! I I 1.61 4.917 0.17 1.74 0.124 I 0 I I I 1.53 Page 2 CROUTE0602.out 5.000 0.36 1.62 0.114 11 01 1 1 1 1.45 5.083 1.02 1.54 0.108 ( I o1 I 1 1 1.40 5.167 2.17 1.54 0.108 ( 01 1 1 I 1 1.40 5.250 3.20 1.64 0.116 ( 0 11 1 ( 1.46 5.333 3.99 1.81 0.129 ( 0 ( I 1 ( 1.57 5.417 4.95 2.03 0.146 I 10 ( I ( 1.71 5. 500 6.56 2.35 0.171 I I o ( ( I 1.90 5. 583 5.50 2.91 0.194 I I O ( ( I ( 2.08 5.667 2.32 3.13 0.201 ( I 1 01 I I 2.12 5.750 1.15 2.82 0.192 ( 1 1 0 1 I I 2.06 5.833 0.74 2.47 0.180 11 I O ( I I 1.98 5.917 0.54 2.31 0.168 ( 1 l 0 I I I 1.88 6.000 0.35 2.15 0.156 11 l 0 I I I 1.78 6.083 0.16 1.99 0.143 1 10 I I I 1.68 6.167 0.02 1.83 0.131 1 o I I I 1.58 6.250 0.00 1.68 0.119 1 0 ( I I 1.49 6.333 0.00 1.54 0.108 1 01 I I I 1.40 6.417 0.00 1.41 0.098 1 0 1 I I I 1.32 6.500 0.00 1.29 0.088 1 0 1 I I 1.24 6.583 0.00 1.18 0.080 1 0 1 I I 1.17 6.667 0.00 1.08 0.072 1 0 ( ( 1 1.11 6.750 0.00 0.99 0.065 1 0 ( 1 1.06 6.833 0.00 0.91 0.058 1 0 I I I 1.00 6.917 0.00 0.81 0.053 1 0 I I I I 0.91 7.000 0.00 0.73 0.047 1 0 I I I I 0.81 7.083 0.00 0.66 0.042 1 o I I 0.73 7.167 0.00 0.59 0.038 1 0 1 ( : + 0.66 7.250 0.00 0.53 0.034 1 o I I I ( 0.59 7.333 0.00 0.48 0.031 1 0 I I ! I 0.53 7.417 0.00 0.43 0.028 1 o I I I I 0.48 7. 500 0.00 0.39 0.025 10 I I 1 I 0.43 7.583 0.00 0.35 0.022 10 I I I I 0.38 7.667 0.00 0.31 0.020 10 I I I I 0.35 7.750 0.00 0.28 0.018 10 I I I I 0.31 7.833 0.00 0.25 0.016 10 I I I I 0.28 7.917 0.00 0.23 0.015 10 ( I I I 0.25 8.000 0.00 0.20 0.013 o I ! I I 0.23 8.083 0.00 0.18 0.012 o I I I I 0.20 8.167 0.00 0.16 0.011 O I I I I 0.18 8.250 0.00 0.15 0.009 0 ( ( I I 0.16 8.333 0.00 0.13 0.009 0 ( I I I 0.15 8.417 0.00 0.12 0.008 0 I I ( ( 0.13 8.500 0.00 0.11 0.007 0 I I I I 0.12 8.583 0.00 0.10 0.006 0 ( ( ( ( 0.11 Remaining water in basin = 0.01 (AC.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 103 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 3.128 (CFS) Total volume = 0.743 (AC.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** --------------------------------------------------------------------- Page 3 CROUTE0602.out ++.+++++.++++++++++++-h+++.++++++++++++++++k+++++++++++++++++++++++++++ Process from Point/station 301.000 to Point/station 302.000 ** STORE OR DELETE CURRENT HYDROGRAPH **** Current stream hydrograph saved in file CROUTE0602.rte ***************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (AC.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** Page 4 CROUTE0605.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2001 study date: 05/11/05 ----------------------------------------------------------------- ----- TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 5 YEAR, 6 HOUR STORM EVENT BY: MATTHEW W. BUSCH --- ----- -------.....----------------- Hunsacker & Associates Irvine, Inc. - S/N 901 ------------------------------------------------------- ------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED65.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 75 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 10.948 (CFS) Total volume = 1.017 (AC.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/station 302.000 **** RETARDING BASIN ROUTING **** User entry of depth-outflow-storage data ---------------------------------------------------------------------- Total number of inflow hydrograph intervals = 75 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) -------------------------------------------------------------------- --------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC.Ft) Initial basin outflow = 0.00 (CFS) --------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. storage and Depth vs. Discharge data: Basin De th storage outflow (s-O*dt/2) (s+o*dt/2) (Ft.� (AC.Ft) (CFS) (AC.Ft) (AC.Ft) ------------------------------------------------------------------------ 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Page 1 CROUTE0605.out Graph values: 'i'= unit inflow; '0'=outflow at time shown Time inflow Outflow Storage Depth (Hours) (CFS) (CFS) (AC.Ft) .0 2.7 5.47 8.21 10.95 (Ft.) 0.083 0.34 0.02 0.001 0 I I I I 0.02 0.167 0.84 0.08 0.005 0 1 I I I I 0.08 0.250 0.98 0.16 0.010 0 1 I I I I 0.18 0.333 1.01 0.24 0.016 0 1 I I I I 0.27 0.417 1.01 0.32 0.021 o 1 I I I I 0.36 0.500 1.08 0.40 0.025 to i I 1 I I 0.44 0.583 1.16 0.47 0.030 10 1 I I I I 0. 52 0.667 1.18 0.54 0.035 10 1 I I I I 0.60 0.750 1.18 0.60 0.039 10 1 I I I I 0.67 0.833 1.18 0.66 0.043 .10 1 1 i I I 0.74 0.917 1.18 0.72 0.046 1 01 I I I I 0.79 1.000 1.25 0.77 0.049 1 01 I I I I 0.85 1.083 1.33 0.82 0.053 1 01 I 1 I I 0.91 1.167 1.34 0.87 0.056 1 01 I I I i 0.97 1.250 1.35 0.92 0.059 1 of I I I I 1.01 1.333 1.35 0.95 0.062 1 of I I I I 1.03 1.417 1.35 0.99 0.065 1 01 I I I I 1.05 1.500 1.35 1.02 0.067 1 01 I I I I 1.07 1.583 1.35 1.04 0.069 t o I I I ( 1.09 1.667 1.35 1.07 0.071 l 0 I I I I 1.11 1.750 1.35 1.09 0.073 l 0 I I I I 1.12 1.833 1.35 1.11 0.075 t o I I I I 1.13 1.917 1.35 1.13 0.076 l 0 I I I I 1.15 2.000 1.41 1.15 0.078 1 01 I ( I I 1.16 2.083 1.43 1.18 0.080 1 of I I I I 1.17 2.167 1.43 1.20 0.081 1 01 1 I I I 1.19 2.250 1.50 1.22 0.083 1 of I I I I 1.20 2.333 1.51 1.25 0.085 1 01 I I I I 1.22 2.417 1.51 1.27 0.087 1 01 I I I I 1.23 2.500 1.51 1.29 0.088 1 01 I I I I 1.24 2.583 1.51 1.31 0.090 1 o1 I 1 I I 1.25 2.667 1.51 1.32 0.091 1 o1 1 I I I 1.27 2.750 1.58 1.34 0.093 1 01 I I I I 1.28 2.833 1.67 1.37 0.095 1 o1 I I I I 1.29 2.917 1.68 1.39 0.097 1 o I I I I 1.31 3.000 1.68 1.42 0.098 1 0 I I I I 1.32 3.083 1.68 1.44 0.100 I o I I I I 1.34 3.167 1.75 1.46 0.102 1 of I I I I 1.35 3.250 1.84 1.49 0.104 I Oi I I I I 1.37 3.333 1.85 1.52 0.107 1 of I I I I 1.39 3.417 1.92 1.55 0.109 1 o1 I I I I 1.41 3.500 2.07 1.59 0.112 I 0 1 1 I I I 1.43 3.583 2.24 1.64 0.116 1 0 1 1 I I I 1.46 3.667 2.34 1.69 0.120 1 o 1 l I I I 1.50 3.750 2.42 1.75 0.124 I 0 11 I I I 1.53 3.833 2.51 1.81 0.129 1 0 z1 1 I I 1.57 3.917 2.59 1.87 0.134 1 0 11 I I I 1.61 4.000 2.68 1.94 0.139 1 0 11 I I I 1.65 4.083 2.76 2.00 0.144 1 0 1 I 1 I 1.69 4.167 1.73 2.02 0.146 I 0 1 I I I 1.70 4.250 0.49 1.95 0.140 11 0 1 1 I I 1.65 4.333 0.60 1.83 0.130 11 0 1 I i I 1.58 4.417 0.89 1.74 0.123 1 1 O I I I I 1.52 4.500 1.09 1.67 0.118 1 10 I I I I 1.48 4.583 1.26 1.63 0.115 1 io I I I I 1.46 4.667 1.57 1.61 0.114 I O I I I I 1.45 4.750 1.90 1.62 0.115 1 of I I I I 1.45 4.833 2.10 1.66 0.117 1 o 1 1 I I I 1.47 4.917 2.27 1.70 0.121 1 0 1 1 I I I 1. 50 Page 2 CROUTE0605.out 5.000 2.58 1.76 0.125 I 0 11 I I I 1.54 5.083 3.46 1.87 0.134 1 0 1 1 I I I 1.60 5.167 5.03 2.07 0.149 I O I 1 1 I I 1.73 5.250 6.42 2.38 0.173 I 0 1 1 1 I I 1.92 5.333 7.48 3.18 0.202 I 10 1 1 ( 1 2.13 5.417 8.78 4.27 0.232 I I 0 I 1 1 2.33 5.500 10.95 5.50 0.267 1 1 0 = 1 2.57 5.583 7.56 6.32 0.290 ( I 1 0 1 1 I 2.72 5.667 1.92 5.97 0.280 ( 1 1 10 I I 2.66 5.750 1.38 5.02 0.253 1 1 1 0 1 1 I 2.48 5.833 0.97 4.18 0.230 1 1 1 0 I I I 2.32 5.917 0.73 3.45 0.209 1 1 1 0 I I I 2.18 6.000 0.47 2.82 0.192 11 0 I I I 2.06 6.083 0.22 2.41 0.176 1 01 I I I 1.95 6.167 0.03 2.22 0.161 1 0 1 ( I I 1.83 6.250 0.00 2.04 0.147 1 0 1 I I I 1.71 6.333 0.00 1.86 0.133 1 0 1 I I I 1.60 6.417 0.00 1.71 0.121 1 0 I I I I 1.50 6.500 0.00 1.56 0.110 1 0 1 I I 1.41 6.583 0.00 1.43 0.099 1 0 ( = 1 1.33 6.667 0.00 1.31 0.090 1 0 I I 1.26 6.750 0.00 1.20 0.081 1 0 I I 1.19 6.833 0.00 1.10 0.073 1 o I I 1.12 6.917 0.00 1.00 0.066 1 o I I I 1 1.07 7.000 0.00 0.92 0.060 1 0 I I I I 1.01 7.083 0.00 0.83 0.054 1 0 I I I I 0.92 7.167 0.00 0.75 0.048 1 0 I ! I I 0.83 7.250 0.00 0.67 0.043 10 I I I 1 0.75 7.333 0.00 0.60 0.039 10 I I I 0.67 7.417 0.00 0.54 0.035 10 I I I 0.60 7.500 0.00 0.49 0.031 10 ( I I 0.54 7.583 0.00' 0.44 0.028 10 I I I I 0.49 7.667 0.00 0.39 0.025 10 I I I I 0.44 7.750 0.00 0.35 0.023 10 ( I ( I 0.39 7.833 0.00 0.32 0.020 0 I ( ( I 0.35 7.917 0.00 0.29 0.018 0 ( I I ( 0.32 8.000 0.00 0.26 0.017 o I I I I 0.28 8.083 0.00 0.23 0.015 O I I I I 0.26 8.167 0.00 0.21 0.013 0 I I I I 0.23 8.250 0.00 0.19 0.012 o I I I ! 0.21 8.333 0.00 0.17 0.011 0 I I I I 0.19 8.417 0.00 0.15 0.010 0 I I I 0.17 8.500 0.00 0.13 0.009 0 10.15 8.583 0.00 0.12 0.008 O I 0.13 8.`667 0.00 0.11 0.007 o = ( ' 0.12 8.750 0.00 0.10 0.006 O I ( I 0.11 Remaining water in basin = 0.01 (AC.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 105 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 6.322 (CFS) Total volume = 1.011 (AC.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 V01 (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ----------------------------------------------------------------------- Page 3 CROUTE0605.out -F-I--1--H--1--I--4--hf--f--F.f-.-F-F-Fi-+-F-F-F-F-F+-4-t-F-F-+-1--1....+i--f--f--F--1--F--Ff--4-.-1--1--F-F-F-4..4-i-I+4+++-1 1+++{ Process from Point/Station 301.000 to Point/Station 302.000 **** STORE OR DELETE CURRENT HYDROGRAPH **** Current stream hydrograph saved in file CROUTE0605.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (AC.Ft) Status of hydrographs being held in storage Stream 1 stream 2 stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** --------------------------------------------------------- Page 4 CROUTE0610.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (C) CIVILCADD/CIVILDESIGN, 1989 - 2001 study date: 05/11/05 TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 10 YEAR, 6 HOUR STORM EVENT BY: MATTHEW W. BUSCH Hunsacker & Associates Irvine, Inc. - S/N 901 ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED610.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 75 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 15.804 (CFS) Total volume = 1.417 (AC.Ft) status of hydrographs being held in storage stream 1 Stream 2 stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++-�++ Process from Point/station 301.000 to Point/station 302.000 **** RETARDING BASIN ROUTING **** user entry of depth-outflow-storage data --------------------------------------------------------------------- Total number of inflow hydrograph intervals = 75 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) -------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC. Ft) initial basin outflow = 0.00 (CFS) ---------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. storage and Depth vs. Discharge data: Basin De th storage outflow (s-o*dt/2) (s+o*dt/2) (Ft.� (AC.Ft) (CFS) (AC.Ft) (AC.Ft) --------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 --------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Page 1 CROUTE0610.out Graph values: 'I'= unit inflow; '0'=outflow at time shown ---------------------------------------- Time inflow outflow Storage Depth (Hours) (CFS) (CFS) (AC.Ft) .0 4.0 7.90 11.85 15.80 (Ft.) 0.083 0.41 0.02 0.001 0 I I I I 0.02 0.167 1.00 0.09 0.006 o 1 I I I I 0.10 0.250 1.18 0.19 0.012 o 1 I I I I 0.21 0.333 1.21 0.29 0.019 0 I 0.33 0.417 1.21 0.39 0.025 o 1 I I ( I 0.43 0.500 1.29 0.47 0.031 o 1 ( I I I 0.53 0.583 1.39 0. 56 0.036 1oI I ( I I 0.62 0.667 1.41 0.65 0.042 1o1 I I I I 0.72 0.750 1.41 0.72 0.047 1o1 I I I 0.80 0.833 1.41 0.79 0.051 1o2 ( ( I 0.88 0.917 1.41 0.86 0.055 lot I I I I 0.95 1.000 1.49 0.91 0.059 10 1 I I I I 1.01 1.083 1.59 0.97 0.063 10 1 I I I 1.04 1.167 1.61 1.02 0.067 1 01 I I I 1.07 1.250 1.61 1.07 0.071 I oI I I I I 1.11 1.333 1.61 1.12 0.075 1 01 I I I I 1.13 1.417 1.61 1.16 0.078 I of I I I I 1.16 1.500 1.61 1.20 0.081 1 01 I I I I 1.18 1.583 1.61 1.23 0.084 1 01 I I I ( 1.21 1.667 1.61 1.26 0.086 I of I I I I 1.23 1.750 1.61 1.29 0.089 1 01 I I ( I 1.25 1.833 1.61 1.32 0.091 1 01 I I I I 1.26 1.917 1.61 1.34 0.093 1 01 I ( I I 1.28 2.000 1.69 1.37 0.095 1 of 2.083 1.71 1.40 0.097 1 o1 1.31 2.167 1.71 1.42 0.099 1 01 I I I I 1.33 2.250 1.80 1.45 0.101 1 01 I ( 1.34 2.333 1.81 1.48 0.103 1 01 1 I I 1.36 2.417 1.81 1.51 0.106 1 0 1 I! I I 1.38 2.500 1.81 1.53 0.108 1 0 I I I I 1.40 2.583 1.81 1.56 0.109 ( 0 I I I ( 1.41 2.667 1.81 1.58 0.111 1 0 I I I I 1.42 2.750 1.89 1.60 0.113 t o I 1 I I 1.44 2.833 2.00 1.63 0.115 1 01 I I ( ( 1.46 2.917 2.01 1.66 0.118 1 o1 I I I I 1.48 3.000 2.01 1.69 0.120 1 01 I I I I 1.50 3.083 2.01 1.72 0.122 1 01 I I I I 1.51 3.167 1.20 1.71 0.121 ( 10 I I ! I 1.51 3.250 0.19 1.62 0.115 1 0 I i 11.45 .37 3.333 0.05 1.50 0.105 1 0 3.417 0.19 1.38 0.096 1 0 I ( I I 1.30 3.500 0.56 1.30 0.089 IIO ! i 1 = 1.25 3.583 0.95 1.25 0.085 IIo f 3.667 1.19 1.24 0.084 1 0 I I I I 1.21 3.750 1.39 1.24 0.085 l 0 I I I 1.21 3.833 1.60 1.26 0.086 1 01 ( I I 1.23 3.917 1.79 1.30 0.089 1 oI 1 ! I I 1.25 4.000 2.00 1.35 0.093 1 o I I I ( I 1.28 4.083 2.20 1.41 0.098 1 o I I ( I I 1.32 4.167 2.57 1.49 0.104 1 o I 1 I I I 1.37 4.250 2.97 1.60 0.113 1 0 I 1 I I 1.44 4.333 3.37 1.73 0.123 1 0 2 1 I I 1.52 4.417 3.77 1.89 0.135 1 0 11 I I I 1.62 4.500 4.01 2.06 0.148 1 0 I I I I 1.72 4.583 4.21 2.23 0.162 1 0 1 I I I 1.83 4.667 4.58 2.41 0.176 1 0 II I I 1.95 4.750 4.98 2.80 0.191 0 1 1 I 2.06 4.833 5.22 3.30 0.205 ' O 1 1 ( I 2.15 4.917 5.42 3.74 0.218 1 01 I 1 l I 2.23 Page 2 CROUTE0610.out 5.000 5.79 4.15 0.229 I 0 I I I I 2.31 5.083 6.84 4.63 0.242 I 10 11 I I 2.40 5.167 8.72 5.32 0.262 I l 0 12 I I 2.53 5.250 10.38 6.25 0.288 ( I 0 1 I I I 2.71 5.333 11.66 7.30 0.317 I I 0 1 II I 2.91 5.417 13.21 8.61 0.348 I I 10 I I I 3.10 5.500 15.80 10.29 0.383 I I 1 0 I II 3.30 5.583 11.75 11.29 0.403 I I 1 Oil I 3.42 5.667 3.90 10.30 0.383 1 II 1 0 ( I 3.30 5.750 1.88 8.18 0.339 1 2 I 0 I 3.05 5.833 1.20 6.64 0.299 1 I I 0 1 I I 2.78 5.917 0.87 5.41 0.264 II l 0 I I I 2.55 6.000 0.56 4.38 0.235 II 0 I I I 2.35 6.083 0.26 3.51 0.211 I 01 1 I I 2.19 6.167 0.04 2.77 0.190 I 0 1 I I I 2.05 6.250 0.01 2.37 0.173 I 0 I I I I 1.92 6.333 0.00 2.17 0.157 I 0 I I I I 1.79 6.417 0.00 1.99 0.143 I 0 ( I I I 1.68 6.500 0.00 1.82 0.130 10 I I I I 1.58 6.583 0.00 1.67 0.118 10 I I I I 1.48 6.667 0.00 1.53 0.107 I o I I I I 1.39 6.750 0.00 1.40 0.097 I o ( I I I 1.31 6.833 0.00 1.28 0.088 10 I I I I 1.24 6.917 0.00 1.17 0.079 10 I I I I 1.17 7.000 0.00 1.07 0.071 I o I I I I 1.11 7.083 0.00 0.98 0.064 IO I I I I 1.05 7.167 0.00 0.90 0.058 IO I I I I 1.00 7.250 0.00 0.81 0.052 IO I I I I 0.90 7.333 0.00 0.73 0.047 Io I I I I 0.81 7.417 0.00 0.65 0.042 IO I I I 1 0.72 7.500 0.00 0.59 0.038 IO I I I I 0.65 7.583 0.00 0.53 0.034 IO I I I I 0.58 7.667 0.00 0.47 0.030 0 I I I I 0.53 7.750 0.00 0.42 0.027 0 I I I I 0.47 7.833 0.00 0.38 0.025 o I I I I 0.42 7.917 0.00 0.34 0.022 0 I I I I 0.38 8.000 0.00 0.31 0.020 0 I I I I 0.34 8.083 0.00 0.28 0.018 0 I I I I 0.31 8.167 0.00 0.25 0.016 0 I I I I 0.28 8.250 0.00 0.22 0.014 0 I I I I 0.25 8.333 0.00 0.20 0.013 0 I I I I 0.22 8.417 0.00 0.18 0.012 0 I I I I 0.20 8.500 0.00 0.16 0.010 0 i I I I 0.18 8.583 0.00 0.15 0.009 0 I I I I 0.16 8.667 0.00 0.13 0.008 0 I I I I 0.15 8.750 0.00 0.12 0.008 0 I I I I 0.13 8.833 0.00 0.11 0.007 0 I I I I 0.12 8.917 0.00 0.10 0.006 0 I I I I 0.11 Remaining water in basin = 0.01 (AC.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 107 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 11.288 (CFS) Total volume = 1.411 (AC.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 Page 3 CROUTE0610.out -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/Station 302.000 *�** STORE OR DELETE CURRENT HYDROGRAPH **** Current stream hydrograph saved in file CROUTE0610.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (AC.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 Page 4 CROUTE06100.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (C) CIVILCADD/CIVILDESIGN, 1989 - 2001 study date: 05/11/05 --- ---------------------------------- TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 100 YEAR, 6 HOUR STORM EVENT BY: MATTHEW W. BUSCH Hunsacker & Associates Irvine, Inc. - S/N 901 -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED6100.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 75 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 26.838 (CFS) Total volume = 2.371 (AC.Ft) Status of hydrographs being held in storage stream 1 stream 2 stream 3 stream 4 stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/station 301.000 to Point/station 302.000 **** RETARDING BASIN ROUTING **** user entry of depth-outflow-storage data -------------------------------------------------------------------- Total number of inflow hydrograph intervals = 75 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) -------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC.Ft) Initial basin outflow = 0.00 (CFS) --------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. storage and Depth Vs. Discharge data: Basin De th storage outflow (S-o*dt/2) (s+o*dt/2) (Ft.� (AC.Ft) (CFS) (AC.Ft) (AC.Ft) --------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Page 1 CROUTE06100.out Graph values: 'I'= unit inflow; 'o'=outflow at time shown --------------------------------------------------------------------- Time Inflow outflow Storage Depth (Hours) (CFS) (CFS) (AC.Ft) .0 6.7 13.42 20.13 26.84 (Ft.) 0.083 0.63 0.03 0.002 0 I I I I 0.04 0.167 1.55 0.14 0.009 oI I I I I 0.15 0.250 1.82 0.30 0.019 o I I I I 0.33 0.333 1.86 0.45 0.029 o I I I I 0.50 0.417 1.87 0.60 0.038 o I I 1 I I 0.66 0.500 1.99 0.73 0.047 o I I I I I 0.81 0.583 2.15 0.87 0.056 IoI 1 I I I 0.96 0.667 2.17 0.98 0.064 IoI 1 I I ! 1.05 0.750 2.18 1.08 0.072 IoI I I 1 I 1.11 0.833 2.18 1.18 0.080 1oi I I 1 1 1.17 0.917 2.18 1.26 0.086 Io2 I I 1 ( 1.23 1.000 1.53 1.31 0.090 to I I I I 1.26 1.083 0.71 1.29 0.089 Io I I I ( 1.25 1.167 0.60 1.24 0.085 IO I I I 1 1.21 1.250 0.57 1.19 0.080 Io I I I I 1.18 1.333 0.57 1.13 0.076 Io I I I I 1.15 1.417 0.57 1.09 0.073 Io I I I I 1.12 1.500 0.57 1.04 0.069 Io I I I 1.09 1.583 0.57 1.00 0.066 Io I I I 1.06 1.667 0.57 0.97 0.063 IO I I I ( 1.04 1.750 0.57 0.93 0.061 IO I I I I 1.02 1.833 0.57 0.90 0.058 Io I I I I 1.00 1.917 0.57 0.87 0.056 10 I I I I 0.97 2.000 0.83 0.85 0.055 20 I I I I 0.95 2.083 0.89 0.85 0.055 10 I I I I 0.95 2.167 0.87 0.86 0.055 10 1 1 1 0.95 2.250 1.15 0.87 0.056 10 1 I I 0.97 2.333 1.19 0.90 0.058 to 1 I I I 1.00 2.417 1.20 0.93 0.060 10 1 I I 1.02 2.500 1.20 0.95 0.062 10 1 I I 1.03 2.583 1.20 0.97 0.064 10 I I 1.04 2.667 1.20 0.99 0.065 to 1 I 1.06 2.750 1.45 1.02 0.067 Io 1 I 1.07 2.833 1.77 1.07 0.071 Ioi 1 I I I 1.11 2.917 1.81 1.13 0.076 IoI I I I ( 1.14 3.000 1.82 1.19 0.080 IoI I ( I ( 1.18 3.083 1.82 1.24 0.085 IoI I I I 1.21 3.167 2.07 1.30 0.089 IoI I I I 1.25 3.250 2.39 1.38 0.095 IoI 1 I I I 1.30 3.333 2.43 1.47 0.102 IoI I I I I 1.35 3.417 2.70 1.56 0.109 10 I I I I I 1.41 3.500 3.26 1.68 0.119 1 02 I I I 1.49 3.583 3.88 1.84 0.131 1 O I I ( 1.59 3.667 4.25 2.03 0.146 1 o I I I I 1.70 3.750 4.55 2.23 0.162 1 o I I ( I ( 1.83 3.833 4.88 2.44 0.178 1 0 I I II I ( 1.96 3.917 5.18 2.91 0.194 1 0 I I I 2.08 4.000 5.50 3.44 0.209 1 0 I I I I 2.18 4.083 5.80 3.92 0.223 1 o I I I I I 2.27 4.167 6.38 4.40 0.236 1 0 II I I I 2.36 4.250 6.99 4.90 0.250 1 0 I I 1 2.45 4.333 7.61 5.43 0.265 I 0 II 1 I 2.55 4.417 8.24 5.98 0.280 1 011 1 I 2.66 4.500 8.61 6.51 0.295 I 01 I 1 I I 2.76 4.583 8.91 7.01 0.309 1 0 I I I i 2.85 4.667 9.49 7.49 0.322 1 0 I ( I2.94 4.750 10.10 8.05 0.336 i 10 I I 1 1 3.03 4.833 10.47 8.69 0.349 I I o I ( I I 3.11 4.917 10.78 9.24 0.361 i I oI I I I 3.17 Page 2 CROUTE06100.out 5.000 11.36 9.76 0.372 I 1 0 1 I I I 3.24 5.083 12.98 10.45 0.386 I I 0 11 I I 3.32 5.167 15.88 11.59 0.409 I I 0 1 1 I I 3.46 5.250 18.46 13.18 0.442 I 1 01 1 1 1 3.65 5.333 20.43 16.19 0.475 I I l 0 1 I 3.82 5.417 22.82 19.13 0.502 I I I 0 1 1 I 3.96 5.500 26.84 22.21 0.531 I I ( l 0 1 4.11 5.583 20.57 23.02 0.539 I I I 1 0 I 4.14 5.667 6.80 17.97 0.492 I I ( 0 1 I 3.91 5.750 2.30 12.08 0.419 1 1 I 0 1 I I 3.52 5.833 1.76 9.21 0.360 1 1 l 0 I I I 3.17 5.917 1.32 7.20 0.314 11 0 I I I 2•89 6.000 0.86 5.86 0.277 11 0 1 I I I 2.63 6.083 0.40 4.71 0.245 1 0 1 1 I ( 2.42 6.167 0.06 3.73 0.217 1 0 I I I I 2.23 6.250 0.01 2.92 0.195 1 o I I I I 2.08 6.333 0.00 2.41 0.176 1 o I I I I 1.95 6.417 0.00 2.21 0.160 1 o I I I I 1.82 6.500 0.00 2.02 0.146 1 0 I I I 1.70 6.583 0.00 1.85 0.132 1 o I I I 1.60 6.667 0.00 1.70 0.120 1 o I I I I 1.50 6.750 0.00 1.55 0.109 10 I I I 1 1.41 6.833 0.00 1.42 0.099 10 I I I 1.33 6.917 0.00 1.30 0.089 10 I I ( 1.25 7.000 0.00 1.19 0.081 10 I I I 1.18 7.083 0.00 1.09 0.073 10 I I I 1.12 7.167 0.00 1.00 0.066 10 I I I 1.06 7.250 0.00 0.92 0.059 10 I ! I I 1.01 7.333 0.00 0.83 0.053 0 I I I I 0.92 7.417 0.00 0.74 0.048 0 I I I I 0.82 7.500 0.00 0.67 0.043 o I I I I 0.74 7.583 0.00 0.60 0.039 0 I I I I 0.67 7.667 0.00 0.54 0.035 o I I I I 0.60 7.750 0.00 0.48 0.031 o I I I 0.54 7.833 0.00 0.43 0.028 0 I I I 0.48 7.917 0.00 0.39 0.025 0 I I I 0.43 8.000 0.00 0.35 0.023 o I I I 0.39 8.083 0.00 0.32 0.020 o I I I 0.35 8.167 0.00 0.28 0.018 o I I I I 0.31 8.250 0.00 0.25 0.016 o I I I I 0.28 8.333 0.00 0.23 0.015 o I I I I 0.25 8.417 0.00 0.21 0.013 o I I I I 0.23 8.500 0.00 0.18 0.012 o I I I I 0.21 8.583 0.00 0.17 0.011 0 1 I 0.18 8.667 0.00 0.15 0.010 0 I I 0.17 8.750 0.00 0.13 0.009 0 I I 0.15 8.833 0.00 0.12 0.008 0 I I 0.13 8.917 0.00 0.11 0.007 O I I I 0.12 9.000 0.00 0.10 0.006 o I I I I 0.11 Remaining water in basin = 0.01 (AC.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 108 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 23.020 (CFS) Total volume = 2.365 (AC.Ft) status of hydrographs being held in storage Stream 1 stream 2 stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 Page 3 CROUTE06100.out - --- -------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/station 302.000 **** STORE OR DELETE CURRENT HYDROGRAPH **** Current stream hydrograph saved in file CROUTE06100.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (Ac.Ft) Status of hydrographs being held in storage stream 1 Stream 2 stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** --------------------------------------------------------------------- Page 4 CROUTE2402.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (C) CIVILCADD/CIVILDESIGN, 1989 - 2001 study date: 05/11/05 ---------------------------- TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 2 YEAR, 24 HOUR STORM EVENT BY: MATTHEW W. BUSCH -------- -- Hunsacker & Associates Irvine, Inc. - S/N 901 -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED242.rte Number of intervals = 291 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 2.520 (CFS) Total volume = 1.531 (AC.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/station 302.000 **** RETARDING BASIN ROUTING **** User entry of depth-outflow-storage data -------------------------------------------------------------------- Total number of inflow hydrograph intervals = 291 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) --------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC.Ft) Initial basin outflow = 0.00 (CFS) --------------------------------------------------------------------- --------------------------------------------------------------------- Depth vs. storage and Depth vs. Discharge data: Basin De th storage outflow (S-O*dt/2) (S+o*dt/2) (Ft.� (AC.Ft) (CFS) (AC.Ft) (AC.Ft) -------------------------- -------------------------------------------- 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Page 1 CROUTE2402.out Graph values: 'I'= unit inflow; '0'=outflow at time shown --------------------------------------------------------------------- Time Inflow outflow storage Depth (Hours) (CFs) (CFs) (AC.Ft) .0 0.6 1.26 1.89 2.52 (Ft.) 0.083 0.06 0.00 0.000 0 1 1 1 I 0.00 0.167 0.14 0.01 0.001 oI I 1 1 I 0.01 0.250 0.15 0.03 0.002 02 I ! I i 0.03 0.333 0.18 0.04 0.003 0 I I I I I 0.04 0.417 0.22 0.06 0.004 0 I I I I I 0.06 0.500 0.22 0.07 0.005 0 I I I I I 0.08 0.583 0.22 0.09 0.006 1oI I I I I 0.10 0.667 0.22 0.10 0.007 10I I I I I 0.11 0.750 0.22 0.11 0.007 Ioi I 1 I I 0.13 0.833 0.25 0.13 0.008 10 I I 1 I I 0.14 0.917 0.29 0.14 0.009 10 I 1 1 1 I 0.16 1.000 0.30 0.16 0.010 10 I 1 I I I 0.17 1.083 0.27 0.17 0.011 02 I I I I 0.19 1.167 0.23 0.18 0.011 0 I I I I 0.20 1.250 0.22 0.18 0.012 10 I I I ( 0.20 1.333 0.22 0.19 0.012 1 0 I I I I 0.21 1.417 0.22 0.19 0.012 t o I I I I 0.21 1.500 0.22 0.19 0.012 1 0 I I I 0.21 1.583 0.22 0.20 0.013 I 0 1 I ( 0.22 1.667 0.22 0.20 0.013 10 1 I ! I 0.22 1.750 0.22 0.20 0.013 1 0 I I I I 0.22 1.833 0.25 0.20 0.013 1 oI I I I I 0.23 1.917 0.29 0.21 0.014 1 oI I I I 0.23 2.000 0.30 0.22 0.014 1 oI I I I I 0.24 2.083 0.30 0.23 0.015 1 02 I I I I 0.25 2.167 0.30 0.23 0.015 1 of I I ( I 0.26 2.250 0.30 0.24 0.016 10 I I I I 0.27 2.333 0.30 0.25 0.016 10 I I I I 0.27 2.417 0.30 0.25 0.016 10 I I I 0.28 2.500 0.30 0.26 0.016 10 I I I 0.28 2.583 0.33 0.26 0.017 1 of I I 0.29 2.667 0.36 0.27 0.017 1 oI ( I 0.30 2.750 0.37 0.28 0.018 1 01 ( I 0.31 2.833 0.37 0.29 0.019 1 01 I I I 0.32 2.917 0.37 0.30 0.019 1 oI I I I 0.33 3.000 0.37 0.30 0.020 I 02 I I I I 0.34 3.083 0.37 0.31 0.020 I 02 I I I I 0.35 3.167 0.37 0.32 0.020 I 0 I I I I 0.35 3.250 0.37 0.32 0.021 I 0 I I I I 0.36 3.333 0.37 0.33 0.021 I o I I If ( 0.36 3.417 0.37 0.33 0.021 00.37 3.500 0.37 0.34 0.022 o I I I I 0.37 3.583 0.37 0.34 0.022 1 0 I I I I 0.38 3.667 0.37 0.34 0.022 1 0 ! = I I0.38 3.750 0.37 0.35 0.022 1 o 0.38 3.833 0.40 0.35 0.023 1 02 I I I 0.39 3.917 0.44 0.36 0.023 1 02 I I 0.40 4.000 0.44 0.37 0.024 1 OI 1 I 0.41 4.083 0.44 0.37 0.024 1 oI 1 I ( 0.41 4.167 0.44 0.38 0.025 1 02 I I I 0.42 4.25 0.44 0.39 0.0250.43 4.333 0.47 0.39 0.025 I O01 I I I I 0.44 4.417 0.51 0.40 0.026 1 oI I ( I I 0.45 4.500 0.52 0.42 0.027 1 oI ( I I 0.46 4.583 0.52 0.43 0.027 1 of I I I 0.47 4.667 0.52 0.44 0.028 1 oI I I I 0.48 4.750 0.52 0.44 0.029 1 OI I ( I 0.49 4.833 0.55 0.45 0.029 1 oI I I ( I 0.50 4.917 0.59 0.46 0.030 1 0 II I I I 0.52 Page 2 CROUTE2402.out 5.000 0.59 0.48 0.031 l oil I 1 0.53 5.083 0.53 0.49 0.031 I 0 1 I I I 0.54 5.167 0.46 0.49 0.031 I io I I I 0.54 5.250 0.45 0.48 0.031 I 10 I I I 0.54 5.333 0.47 0.48 0.031 I 0 1 I I 0.53 5.417 0.51 0.48 0.031 O I I I 0.54 5.500 0.52 0.49 0.031 I 0 I I I I 0.54 5.583 0.55 0.49 0.032 i o f I I I 0.54 5.667 0.59 0.50 0.032 1 oil I I I 0. 55 5.750 0.59 0.51 0.033 1 oil I I I 0. 56 5.833 0.59 0.52 0.033 1 oil I 1 1 0. 57 5.917 0.59 0.52 0.034 1 oil I 1 1 0. 58 6.000 0.59 0.53 0.034 1 Oil I 1 I 0.59 6.083 0.62 0.54 0.035 I oil I I I 0.60 6.167 0.66 0.55 0.035 I 0 1 I I I 0.61 6.250 0.67 0. 56 0.036 I of I I I 0.62 6.333 0.67 0.57 0.037 l of I I I 0.63 6.417 0.67 0. 58 0.037 I oI I I I 0.65 6.500 0.67 0. 59 0.038 I 01 I I I 0.66 6.583 0.70 0.60 0.039 I of I I I 0.67 6.667 0.73 0.61 0.039 I 011 1 I I 0.68 6.750 0.74 0.62 0.040 I 011 I I I 0.69 6.833 0.74 0.64 0.041 l of I I I 0.71 6.917 0.74 0.65 0.042 I of I I 0.72 7.000 0.74 0.66 0.042 l o1 I I 0.73 7.083 0.74 0.66 0.043 I oI I I I 0.74 7.167 0.74 0.67 0.043 I of I I I 0.75 7.250 0.74 0.68 0.044 l of I I I 0.75 7.333 0.77 0.69 0.044 I o1 1 I I 0.76 7.417 0.81 0.70 0.045 I 0 I I I I 0.78 7.500 0.81 0.71 0.046 I Ioi I I 1 0.79 1 7.583 0.85 0.72 0.046 I loi I I I 0.80 7.667 0.88 0.74 0.047 I 10 I I I I 0.82 7.750 0.89 0.75 0.048 I 10 I I I I 0.83 7.833 0.92 0.77 0.049 1 10 1 I I I 0.85 7.917 0.96 0.78 0.051 1 to I I I I 0.87 8.000 0.96 0.80 0.052 I 1 0 1 I I I 0.89 8.083 1.02 0.82 0.053 I 1 0 1 l I I 0.91 8.167 1.10 0.85 0.054 I l 0 I I I I 0.94 8.250 1.11 0.87 0.056 I I o 1 1 I I 0.97 8.333 1.11 0.90 0.058 I I o I I I I 1.00 8.417 1.11 0.91 0.059 I l 0 1 1 I I 1.01 8.500 1.11 0.93 0.060 I I o I I I I 1.02 8.583 1.14 0.95 0.062 I I o 1 1 I I 1.03 8.667 1.18 0.97 0.063 I I o 1 1 I I 1.04 8.750 1.18 0.98 0.065 I I 0 II I I 1.05 8.833 1.22 1.00 0.066 I I 0 II I I 1.06 8.917 1.25 1.02 0.068 I I 0 II 1 I 1.08 9.000 1.26 1.04 0.069 I I 0 11 I I 1.09 9.083 1.32 1.06 0.071 I I 0 1 I 1 1.10 9.167 1.40 1.09 0.073 I i 0 11 I I 1.12 9.250 1.41 1.11 0.075 I I o 11 I I 1.13 9.333 1.44 1.14 0.077 I I 0 I 1 I I 1.15 9.417 1.48 1.17 0.079 I I 0 1 i I I 1.17 9.500 1.48 1.19 0.081 I I 01 I 1 1 1.18 9.583 1.51 1.22 0.083 I I 01 1 1 I 1.20 9.667 1.55 1.25 0.085 I I 01 1 1 l 1.22 9.750 1.56 1.27 0.087 I I 0 1 1 I 1.23 9.833 1.59 1.30 0.089 1 I 0 1 I I 1.25 9.917 1.62 1.32 0.091 I I 0 I I I 1.26 10.000 1.63 1.35 0.093 I I 10 1 I I 1.28 10.083 1.42 1.36 0.094 I I 101 ( l 1.29 i 10.167 1.16 1.36 0.094 I I 1 10 I I 1.29 Page 3 CROUTE2402.out 10.250 1.12 1.34 0.092 I I 10 I 1 1.27 10.333 1.11 1.32 0.091 I I 10 I 1 1.26 10.417 1.11 1.30 0.089 I I 10 1 1 1.25 10.500 1.11 1.29 0.088 I I 10 I 1 1.24 10.583 1.26 1.28 0.087 I I 0 I i 1.24 10.667 1.45 1.28 0.088 I I 0 1 I I 1.24 10.750 1.48 1.30 0.089 I I 0 I I 1 1.25 10.833 1.48 1.31 0.090 I I 0 I I I 1.26 10.917 1.48 1.33 0.091 I I 0 1 I I 1.27 11.000 1.48 1.34 0.093 l I 1o2 1 1 1.28 11.083 1.45 1.35 0.093 I 1 101 1 ( 1.28 11.167 1.41 1.36 0.094 I 1 to I 1 1.29 11.250 1.41 1.36 0.094 I 1 to 1 1 1.29 11.333 1.41 1.37 0.095 I I to I I 1.29 11.417 1.41 1.37 0.095 I I 10 1 I 1.29 11.500 1.41 1.37 0.095 I I 10 I 1 1.30 11.583 1.35 1.37 0.095 I I 10 I 1 1.30 11.667 1.27 1.37 0.095 I I io I I 1.29 11.750 1.26 1.36 0.094 I IO I 1 1.29 11.833 1.29 1.35 0.093 I I IO 1 1 1.28 11.917 1.33 1.35 0.093 I Io I I 1.28 12.000 1.33 1.35 0.093 I I Io 1 1 1.28 12.083 1.54 1.36 0.094 I I 10 I 1 1 1.28 12.167 1.81 1.38 0.096 I I 10 11 1 1.30 12.250 1.85 1.42 0.099 I I 1 0 II 1 1.33 12.333 1.88 1.46 0.102 I I 1 0 II I 1.35 12.417 1.92 1.50 0.104 I I 1 0 I 1 1.37 12.500 1.93 1.53 0.107 I I l 0 I 1 1.39 12.583 1.99 1.57 0.110 I l o II I 1.42 12.667 2.06 1.61 0.113 I I O I I 1 1.44 12.750 2.07 1.64 0.116 I I 0 I I 1 1.47 12.833 2.11 1.68 0.119 I I I 0 1 2 1 1.49 12.917 2.14 1.72 0.122 I I I 0 1 1 I 1. 51 13.000 2.15 1.76 0.125 I I I 0 1 I 1 1. 53 13.083 2.30 1.80 0.128 I I I 0 1 11 1. 56 13.167 2.49 1.85 0.132 I I 1 01 II 1. 59 13.250 2.51 1.90 0.136 I I I 0 Il 1.63 13.333 2.52 1.95 0.140 I I I 0 I 1.66 13.417 2.52 2.00 0.144 I I 1 10 I 1.69 13.500 2.52 2.04 0.147 I I 1 10 I 1.72 13.583 2.19 2.07 0.149 I I I 1 of 1 1.73 13.667 1.77 2.06 0.149 I I I 11 0 1 1.73 13.750 1.72 2.04 0.147 I I 1 I 10 1 1.71 13.833 1.70 2.01 0.145 I i 1 I 10 1 1.69 13.917 1.70 1.98 0.143 I I 1 I 10 1 1.68 14.000 1.70 1.96 0.141 I I I I O 1 1.66 14.083 1.83 1.94 0.139 I I I Io 1 1.65 14.167 1.98 1.94 0.139 I I I oI 1 1.65 14.250 2.00 1.94 0.140 I I I OI 1 1.65 14.333 1.97 1.95 0.140 I I I o2 I 1.65 14.417 1.93 1.95 0.140 I I I 0 I 1.65 14.500 1.93 1.95 0.140 I I I 0 I 1.65 14.583 1.93 1.94 0.140 I I I 0 I 1.65 14.667 1.93 1.94 0.139 I I I 0 1 1.65 14.750 1.93 1.94 0.139 I I I 0 1 1.65 14.833 1.90 1.94 0.139 I I I 0 1 1.65 14.917 1.86 1.93 0.139 I I I Io 1 1.65 15.000 1.85 1.93 0.138 I I I Io 1 1.64 15.083 1.82 1.92 0.138 I I I Io 1 1.64 15.167 1.79 1.91 0.137 I I I 10 1 1.63 15.250 1.78 1.90 0.136 I I I 10 1 1.62 15.333 1.75 1.89 0.135 I I I Iol 1 1.62 15.417 1.71 1.87 0.134 I I I 101 I 1.61 Page 4 CROUTE2402.out 15. 500 1.71 1.86 0.133 1 I I 1 01 1 1.60 15. 583 1.58 1.84 0.132 I I I 1 of ( 1.59 15.667 1.43 1.81 0.129 I I i 1 of 1 1.57 15.750 1.41 1.78 0.127 I I 11 0 1 1 1.55 15.833 1.41 1.75 0.124 I I 11 0 1 1 1.53 15.917 1.41 1.72 0.122 ( I ( i 0 1 I 1.51 16.000 1.41 1.69 0.120 I I 11 0 1 I 1.50 16.083 0.96 1.65 0.117 I I 1 I 0 I 1.47 16.167 0.39 1. 57 0.110 I I I t o I 1.42 16.250 0.31 1.47 0.102 1 1 I l 0 I I 1.35 16.333 0.30 1.37 0.095 1 1 I 10 I I 1.29 16.417 0.30 1.28 0.087 ( 1 I 0 ( I 1.24 16.500 0.30 1.19 0.081 ( 1 1 of I I 1.18 16. 583 0.27 1.12 0.075 ( 1 ( 0 I I I 1.14 16.667 0.23 1.04 0.069 11 I 0 1 I I 1.09 16.750 0.22 0.97 0.064 1 1 I 0 I I I 1.05 16.833 0.22 0.91 0.059 11 1 0 I I I 1.01 16.917 0.22 0.84 0.054 1 1 1 0 I I I 0.94 17.000 0.22 0.78 0.050 11 10 I I I 0.87 17.083 0.28 0.73 0.047 11 10 I I I 0.81 17.167 0.36 0.69 0.044 ( 1 o I I I 0.76 17.250 0.37 0.65 0.042 1 1 0 I I I 0.73 17.333 0.37 0.62 0.040 1 1 of 1 I I 0.69 17.417 0.37 0.60 0.039 1 1 of I I ( 0.67 17.500 0.37 0.58 0.037 ( 1 of I I I 0.64 17.583 0.37 0.55 0.036 I 1 of I I I 0.62 17.667 0.37 0.54 0.035 I 1 o l I I I 0.60 17.750 0.37 0.52 0.033 I 1 o I I I I 0.58 17.833 0.34 0.50 0.032 I 1 o I I i I 0.56 17.917 0.30 0.48 0.031 ( 1 o l I I I 0.54 18.000 0.30 0.47 0.030 l 1 o I I I I 0.52 18.083 0.30 0.45 0.029 ( 1 o I I I I 0.50 18.167 0.30 0.43 0.028 I t o I I I I 0.48 18.250 0.30 0.42 0.027 1 1 o I I I I 0.47 18.333 0.30 0.41 0.026 l 1 o I I I I 0.45 18.417 0.30 0.40 0.025 11 0 I I I I 0.44 18.500 0.30 0.39 0.025 I to I I I I 0.43 18.583 0.27 0.37 0.024 1 io I I I I 0.42 18.667 0.23 0.36 0.023 I t o I I I I 0.40 18.750 0.22 0.35 0.022 1 1 o I I I I 0.39 18.833 0.19 0.33 0.022 1 1 o I I I I 0.37 18.917 0.15 0.32 0.020 li o 1 I f I 0.35 19.000 0.15 0.30 0.019 li o I 1 I I 0.33 19.083 0.18 0.29 0.018 ( 10 I I I I 0.32 19.167 0.22 0.28 0.018 I io I I I I 0.31 19.250 0.22 0.27 0.018 ( to I I I I 0.30 19.333 0.25 0.27 0.017 t o I I I I 0.30 19.417 0.29 0.27 0.017 t o I I I I 0.30 19.500 0.30 0.27 0.017 ( 0 I I I I 0.30 19.583 0.27 0.27 0.018 l 0 I I I I 0.30 19.667 0.23 0.27 0.017 ( to I I I I 0.30 19.750 0.22 0.27 0.017 I io I I I I 0.29 19.833 0.19 0.26 0.017 1 to I I I I 0.29 19.917 0.15 0.25 0.016 11 0 1 I I I 0.28 20.000 0.15 0.24 0.016 11 0 1 ( I I 0.27 20.083 0.18 0.23 0.015 l 0 I I I I 0.26 20.167 0.22 0.23 0.015 l 0 I I I I 0.25 20.250 0.22 0.23 0.015 t o I I I I 0.25 20.333 0.22 0.23 0.015 1 0 I I I I 0.25 20.417 0.22 0.23 0.015 ( o I I I I 0.25 20.500 0.22 0.23 0.015 t o I I I I 0.25 20.583 0.22 0.23 0.015 t o I I I I 0.25 20.667 0.22 0.23 0.015 t o I I I I 0.25 Page 5 CROUTE2402.out 20.750 0.22 0.23 0.015 t o I I I ! 0.25 20.833 0.19 0.22 0.014 t o I I 1 I 0.25 20.917 0.15 0.22 0.014 IIO I I 1 1 0.24 21.000 0.15 0.21 0.014 IIo I 1 1 0.24 21.083 0.18 0.21 0.013 t o I I I 0.23 21.167 0.22 0.21 0.013 l 0 I I I I 0.23 21.250 0.22 0.21 0.013 l 0 I I I I 0.23 21.333 0.19 0.21 0.013 t o I I I 0.23 21.417 0.15 0.20 0.013 IIO I I I 0.23 21.500 0.15 0.20 0.013 IIo I I I 0.22 21.583 0.18 0.19 0.013 1 0 I I I 1 0.22 21.667 0.22 0.20 0.013 1 o I I I I 0.22 21.750 0.22 0.20 0.013 1 0 I I I I 0.22 21.833 0.19 0.20 0.013 1 0 I I I I 0.22 21.917 0.15 0.20 0.013 IIo ( I I I 0.22 22.000 0.15 0.19 0.012 IIO I 1 I 0.21 22.083 0.18 0.19 0.012 1 0 1 1 I 0.21 22.167 0.22 0.19 0.012 1 0 1 1 I I 0.21 22.250 0.22 0.19 0.012 I o I I I 1 0.21 22.333 0.19 0.19 0.012 I o I I I I 0.22 22.417 0.15 0.19 0.012 IIO I ( 1 I 0.21 22.500 0.15 0.19 0.012 IIo 1 I I I 0.21 22.583 0.15 0.18 0.012 IIo I 1 I I 0.20 22.667 0.15 0.18 0.012 IIo I 1 I I 0.20 22.750 0.15 0.18 0.011 IIo I I 1 1 0.20 22.833 0.15 0.17 0.011 IIo I 1 1 0.19 22 .917 0.15 0.17 0.011 IIo I 1 1 0.19 23.000 0.15 0.17 0.011 IIo 1 I I 0.19 23.083 0.15 0.17 0.011 IIo 1 I I I 0.19 23.167 0.15 0.17 0.011 IIo 1 I I ( 0.18 23.250 0.15 0.16 0.011 IIo 1 I I 0.18 23.333 0.15 0.16 0.010 IIo 1 I I I 0.18 23.417 0.15 0.16 0.010 IIo 1 I I 0.18 23.500 0.15 0.16 0.010 IIo 1 I 0.18 23.583 0.15 0.16 0.010 IIo I 1 I 0.18 23.667 0.15 0.16 0.010 10 I I 1 0.17 23.750 0.15 0.16 0.010 10 I I I I 0.17 23.833 0.15 0.16 0.010 10 I I ( I 0.17 23.917 0.15 0.15 0.010 10 1 1 ( I 0.17 24.000 0.15 0.15 0.010 10 1 I I 0.17 24.083 0.09 0.15 0.010 10 I I I 0.17 24.167 0.01 0.14 0.009 TO I I ! 0.16 24.250 0.00 0.13 0.008 IO ( I I 0.14 24.333 0.00 0.11 0.007 IO I I I ( 0.13 24.417 0.00 0.10 0.007 IO I I I ( 0.11 24.500 0.00 0.09 0.006 IO I I I I 0.10 Remaining water in basin = 0.01 (AC.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 294 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 2.071 (CFS) Total volume = 1.526 (AC.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** Page 6 CROUTE2402.out .....++++t-F+.....-F-.....-I--1-+.t-F-F-F+-F-1-...i-+.i--F..........-Fi-.-Fi--F-F........... Process from Point/Station 301.000 to Point/Station 302.000 **** STORE OR DELETE CURRENT HYDROGRAPH **** Current stream hydrograph saved in file CROUTE2402.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (AC.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 ------------------------------------------------------------------- Page 7 CROUTE2405.0ut FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (C) CIVILCADD/CIVILDESIGN, 1989 - 2001 study date: 05/11/05 ------------------------------------------------------------ TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 5 YEAR, 24 HOUR STORM EVENT BY: MATTHEW W. BUSCH -------------------------------------------------------------------- Hunsacker & Associates Irvine, Inc. - S/N 901 --------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED245.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 291 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 2.557 (CFS) Total volume = 1.595 (AC.Ft) Status of hydrographs being held in storage stream 1 Stream 2 Stream 3 stream 4 stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** -{+++++++++-{-+1-+++++++++++++++++++i•++-f-++++++++++++++++++-F.+++++....+++++-f Process from Point/Station 301.000 to Point/station 302.000 **** RETARDING BASIN ROUTING **** user entry of depth-outflow-storage data --------------------------------------------------------------------- Total number of inflow hydrograph intervals = 291 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) ------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC.Ft) Initial basin outflow = 0.00 (CFS) --------------------------------------------------------------------- ------------------------------------------------------------------- Depth vs. Storage and Depth Vs. Discharge data: Basin Depth storage outflow (S-O*dt/2) (S+o*dt/2) (Ft.) (AC.Ft) (CFS) (AC.Ft) (AC.Ft) -------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 ------------------------------------------------------------------------ Hydrograph Detention Basin Routing ----------------------------------------------------------------------- Page 1 CROUTE2405.out Graph values: 'I'= unit inflow; '0'=outflow at time shown ---------------------------------------------------------------------- Time Inflow outflow storage Depth (Hours) (CFS) (CFS) (AC.Ft) .0 0.6 1.28 1.92 2.56 (Ft.) 0.083 0.08 0.00 0.000 oI I I ( I 0.00 0.167 0.18 0.02 0.001 0 I I I I I 0.02 0.250 0.19 0.03 0.002 0 2 I I ( I 0.04 0.333 0.24 0.05 0.003 0 I I I I I 0.06 0.417 0.29 0.07 0.005 0 2 I I I I 0.08 0.500 0.29 0.10 0.006 10 I 1 I ( I 0.11 0.583 0.30 0.12 0.007 10 I 1 I I I 0.13 0.667 0.30 0.13 0.009 10 I I I I I 0.15 0.750 0.30 0.15 0.010 10 I I I I I 0.17 0.833 0.34 0.17 0.011 1 0 I I I I I 0.19 0.917 0.39 0.19 0.012 1 o I I I I I 0.21 1.000 0.39 0.21 0.013 10 I I I I I 0.23 1.083 0.35 0.22 0.014 1 o I 1 I I I 0.25 1.167 0.30 0.23 0.015 1 oI I I I ( 0.26 1.250 0.30 0.24 0.016 t o I I I I 0.27 1.333 0.30 0.25 0.016 l 0 I I I ( 0.27 1.417 0.30 0.25 0.016 1 0 I I I 0.28 1.500 0.30 0.26 0.017 10 I I I 0.28 1.583 0.30 0.26 0.017 10 I I I 0.29 1.667 0.30 0.26 0.017 10 I I I 0.29 1.750 0.30 0.27 0.017 1 o I I I 0.30 1.833 0.34 0.27 0.018 1 of I I I 0.30 1.917 0.39 0.28 0.018 1 of I I I I 0.31 2.000 0.39 0.29 0.019 1 02 ( I I I 0.32 2.083 0.39 0.30 0.019 1 oI I I ( I 0.34 2.167 0.39 0.31 0.020 1 oI I I I I 0.35 2.250 0.39 0.32 0.021 1 o2 I I I I 0.36 2.333 0.39 0.33 0.021 1 0 1 I I i 0.36 2.417 0.39 0.33 0.022 I o 0.37 2.500 0.39 0.34 0.022 1 o I I I 0.38 2.583 0.43 0.35 0.022 1 o2 1 ( 1 0.39 2.667 0.48 0.36 0.023 1 0 I I I I I 0.40 2.750 0.49 0.37 0.024 1 o I I I I I 0.41 2.833 0.49 0.38 0.025 1 o I l I I I 0.43 2.917 0.49 0.39 0.025 1 o 2 1 I I I 0.44 3.000 0.49 0.40 0.026 1 02 I I I I 0.45 3.083 0.49 0.41 0.027 1 OI I I I I 0.46 3.167 0.49 0.42 0.027 1 oI I I I ( 0.47 3.250 0.49 0.43 0.028 1 02 I I I I 0.48 3.333 0.49 0.44 0.028 1 oI 1 I I 0.48 3.417 0.49 0.44 0.028 1 OI 1 I I 0.49 3.500 0.49 0.45 0.029 1 oI I I 0.50 3.583 0.49 0.45 0.029 1 02 I I 0.50 3.667 0.49 0.45 0.029 1 02 1 I 1 0.51 3.750 0.49 0.46 0.030 1 oI I 0.51 3.833 0.53 0.46 0.030 1 02 1 = 0.52 3.917 0.58 0.47 0.031 1 0 I 1 1 0.53 4.000 0.59 0.48 0.031 1 oI I 1 0.54 4.083 0.59 0.50 0.032 1 0I� I I ( 0.55 4.167 0.59 0.51 0.033 1 02 I I I 0.56 4.250 0.59 0.51 0.033 1 o21 1 I I 0.57 4.333 0.63 0.52 0.034 1 o21 I 0.58 4.417 0.68 0.54 0.035 I 0 I 1 0.60 4.500 0.69 0.55 0.036 1 o I ( ( 0.61 4.583 0.69 0.57 0.036 1 oI ( 1 0.63 4.667 0.69 0.58 0.037 1 oI II I 0.64 4.750 0.69 0.59 0.038 1 of ( 0.65 4.833 0.73 0.60 0.039 I O12 I I 0.67 4.917 0.78 0.62 0.040 1 o1i 1 1 0.69 Page 2 CROUTE2405.out 5.000 0.79 0.63 0.041 1 Oli ( I I 0.70 5.083 0.71 0.65 0.042 1 o I I I 0.72 5.167 0.61 0.65 0.042 I Io 1 ( 1 0.72 5.250 0.59 0.64 0.041 I Io I I I 0.71 5.333 0.63 0.64 0.041 1 01 1 I I 0.71 5.417 0.68 0.64 0.041 1 0 I I I 0.71 5.500 0.69 0.64 0.042 1 0 I I I 0.72 5.583 0.73 0.65 0.042 ( of I I I 0.72 5.667 0.78 0.66 0.043 ( of I I I 0.74 5.750 0.79 0.67 0.043 1 of I I I 0.75 5.833 0.79 0.69 0.044 1 of I I I 0.76 5.917 0.79 0.70 0.045 1 of I I I 0.77 6.000 0.79 0.71 0.045 1 oI I I I 0.78 6.083 0.83 0.72 0.046 1 0 1 I ( I 0.79 6.167 0.88 0.73 0.047 I Ioi 1 ! 1 0.81 6.250 0.88 0.74 0.048 I . 10 1 I I I 0.83 6.333 0.89 0.76 0.049 1 10 1 I I I 0.84 6.417 0.89 0.77 0.050 1 10 I 1 I ! 0.86 6.500 0.89 0.78 0.050 1 10 I I I I 0.87 6.583 0.93 0.80 0.051 1 10 1 I I I 0.88 6.667 0.98 0.81 0.052 I l 0 1 I I 0.90 6.750 0.98 0.83 0.053 I l 0 1 I I 0.92 6.833 0.98 0.84 0.054 I l 0 1 I I I 0.94 6.917 0.98 0.86 0.055 I l o t ( I I 0.95 7.000 0.98 0.87 0.056 I l 0 1 I I I 0.97 7.083 0.98 0.88 0.057 I I of I I I 0.98 7.167 0.98 0.89 0.058 I I oI ( I I 0.99 7.250 0.98 0.90 0.058 I I o1 I ( I 1.00 7.333 1.02 0.91 0.059 I I oI I I I 1.01 7.417 1.07 0.92 0.060 1 l o 1 I I I 1.01 7.500 1.08 0.94 0.061 I l 0 1 I I I 1.02 7.583 1.12 0.95 0.062 I I o I ( I I 1.03 7.667 1.17 0.97 0.063 1 1 o 1 1 1 1.04 7.750 1.18 0.98 0.065 ( 1 0 I I 1 = 1.05 7.833 1.22 1.00 0.066 ( 1 o II 1 1.06 7.917 1.27 1.02 0.068 I I 0 11 I 1.08 8.000 1.28 1.04 0.069 1 I o 11 I I 1.09 8.083 1.36 1.07 0.071 1 1 o 11 1.10 8.167 1.46 1.10 0.073 1 1 0 1 I 1.12 8.250 1.47 1.13 0.076 I ! 0 1 I 1 i 1.14 8.333 1.48 1.16 0.078 1 I o 1 I ( 1 1.16 8.417 1.48 1.18 0.080 I o 1 1 1 1 1.18 8.500 1.48 1.21 0.082 1 01 I I 1 1.19 8.583 1.52 1.23 0.084 1 01 1 I 1 1.21 8.667 1.57 1.26 0.086 I I 01 I 1 I 1.22 8.750 1.57 1.28 0.088 I 0 I 1 1.24 8.833 1.61 1.31 0.090 0 I 1 : 1.26 8.917 1.66 1.34 0.092 0 I 1 1.27 9.000 1.67 1.37 0.094 1 10 I 1 1.29 9.083 1.75 1.40 0.097 I 10 1 1 1.31 9.167 1.85 1.43 0.099 1 10 11 1 1.33 9.250 1.87 1.47 0.102 I I l 0 11 I 1.35 9.333 1.91 1.50 0.105 1 I 0 11 1 1.38 9.417 1.96 1.54 0.108 1 1I 0 I 1 1.40 9.500 1.97 1.57 0.111 1 0 I 1.42 9.583 2.01 1.61 0.113 1 1 0 11 = 1.44 9.667 2.06 1.65 0.116 I I I 0 II 1 1.47 9.750 2.07 1.68 0.119 I I I o 11 1 1.49 9.833 2.11 1.71 0.122 I 1 I 0 I I I 1.51 9.917 2.16 1.75 0.124 I I ( o l 1 1 1.53 10.000 2.16 1.78 0.127 I I o f 1 1 1.55 10.083 1.89 1.80 0.129 I I oil I 1.57 10.167 1.54 1.80 0.128 I I 1 1 o i I 1.56 Page 3 CROUTE2405.out 10.250 1.49 1.77 0.126 I I I I o f I 1.55 10.333 1.48 1.75 0.124 I I I I o f I 1.53 10.417 1.48 1.72 0.122 I I I I o f I 1. 52 10.500 1.48 1.70 0.121 I I I I o f I 1.50 10.583 1.68 1.69 0.120 I I I to I I 1.50 10.667 1.93 1.70 0.121 I I I 0 1 1 1.50 10.750 1.96 1.72 0.122 I I I 0 1 ( 1.51 10.833 1.97 1.74 0.124 I I I o 1 1 1.53 10.917 1.97 1.76 0.125 I I I 0 1 1 1.54 11.000 1.97 1.78 0.127 I I I 0 1 ( 1.55 11.083 1.93 1.79 0.128 I I I o 1 1 1.56 11.167 1.88 1.80 0.129 I I I O11 I 1.56 11.250 1.87 1.81 0.129 ( I 1 oil 1 1.57 11.333 1.87 1.81 0.129 I I I O11 1 1.57 11.417 1.87 1.82 0.130 I I I o11 I 1.57 11.500 1.87 1.82 0.130 I I I oil 1.58 11.583 1.79 1.82 0.130 1 1 0 l 1.58 11.667 1.69 1.82 0.130 1 1 to l l 1.57 11.750 1.68 1.81 0.129 I I I 1 O I I 1.57 11.833 1.71 1.80 0.128 I I ( to l 1.56 11.917 1.76 1.79 0.128 I ( 0 I 1.56 12.000 1.77 1.79 0.127 I I 0 I 1.56 12.083 2.05 1.80 0.128 I I I o ll I 1.56 12.167 2.40 1.84 0.131 I 1 I 0 1 1 1 1.58 12.250 2.45 1.89 0.135 I ( I 01 1 1 1.62 12.333 2.50 1.94 0.139 I ( I 0 11 1.65 12.417 2.55 1.98 0.143 I I I 0 11 1.68 12.500 2.56 2.03 0.147 I ( I 10 1 1.71 12.583 1.57 2.04 0.147 1 I 1 1 IO 1 1.71 12.667 0.35 1.94 0.140 1 1 I 1 O 1 1.65 12.750 0.20 1.80 0.129 1 1 l 0 1 1 1.56 12.833 0.27 1.67 0.118 1 2 l o 1 1 1.48 12.917 0.40 1.56 0.109 ( 1 1 o 1 ( 1.41 13.000 0.44 1.46 0.102 1 1 0 l l 1.35 13.083 0.87 1.39 0.097 1 1 O 1 ( 1.31 13.167 1.40 1.37 0.095 I I 101 0 I I 1.30 13.250 1.49 1.38 0.095 l I I I 1.30 13.333 1.53 1.39 0.096 ( I 10 1 1 1.31 13.417 1.56 1.40 0.097 I 1 l0 1 1 , 1.31 13.500 1.59 1.42 0.098 I I l0 1 1 1 1.32 13.583 1.87 1.44 0.100 I I 10 11 1 1.34 13.667 2.21 1.49 0.104 I I 10 11 I 1.37 13.750 2.25 1.56 0.109 I 1 10 1 1 I 1.41 13.833 2.26 1.62 0.114 I I ( o l 1 i 1.45 13.917 2.26 1.67 0.118 I I I 0 I 1 l 1.48 14.000 2.26 1.72 0.122 I I ( 0 I 1 ( 1.51 14.083 1.51 1.73 0.123 I I 11 0 I l 1.52 14.167 0.57 1.68 0.119 I 11 0 1 1.48 14.250 0.46 1.58 0.111 I I l 1 0 l 1.42 14.333 0.38 1.48 0.103 I 1 1 o I I 1.36 14.417 0.31 1.38 0.096 l 1 to 1 1.30 14.500 0.32 1.29 0.089 l 1 0 1 1.25 14.583 0.34 1.21 0.082 l 1 , 01 l 1.20 14.667 0.36 1.14 0.077 I 1 I 0 1 I 1.15 14.750 0.39 1.08 0.072 I 1 I 0 I I 1.11 14.833 0.33 1.02 0.067 1 1 0 I I I 1.07 14.917 0.26 0.95 0.062 1 1 l 0 I I I 1.03 15.000 0.27 0.90 0.058 1 1 l O I I I 0.99 15.083 0.21 0.83 0.053 1 1 l O I I I 0.92 15.167 0.13 0.76 0.049 11 10 I I I 0.85 15.250 0.14 0.70 0.045 11 0 I I I 0.78 15.333 1.01 0.69 0.044 1 0 1 I I I 0.76 15.417 1.16 0.73 0.047 1 10 1 1 I I 0.81 Page 4 CROUTE2405.out 15.500 0.18 0.72 0.046 I I 10 I I I 0.80 15.583 0.80 0.70 0.045 1 0 I I I I 0.78 15.667 1.71 0.75 0.049 1 10 I 11 I 0.84 15.750 1.85 0.86 0.055 1 1 0 I II I 0.95 15.833 1.87 0.95 0.062 I 1 0 I II I 1.03 15.917 1.87 1.03 0.068 1 1 0 1 11 1 1.08 16.000 1.87 1.10 0.074 ( 1 0 I II I 1.12 16.083 1.27 1.14 0.077 ( I 011 I I 1.15 16.167 0. 52 1.12 0.075 I 2 1 0 1 1 I 1.14 16.250 0.41 1.06 0.071 I I I 0 1 I I 1.10 16.333 0.39 1.01 0.066 1 I 1 O I I I 1.07 16.417 0.39 0.96 0.062 ( I 1 0 i I I 1.03 16.500 0.39 0.91 0.059 I I 1 0 I I I 1.00 16.583 0.35 0.86 0.055 ( I 1 0 I I I 0.95 16.667 0.30 0.80 0.052 1 I t o 1 I 1 0.89 16.750 0.30 0.75 0.048 1 I 10 I I ( 0.83 16.833 0.30 0.70 0.045 1 I 0 I I I 0.78 16.917 0.30 0.66 0.043 1 2 0 I I ( 0.74 17.000 0.30 0.63 0.040 1 I 01 1 I I 0.70 17.083 0.38 0.60 0.038 ( I o1 I I I 0.66 17.167 0.48 0.58 0.037 I I o1 I ( I 0.64 17.250 0.49 0.57 0.037 1 I01 I I I 0.63 17.333 0.49 0.56 0.036 1 101 1 I I 0.62 17.417 0.49 0.55 0.036 I 0 1 I I I 0.62 17.500 0.49 0.55 0.035 I 0 I ( I 0.61 17.583 0.49 0.54 0.035 I 0 ( I I 0.60 17.667 0.49 0.54 0.035 I 0 I I 1 0.60 17.750 0.49 0.53 0.034 1 0 I I I I 0.59 17.833 0.45 0.53 0.034 1 Io I I I I 0.58 17.917 0.40 0.52 0.033 1 Io I I I ! 0.57 18.000 0.39 0.50 0.033 I 10 1 I I I 0.56 18.083 0.39 0.49 0.032 I I o l I I I 0.55 18.167 0.39 0.48 0.031 1 I o 1 I I 0.54 18.250 0.39 0.47 0.031 1 Io I I I 0.53 18.333 0.39 0.47 0.030 I I0 I ( I 0.52 18.417 0.39 0.46 0.030 I I0 I I ! I 0.51 18.500 0.39 0.45 0.029 1 Io I I I I 0.50 18.583 0.35 0.44 0.029 1 Io I I I I 0.49 18.667 0.30 0.43 0.028 1 I 0 I I I I 0.48 18.750 0.30 0.42 0.027 1 I 0 I I 1 1 0.47 18.833 0.26 0.40 0.026 ( 2 0 I I 1 0.45 19.000 0.20 0.37 0.024 j I o I I 1 1 0.41 0 0.39 19.167 0.29 0.34 0.022 I IIo 1 0.38 19.250 0.29 0.34 0.022 Io ' 1 0.38 19.333 0.34 0.34 0.022 0 I I 0.37 19.417 0.39 0.34 0.022 I 0 I I I 0.38 19.500 0.39 0.34 0.022 I 0 I I 0.38 19.583 0.35 0.35 0.022 1 0 1 1 0.38 19.667 0.30 0.34 0.022 I Io I I I I 0.38 19.750 0.30 0.34 0.022 I Io I I I I 0.38 19.833 0.26 0.33 0.021 1 Io I I I 0.37 19.917 0.21 0.32 0.021 1 I 0 1 I! 1 0.36 20.000 0.20 0.31 0.020 1 Io 1 I I 0.35 20.083 0.24 0.30 0.019 1 Io I I I 0.33 20.167 0.29 0.30 0.019 1 0 1 1 0.33 20.250 0.29 0.30 0.019 1 0 I I I 0.33 20.333 0.30 0.30 0.019 I 0 I I 0.33 20.500 0.30 0.30 0.019 : 0 I I! I I 0-33 20.583 0.30 0.30 0.019 1 0 I I 0.33 20.667 0.30 0.30 0.019 1 0 I I I 0.33 Page 5 CROUTE2405.out 20.750 0.30 0.30 0.019 l 0 I I I I 0.33 20.833 0.26 0.29 0.019 I 0 I ( I 0.33 20.917 0.21 0.29 0.019 110 I I I 0.32 21.000 0.20 0.28 0.018 I Io I I I 0.31 21.083 0.24 0.27 0.018 110 I I I I 0.30 21.167 0.29 0.27 0.017 t o I I I I 0.30 21.250 0.29 0.27 0.018 l 0 I 1 ( I 0.30 21.333 0.26 0.27 0.018 t o I I I I 0.30 21.417 0.21 0.27 0.017 110 I I I 0.30 21.500 0.20 0.26 0.017 110 I I I 0.29 21.583 0.24 0.26 0.017 110 I I I I 0.29 21.667 0.29 0.26 0.017 t o I I I I 0.29 21.750 0.29 0.26 0.017 t o I I I ( 0.29 21.833 0.26 0.26 0.017 l 0 I I I I 0.29 21.917 0.21 0.26 0.017 110 I I I I 0.29 22.000 0.20 0.25 0.016 110 I I I I 0.28 22.083 0.24 0.25 0.016 110 I I ! I 0.28 22.167 0.29 0.25 0.016 t o ( I I I 0.28 22.250 0.29 0.26 0.016 t o I I I I 0.28 22.333 0.26 0.26 0.017 l 0 I I ! I 0.29 22.417 0.21 0.25 0.016 110 I I I I 0.28 22.500 0.20 0.25 0.016 ( 10 I I I I 0.28 22.583 0.20 0.24 0.016 110 I ! I 0.27 22.667 0.20 0.24 0.015 t o I I I 0.27 22.750 0.20 0.23 0.015 l 0 I I I I 0.26 22.833 0.20 0.23 0.015 l 0 I I I 0.26 22.917 0.20 0.23 0.015 l 0 I I I 0.25 23.000 0.20 0.22 0.014 l 0 I I I I 0.25 23.083 0.20 0.22 0.014 t o I I I I 0.25 23.167 0.20 0.22 0.014 t o I I I I 0.24 23.250 0.20 0.22 0.014 l 0 I I I 0.24 23.333 0.20 0.21 0.014 l 0 I I I 0.24 23.417 0.20 0.21 0.014 l 0 I I i 0.24 23.500 0.20 0.21 0.014 t o I I I I 0.23 23.583 0.20 0.21 0.014 t o I I I 0.23 23.667 0.20 0.21 0.013 I 0 I I ( 0.23 23.750 0.20 0.21 0.013 t o I I I I 0.23 23.833 0.20 0.21 0.013 t o I I I 0.23 23.917 0.20 0.21 0.013 l 0 I I I 0.23 24.000 0.20 0.20 0.013 l 0 I I I 0.23 24.083 0.12 0.20 0.013 110 1 I 0.22 24.167 0.02 0.19 0.012 1 0 I 1 I 0.21 24.250 0.00 0.17 0.011 1 0 1 I 1 0.19 24.333 0.00 0.15 0.010 10 ! _ 0.17 24.417 0.00 0.14 0.009 10 I 0.15 24.500 0.00 0.12 0.008 10 ! : 00.14 .12 24.583 0.00 0.11 0.007 10 24.667 0.00 0.10 0.006 10 I I ( I 0.11 Remaining water in basin = 0.01 (AC.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 296 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 2.036 (CFS) Total volume = 1.589 (AC.Ft) status of hydrographs being held in storage stream 1 stream 2 stream 3 stream 4 stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 Page 6 CROUTE2405.out -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/Station 302.000 ** * STORE OR DELETE CURRENT HYDROGRAPH ** Current stream hydrograph saved in file CROUTE2405.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (AC.Ft) status of hydrographs being held in storage Stream 1 stream 2 stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 -------------------------------------------------------------------- Page 7 CROUTE2410.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (C) CIVILCADD/CIVILDESIGN, 1989 - 2001 study date: 05/11/05 TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 10 YEAR, 24 HOUR STORM EVENT BY: MATTHEW W. BUSCH ------------------------------------------------------------------- Hunsacker & Associates Irvine, Inc. - S/N 901 -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED2410.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 291 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 4.155 (CFS) Total volume = 1.889 (AC.Ft) status of hydrographs being held in storage stream 1 Stream 2 stream 3 stream 4 stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/Station 302.000 **** RETARDING BASIN ROUTING **** user entry of depth-outflow-storage data -------------------------------------------------------------------- Total number of inflow hydrograph intervals = 291 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) -------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin .depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC. Ft) Initial basin outflow = 0.00 (CFS) -------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. Storage and Depth vs. Discharge data: Basin De th storage outflow (S-o*dt/2) (S+o*dt/2) (Ft.� (AC.Ft) (CFS) (AC.Ft) (AC.Ft) ---------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Page 1 CROUTE2410.out Graph values: 'I'= unit inflow; '0'=outflow at time shown ---------------------------------------------------------------------- Time Inflow outflow Storage Depth (Hours) (CFS) (CFS) (AC.Ft) .0 1.0 2.08 3.12 4.16 (Ft.) 0.083 0.09 0.00 0.000 0 I I I I 0.01 0.167 0.21 0.02 0.001 oI I I I I 0.02 0.250 0.23 0.04 0.003 oI I I I 0.04 0.333 0.28 0.06 0.004 o 1 I I I 0.07 0.417 0.34 0.09 0.006 0 I 0.10 0.500 0.35 0.11 0.007 0 I I I I I 0.13 0.583 0.35 0.14 0.009 101 I I I I 0.15 0.667 0.35 0.16 0.010 101 I I I I 0.18 0.750 0.35 0.18 0.012 102 I I I I 0.20 0.833 0.40 0.20 0.013 to I I I I I 0.22 0.917 0.46 0.22 0.014 to I I I I 0.25 1.000 0.47 0.25 0.016 to I ( I I 0.27 1.083 0.42 0.27 0.017 I oI I I I 0.30 1.167 0.36 0.28 0.018 I 0 ( I ( 0.31 1.250 0.35 0.29 0.018 l 0 I I I 0.32 1.333 0.35 0.29 0.019 I 0 ( I I 0.33 1.417 0.35 0.30 0.019 I 0 ( I I 0.33 1.500 0.35 0.30 0.020 I 0 ( I I ( 0.34 1.583 0.35 0.31 0.020 l 0 I I I I 0.34 1.667 0.35 0.31 0.020 l 0 I ! I I 0.35 1.750 0.35 0.32 0.020 I 0 ' I I 5 1.833 0.40 0.32 0.021 I oI 0.3 1.917 0.46 0.33 0.021 101 I I I 0.37 2.000 0.47 0.35 0.022 I oI I !I I 0.38 0.40 2.167 0.47 0.37 0.024 01 I I I I 0.41 2.250 0.47 0.38 0.024 101 I I I I 0.42 2.333 0.47 0.39 0.025 ( oI I I I I 0.43 2.417 0.47 0.40 0.026 t o I I I I 0.44 2.500 0.47 0.40 0.026 l 0 I I I I 0.45 2.583 0.51 0.41 0.027 l 0 ( I I I 0.46 2.667 0.57 0.43 0.027 I OI I I I 0.47 2.750 0.58 0.44 0.028 I oI I I I 0.49 2.833 0.58 0.46 0.029 I oI I I I I 0.51 2.917 0.58 0.47 0.030 I oI I I I I 0.52 3.000 0.58 0.48 0.031 I oI I I I I 0.53 3.083 0.58 0.49 0.032 I of I I I I 0.55 3.167 0.58 0.50 0.032 I 01 I I I I 0.56 3.250 0.58 0.51 0.033 I 01 I I I I 0.57 3.333 0.58 0.52 0.033 01 I I I 0.57 3.417 0.58 0-.52 0.034 0 I I I 0.58 3.500 0.58 0.53 0.034 I 0 I I I I 0.59 3.583 0.58 0.53 0.034 I 0 I I I I 0.59 3.667 0.58 0.54 0.035 I 0 I I ( I 0.60 3.750 0.58 0.54 0.035 I 0 I I I 0.60 3.833 0.63 0.55 0.035 I 0 0.61 3.917 0.69 0.56 0.036 I 01 I ! I I 0.62 4.000 0.70 0.58 0.037 I oI I ! I 0.64 4.083 0.70 0.59 0.038 I oI I I ( 0.65 4.167 0.70 0.60 0.039 I oI I I I 0.67 4.250 0.70 0.61 0.039 I oI I I 0.68 4.333 0.75 0.62 0.040 I oI I 0.69 4.417 0.81 0.64 0.041 I 0 I I 0.71 4.500 0.82 0.66 0.042 I oI I I I 0.73 4.583 0.82 0.67 0.043 I 01 I I I 0.75 4.667 0.82 0.69 0.044 I 01 I I 0.76 4.750 0.82 0.70 0.045 I oI I I I 0.78 4.833 0.87 0.71 0.046 I oI 1 I ! I 0.79 4.917 0.92 0.73 0.047 1 0 II I I I 0.81 Page 2 CROUTE2410.out 5.000 0.93 0.75 0.048 1 0 II I I I 0.84 5.083 0.84 0.77 0.049 I of I I I I 0.85 5.167 0.72 0.77 0.049 o f I I I 0.85 5.250 0.70 0.76 0.049 1 0 1 I I I 0.85 5.333 0.75 0.76 0.049 0 1 I I I 0.84 5.417 0.81 0.76 0.049 0I I I I ( 0.84 5.500 0.82 0.77 0.049 l 01 I I I I 0.85 5.583 0.87 0.77 0.050 I of I I I ( 0.86 5.667 0.92 0.79 0.051 l oil I 1 I 0.87 5.750 0.93 0.80 0.052 I oil I 1 I 0.89 5.833 0.93 0.81 0.052 1 oil I 1 1 0.90 5.917 0.93 0.83 0.053 1 oil I 1 1 0.92 6.000 0.93 0.84 0.054 1 oil I 1 I 0.93 6.083 0.98 0.85 0.055 I oil I I I 0.94 6.167 1.04 0.87 0.056 l 0 I 1 l 0.96 6.250 1.05 0.88 0.057 l 0 I l 1 0.98 6.333 1.05 0.90 0.058 I 0 1 I I I 1.00 6.417 1.05 0.91 0.059 I 01 I I I 1.01 6.500 1.05 0.92 0.060 I of I ( I 1.02 6.583 1.10 0.94 0.061 i oI 1 ( 1 1.02 6.667 1.16 0.95 0.062 l of i l 1.03 6.750 1.17 0.97 0.064 l oI I l 1.04 6.833 1.17 0.99 0.065 l of I ( I 1.05 6.917 1.17 1.00 0.066 l of I I I 1.06 7.000 1.17 1.02 0.067 l of I I I 1.07 7.083 1.17 1.03 0.068 I of l l I 1.08 7.167 1.17 1.04 0.069 l 0 I I I 1.09 7.250 1.17 1.05 0.070 I O I I I 1.10 7.333 1.22 1.06 0.071 i oI I I I 1.10 7.417 1.27 1.08 0.072 l OI 1 l I 1.11 7.500 1.28 1.10 0.073 I of I I I 1.12 j 7.583 1.33 1.11 0.075 1 0 1 I I I 1.13 7.667 1.39 1.13 0.076 I 0 1 I I ( 1.15 7.750 1.40 1.16 0.078 I 0 1 I I I 1.16 7.833 1.45 1.18 0.080 I 10 I I I I 1.17 7.917 1.51 1.20 0.082 I 10 I I I I 1.19 8.000 1.52 1.23 0.084 1 10 1 I I I 1.21 8.083 1.61 1.26 0.086 1 to I 1 I I 1.22 8.167 1.73 1.29 0.089 1 10 I 1 I 1.25 8.250 1.75 1.33 0.092 l l 0 I l I 1.27 8.333 1.75 1.37 0.094 i l 0 I l 1.29 8.417 1.75 1.40 0.097 I t o I l I 1.31 8.500 1.75 1.43 0.099 l 1 o 1 l I 1.33 8.583 1.80 1.46 0.102 I l o t l 1.35 8.667 1.86 1.49 0.104 I l o I 1 1.37 8.750 1.87 1.52 0.107 I I O I l 1.39 8.833 1.92 1.55 0.109 I 10 1 1 1.41 8.917 1.98 1.59 0.112 I 1 o 11 1.43 9.000 1.98 1.62 0.114 1 l o Il ( 1.45 9.083 2.08 1.65 0.117 l 1 o I I 1.47 9.167 2.20 1.69 0.120 l I 0 I 1 1.50 9.250 2.22 1.74 0.123 I I 0 11 1 1 1.52 9.333 2.27 1.78 0.127 I ( o 11 1 I 1.55 9.417 2.33 1.82 0.130 1 0 11 I 1.58 9.500 2.33 1.87 0.134 l 0 li I 1.60 9.583 1.44 1.87 0.134 l 1 0 1 I I 1.61 9.667 0.34 1.79 0.127 I I I o f ( I 1.55 9.750 0.20 1.66 0.117 II 1 0 1 I 1.47 9.833 0.29 1.54 0.108 I I t o I ( 1.40 9.917 0.43 1.44 0.100 I I t o I I 1.34 10.000 0.47 1.36 0.094 1 1 l 0 I ( I 1.28 10.083 1.00 1.30 0.089 ( II o I I I 1.25 10.167 1.64 1.30 0.090 I 1 0 1 I I I 1.25 Page 3 CROUTE2410.Out 10.250 1.74 1.34 0.092 I 1 0 i 1 I I 1.27 10.333 1.75 1.37 0.095 I 1 0 i t I I 1.29 10.417 1.75 1.40 0.097 I 1 0 i t I I 1.31 10.500 1.75 1.43 0.100 I 10 I I I I 1.33 10.583 1.11 1.43 0.100 I 10 I I I 1.33 10.667 0.32 1.37 0.095 l i 1 0 I I I 1.30 10.750 0.22 1.28 0.088 li 10 1 1 1 1.24 10.833 0.23 1.19 0.081 li 10 I I I 1.18 10.917 0.25 1.11 0.074 li 0 I I I 1.13 11.000 0.27 1.04 0.069 1 i of I I I 1.09 11.083 0.20 0.97 0.063 li of I I I 1.04 11.167 0.10 0.90 0.058 I 0 1 I I I 1.00 11.250 0.10 0.82 0.053 I o f I I I 0.91 11.333 0.12 0.75 0.048 I o f I I I 0.83 11.417 0.14 0.69 0.044 li 0 1 I I I 0.76 11.500 0.16 0.63 0.041 li o I 1 I I 0.70 11.583 0.91 0.62 0.040 1 o II I I ( 0.69 11.667 1.83 0.70 0.045 I 0 1 i t I I 0.78 11.750 1.96 0.82 0.053 I 0 1 II I I 0.91 11.833 1.19 0.90 0.058 1 0 11 1 1 I 1.00 11.917 0.21 0.88 0.056 li 0 I 1 I 1 0.97 12.000 0.08 0.80 0.052 I o f I I 0.89 12.083 0.74 0.76 0.049 I 0 1 I I I 0.85 12.167 1. 59 0.80 0.052 I 0 1 i I I I 0.89 12.250 1.73 0.89 0.057 I o f 1 l I I 0.99 12.333 1.87 0.97 0.063 1 of 11 I I 1.04 12.417 2.01 1.05 0.070 1 0 II I I 1.09 12.500 2.05 1.13 0.076 1 0 I I 1 1.15 12.583 2.26 1.22 0.083 I 10 I I 1 1.20 12.667 2.52 1.32 0.091 1 1 0 l 1 I 1 1.26 12.750 2.57 1.42 0.099 1 1 0 l 1 ( I 1.33 12.833 2.69 1.52 0.107 I 1 0 I i I I 1.39 12.917 2.83 1.63 0.115 I I 0 I i 1 I 1.46 13.000 2.87 1.73 0.123 I ( 0 I i t I 1.52 13.083 3.36 1.85 0.132 I I 0 I li I 1.59 13.167 3.98 2.00 0.144 I ( 01 I I 1 1.69 13.250 4.08 2.17 0.157 1 I 0 1 it 1.80 13.333 4.12 2.34 0.170 I I 10 1 it 1.90 13.417 4.14 2.49 0.182 1 1 0 1 11 1.99 13.500 4.16 2.83 0.192 ( 0 ( I 2.06 13.583 3.13 3.01 0.197 1 of 1 2.10 13.667 1.85 2.89 0.194 1 I i I 0 I I 2.07 13.750 1.68 2.65 0.187 I I 1 I 0 I I 2.03 13.833 1.66 2.47 0.181 I I 1 o I ( 1.98 13.917 1.68 2.41 0.176 I I 1 o 1 1.94 14.000 1.70 2.35 0.171 I 2 1 0 I 1.90 14.083 2.10 2.31 0.168 ( io 1 1.88 14.167 2.59 2.31 0.168 1 10 I 1 1.88 14.250 2.68 2.34 0.170 I I ( 0 I ( 1.90 14.333 2.61 2.36 0.172 I I l 0 1 1 1.92 14.417 2.51 2.38 0.174 I I I Oi 1 1.93 14.500 2.52 2.39 0.175 I I I Oi I I 1.93 14.583 2.53 2.40 0.175 I I I of I 1 1.94 14.667 2.55 2.42 0.176 I I I of 1 1 1.95 14.750 2.57 2.43 0.177 I I I of ( 1 1.95 14.833 2.49 2.44 0.178 1 1 Oi I I 1.96 14.917 2.39 2.44 0.178 I 1 0 I 1 1.96 15.000 2.39 2.43 0.178 I I 1 0 I I 1.96 15.083 2.31 2.43 0.177 1 ( I1O 1 I 1.95 15.167 2.21 2.41 0.176 I I lio 1 1.94 15.250 2.21 2.39 0.175 I I IIo 1 1.93 15.333 2.13 2.37 0.173 I I 1 0 I ( 1.92 15.417 2.03 2.35 0.171 I I II 0 1 1 1.91 Page 4 CROUTE2410.out 15.500 2.03 2.32 0.169 I 1 IIo I I 1.89 15.583 1.66 2.28 0.166 1 1 I 10 1 1 1.86 15.667 1.20 2.21 0.160 I II 10 i 1 1.82 15.750 1.15 2.12 0.154 I I 0 I I 1.76 15.833 1.16 2.04 0.147 ( I 01 I l 1.71 15.917 1.17 1.97 0.141 1 II 01 I 1 1.67 16.000 1.19 1.90 0.136 I II 0 1 ( I 1.63 16.083 0.90 1.83 0.131 I I l O I I l 1.58 16.167 0.53 1.74 0.123 I I l 0 I ( I 1.52 16.250 0.48 1.63 0.115 I I l 0 I ( ( 1.46 16.333 0.47 1.53 0.107 I I l 0 I I I 1.40 16.417 0.47 1.44 0.100 I I t o l I 1.34 16.500 0.47 1.36 0.094 I I l 0 I I 1.29 16.583 0.42 1.28 0.088 1 I 10 I I I 1.24 16.667 0.36 1.21 0.082 1 I 10 I I I 1.19 16.750 0.35 1.14 0.076 I I O I I I 1.15 16.833 0.35 1.07 0.071 I I 0 l I 1.11 16.917 0.35 1.01 0.067 I I 01 I I 1.07 17.000 0.35 0.95 0.062 I I 01 I I I 1.03 17.083 0.45 0.91 0.059 ( i o I I I I 1.00 17.167 0.56 0.87 0.056 I i o I I I I 0.96 17.250 0.58 0.84 0.054 I 10 I I I I 0.93 17.333 0.58 0.81 0.052 I i o I I I I 0.90 17.417 0.58 0.79 0.051 I i o I I I I 0.88 17. 500 0.58 0.77 0.049 I Io I I I I 0.85 17.583 0.58 0.75 0.048 I IO I I I 1 0.83 17.667 0.58 0.73 0.047 I io I I I I 0.81 17.750 0.58 0.72 0.046 I io I I I I 0.80 17.833 0.54 0.70 0.045 l io I I I I 0.78 17.917 0.48 0.68 0.044 I I o I I I 1 0.76 18.000 0.47 0.66 0.043 I I o I I ( I 0.73 18.083 0.47 0.64 0.041 I io I I I I 0.71 18.167 0.47 0.62 0.040 I Io ( I I I 0.69 18.250 0.47 0.61 0.039 I Io I I I I 0.67 18.333 0.47 0.59 0.038 I Io ( I ( I 0.66 18.417 0.47 0.58 0.037 I Io I I ! ( 0.64 18.500 0.47 0.57 0.037 I Io I I I 0.63 18.583 0.42 0.56 0.036 I Io = l I I 0.62 18.667 0.36 0.54 0.035 I I 0 I I I 0.60 18.750 0.35 0.52 0.034 I I o I I I 0.58 18.833 0.30 0.50 0.032 ( io I I I 0.56 18.917 0.24 0.48 0.031 li o 1 I I 0.53 19.000 0.24 0.45 0.029 li o 1 I ( 0.50 19.083 0.28 0.43 0.028 I io I I I 0.48 19.167 0.34 0.42 0.027 ( io I I I 0.47 19.250 0.35 0.41 0.027 I io I I I 0.46 19.333 0.40 0.41 0.026 0 I I I 0.46 19.417 0.46 0.41 0.027 t o I I I 0.46 19.500 0.47 0.42 0.027 1 0 1 1 1 0.46 19.583 0.42 0.42 0.027 I o I I ( 0.47 19.667 0.36 0.42 0.027 I io I I I I 0.46 19.750 0.35 0.41 0.026 I Io I I 0.46 19.833 0.30 0.40 0.026 l Io l = = 0.45 19.917 0.24 0.39 0.025 IIO I I 0.43 20.000 0.24 0.37 0.024 lio I I 0.42 20.083 0.28 0.36 0.023 I 0 ( I 0.40 20.167 0.34 0.36 0.023 l 0 I I I 0.40 20.250 0.35 0.36 0.023 l 0 I I I 0.39 20.333 0.35 0.35 0.023 l 0 I I I 0.39 20.417 0.35 0.35 0.023 l 0 I I I 0.39 20.500 0.35 0.35 0.023 l 0 I I I 0.39 20.583 0.35 0.35 0.023 l 0 = I I I 0.39 20.667 0.35 0.35 0.023 l 0 I I I I 0.39 Page 5 CROUTE2410.out 20.750 0.35 0.35 0.023 t o I I I I 0.39 20.833 0.30 0.35 0.023 l 0 ( I I I 0.39 20.917 0.24 0.34 0.022 li0 ( I I ( 0.38 21.000 0.24 0.33 0.021 lio 1 I I I 0.37 21.083 0.28 0.32 0.021 t o I I I I 0.36 21.167 0.34 0.32 0.021 I 0 ! I I ( 0.36 21.250 0.35 0.33 0.021 l 0 I I I I 0.36 21.333 0.30 0.33 0.021 l 0 I I I I 0.36 21.417 0.24 0.32 0.021 l20 I I 1 1 0.36 21.500 0.24 0.31 0.020 IIo ( I ( I 0.35 21.583 0.28 0.31 0.020 1 0 ( I I I 0.34 21.667 0.34 0.31 0.020 1 0 ( ( I I 0.34 21.750 0.35 0.31 0.020 1 0 I I I I 0.35 21.833 0.30 0.31 0.020 1 0 I I I 0.35 21.917 0.24 0.31 0.020 IIO ( I I 0.34 22.000 0.24 0.30 0.019 lio I I I 0.33 22.083 0.28 0.30 0.019 1 0 I I I I 0.33 22.167 0.34 0.30 0.019 1 0 I I I I 0.33 22.250 0.35 0.30 0.020 t o I I I I 0.34 22.333 0.30 0.31 0.020 l 0 I I I I 0.34 22.417 0.24 0.30 0.019 lio I 1 I I 0.34 22.500 0.24 0.30 0.019 lio I I 1 1 0.33 22.583 0.23 0.29 0.019 lio I 1 I I 0.32 22.667 0.23 0.28 0.018 li0 I 1 I I 0.32 22.750 0.23 0.28 0.018 lio 1 I I I 0.31 22.833 0.23 0.27 0.018 lio 1 I I I 0.30 22.917 0.23 0.27 0.017 li0 I I 1 I 0.30 23.000 0.23 0.27 0.017 JIo I I 1 I 0.30 23.083 0.23 0.26 0.017 110 1 1 1 I 0.29 23.167 0.23 0.26 0.017 IIO I 1 l 0.29 23.250 0.23 0.26 0.017 10 I I I 0.29 23.333 0.23 0.25 0.016 10 I I ( 0.28 23.417 0.23 0.25 0.016 10 I I ( 0.28 23.500 0.23 0.25 0.016 10 1 I I ! 0.28 23.583 0.23 0.25 0.016 10 1 1 I I 0.28 23.667 0.23 0.25 0.016 10 1 I I I 0.28 23.750 0.23 0.25 0.016 10 I 1 I I 0.27 23.833 0.23 0.24 0.016 10 1 1 ( I 0.27 23.917 0.23 0.24 0.016 10 I 1 1 I 0.27 24.000 0.23 0.24 0.016 10 1 I I I 0.27 24.083 0.14 0.24 0.015 10 I ! I ( 0.26 24.167 0.02 0.22 0.014 TO I I I l 0.25 24.250 0.00 0.20 0.013 10 l I I I 0.22 24.333 0.00 0.18 0.012 Io I I I I 0.20 24.417 0.00 0.16 0.010 10 I I I I 0.18 24.500 0.00 0.15 0.009 10 I I I I 0.16 24.583 0.00 0.13 0.008 10 I I I I 0.14 24.667 0.00 0.12 0.008 O I I I I 0.13 24.750 0.00 0.11 0.007 0 I I I 0.12 24.833 0.00 0.09 0.006 o I I I 0.11 Remaining water in basin = 0.01 (AC.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 298 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 3.009 (CFS) Total volume = 1.883 (AC.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Page 6 CROUTE2410.out Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/Station 302.000 **** STORE OR DELETE CURRENT HYDROGRAPH **** Current stream hydrograph saved in file CROUTE2410.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (Ac.Ft) status of hydrographs being held in storage Stream 1 stream 2 Stream 3 stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 ----------------------------------------------------------------------- Page 7 CROUTE24100.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2001 study date: 05/11/05 ---------------------------------------------------------- TRACT NO. 25476 & 25477 UNIT AREA HYDROGRAPH AREA C ROUTED CONDITION 100 YEAR, 24 HOUR STORM EVENT BY: MATTHEW W. BUSCH --------------------------- Hunsacker & Associates Irvine, Inc. - S/N 901 ---------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CDEVELOPED24100. rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 291 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 8.308 (CFS) Total volume = 3.498 (AC.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 stream 4 stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *;'rst'.r:t*::*;t3:isir 'rsY*****ir**��****::***;`*****;Y�********;`*•�:r;'r�-****sY*k********** .+++++++++++.++++-f-+++++-F-++++-F--f•-F+++-i--F--f-++++•}--}--}-..-I.•}•-}.•1•++-1.-f--I--I--1--1-.++++++++ Process from Point/Station 301.000 to Point/Station 302.000 **** RETARDING BASIN ROUTING **** user entry of depth-outflow-storage data Total number of inflow hydrograph intervals = 291 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) ----------------------------------------------------------------- ---------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (AC.Ft) Initial basin outflow = 0.00 (CFS) -------------------------------------------------------------------- --------------------------------------------------------------------- Depth vs. Storage and Depth vs. Discharge data: Basin Depth storage outflow (S-O*dt/2) (S+o*dt/2) (Ft.) (AC.Ft) (CFS) (AC.Ft) (AC.Ft) --------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 1.000 0.058 0.900 0.055 0.061 2.000 0.183 2.500 0.174 0.192 3.000 0.331 7.800 0.304 0.358 3.700 0.451 13.600 0.404 0.498 4.700 0.648 34.800 0.528 0.768 ------------------------------------------------------------------------ Hydrograph Detention Basin Routing --------------------------------------------------------------------- Page 1 CROUTE24100.out Graph values: 'I'= unit inflow; '0'=outflow at time shown -------------------------------------------------------------------- - Time Inflow outflow storage Depth (Hours) (CFS) (CFs) (AC.Ft) .0 2.1 4.15 6.23 8.31 (Ft.) 0.083 0.14 0.01 0.000 0 1 I I I 0.01 0.167 0.33 0.03 0.002 oI I I I I 0.03 0.250 0.35 0.06 0.004 oI I I I ( 0.07 0.333 0.43 0.09 0.006 oI I I I I 0.11 0.417 0.52 0.13 0.009 oI I I I I 0.15 0.500 0.53 0.17 0.011 0 I I I I I 0.19 0.583 0.53 0.21 0.013 o I I I I I 0.23 0.667 0. 53 0.24 0.016 o I I I I I 0.27 0.750 0.53 0.27 0.018 IoI I I I I 0.30 0.833 0.61 0.30 0.019 101 I I I I 0.34 0.917 0.70 0.34 0.022 IoI I I I I 0.38 1.000 0.71 0.37 0.024 10I 1 I I I 0.42 1.083 0.64 0.40 0.026 1oI I 1 I ( 0.45 1.167 0.55 0.42 0.027 10I I I I 0.47 1.250 0.54 0.44 0.028 1oi I 1 0.48 1.333 0.53 0.45 0.029 IoI I I I 0.50 1.417 0.53 0.46 0.029 IoI I I I 0.51 1.500 0.53 0.46 0.030 1oi ( I I 0.51 1.583 0.53 0.47 0.030 IoI I I 0.52 1.667 0.53 0.48 0.031 10I 1 I I 0.53 1.750 0.53 0.48 0.031 1oI 1 I I I 0.54 1.833 0.61 0.49 0.032 IoI 1 I I I 0.55 1.917 0.70 0.51 0.033 10I I I I I 0.56 2.000 0.71 0.53 0.034 1 0 I I I I 0.59 2.083 0.71 0.55 0.035 1 0 I I I I 0.61 2.167 0.71 0.56 0.036 l 0 1 I I ( 0.63 2.250 0.71 0.58 0.037 I 0 I I ! 0.64 2.333 0.71 0.59 0.038 l 0 I I I 0.66 2.417 0.71 0.60 0.039 I 0 ( I ( I 0.67 2.500 0.71 0.61 0.040 l 0 I I = 0.68 2.583 0.78 0.63 0.040 ( 01 0.70 2.667 0.87 0.65 0.042 1 01 I I ( 0.72 2.750 0.89 0.67 0.043 1 01 I I 1 0.75 2.833 0.89 0.69 0.045 ( 01 I I I 2.917 0.89 0.71 0.046 1 01 I I I I 0.79 3.000 0.89 0.73 0.047 ( oI I I I 0.81 0.83 3.167 0.89 0.76 0.049 1 oI I I I I 0.85 3.250 0.89 0.77 0.050 1 oI I I I 0.86 3.333 0.89 0.79 0.051 1 0 I I I 0.87 3.417 0.89 0.80 0.051 I 0 I I 0.89 3.500 0.89 0.81 0.052 l 0 I ( i I 0.90 3.583 0.89 0.81 0.053 I 0 I0.91 3.667 0.89 0.82 0.053 1 O 1 I 0.91 3.750 0.89 0.83 0.053 I 0 I 0.92 3.833 0.96 0.84 0.054 1 O I 0.93 3.917 1.05 0.86 0.055 I 01 I 0.95 4.000 1.06 0.88 0.056 I oI ( I 0.97 4.083 1.07 0.90 0.058 I 01 I 1.00 4.167 1.07 0.91 0.059 I 01 I ( 1.01 4.250 1.07 0.92 0.060 1 of I I 1.02 4.333 1.14 0.94 0.061 ( OI 1 ( I 1.02 4.417 1.23 0.96 0.063 I oI I ( I 1.04 4.500 1.24 0.98 0.065 1 oI I I I 1.05 4.583 1.25 1.01 0.066 1 01 I I I I 1.07 4.667 1.25 1.03 0.068 1 oI I I I I 1.08 4.750 1.25 1.04 0.069 I O I I I I 1.09 4.833 1.32 1.06 0.071 1 oI I I I I 1.10 4.917 1.41 1.09 0.073 I 01 ( I I 1 1.12 Page 2 CROUTE24100.out 5.000 1.42 1.12 0.075 I 01 I I I I 1.14 5.083 1.28 1.14 0.076 I 0 I I I I 1.15 5.167 1.10 1.14 0.077 I 0 I I I I 1.15 5.250 1.07 1.14 0.076 I 0 I I I I 1.15 5.333 1.14 1.13 0.076 I 0 I I I I 1.15 5.417 1.23 1.14 0.077 I 0 I I ( I 1.15 5.500 1.24 1.15 0.077 I 0 I I I I 1.15 5.583 1.32 1.16 0.078 I 01 I I I I 1.16 5.667 1.41 1.17 0.079 I 01 I I 1 1.17 5.750 1.42 1.19 0.081 I o1 I I 1.18 5.833 1.42 1.21 0.083 ( 01 l l 1.20 5.917 1.42 1.23 0.084 I 01 I ( I 1.21 6.000 1.42 1.25 0.085 1 of I I ( 1.22 6.083 1.50 1.27 0.087 l 01 I I I 1.23 6.167 1.59 1.29 0.088 l o 1 1 I I 1.24 6.250 1.60 1.31 0.090 I 01 I I I I 1.26 6.333 1.60 1.34 0.092 i 01 I I I I 1.27 6.417 1.60 1.36 0.094 l o1 I I I I 1.29 6.500 1.60 1.38 0.096 I of I I I I 1.30 6.583 1.67 1.40 0.097 l 01 I I I ! 1.31 6.667 1.76 1.43 0.099 ( o1 I I I I 1.33 6.750 1.78 1.46 0.102 I of I I I 1.35 6.833 1.78 1.48 0.104 l 01 I I I 1.37 6.917 1.78 1.51 0.106 l of I I I I 1.38 7.000 1.78 1.53 0.107 l o1 I I I I 1.40 7.083 1.78 1.55 0.109 I of I I I I 1.41 7.167 1.78 1.57 0.111 I 0 1 I I I 1.42 7.250 1.78 1.59 0.112 I 0 I I 1.43 7.333 1.85 1.61 0.113 ( oil l 1.44 7.417 1.94 1.63 0.115 I Oil I I 1.46 7.500 1.95 1.66 0.117 l Oil I I I 1.47 7.583 2.03 1.69 0.120 ( oil I I1.49 7.667 2.12 1.72 0.122 l 0 i 1.51 7.750 2.13 1.75 0.125 I 0 1 I I I 1.53 7.833 2.21 1.79 0.127 0 1 I I I 1.56 7.917 2.30 1.83 0.131 o1 I I I 1.58 8.000 2.31 1.87 0.134 I o1 I I I 1.61 8.083 1.43 1.87 0.134 l 1 01 I I 1 1.61 8.167 0.34 1.79 0.127 11 0 1 I I I 1.55 8.250 0.21 1.66 0.117 1 0 1 I I I 1.47 8.333 0.20 1.54 0.108 1 0 1 I I I 1.40 8.417 0.23 1.42 0.099 1 0 1 I I I 1.33 8.500 0.25 1.32 0.091 1 0 I ( ( I 1.26 8.583 0.42 1.24 0.085 11 0 1 1 ( i 1.21 8.667 0.62 1.18 0.080 11 0 l I I I 1.17 8.750 0.67 1.13 0.076 1 0 I I I l 1.15 8.833 0.85 1.10 0.074 l 10 I I I 1.13 8.917 1.05 1.09 0.073 l 0 l l ( 1.12 9.000 1.10 1.09 0.073 I 0 I I ( 1.12 9.083 1.42 1.10 0.074 I 01 I I 1.13 9.167 1.80 1.15 0.077 l o 1 l l 1.15 9.250 1.88 1.20 0.082 1 0 it I I 1.19 9.333 2.05 1.27 0.087 I 0 it I I 1.23 9.417 2.26 1.34 0.093 I 0 1 I I 1.28 9.500 2.31 1.42 0.099 I 0 1 I I 1.33 9.583 2.48 1.50 0.105 1 0 li 1 1 1.38 9.667 2.68 1.59 0.112 I 0 I 1 l l 1.43 9.750 2.73 1.69 0.120 I 0 l 1 l 1 1.49 9.833 2.90 1.78 0.127 l 0 1 1 I 1 1.55 9.917 3.11 1.89 0.135 I 01 1 I 1 I 1.62 10.000 3.15 1.99 0.143 I 01 1 I 1 I 1.68 10.083 2.17 2.05 0.148 I o1 ( I I 1.72 10.167 0.93 2.01 0.144 l 1 01 I I I 1.69 Page 3 CROUTE24100.out 10.250 0.77 1.91 0.137 1 i 01 1 I I 1.63 10.333 0.76 1.81 0.129 1 i o f I I I 1.57 10.417 0.78 1.72 0.122 I i o l I I I 1.51 10. 500 0.80 1.64 0.116 l 1 o l I I I 1.47 10. 583 1.55 1.61 0.113 1 io I I I I 1.44 10.667 2.47 1.64 0.116 1 0 II I ( I 1.46 10.750 2.62 1.72 0.122 1 0 I I 1 ( I 1.51 10.833 2.67 1.79 0.128 1 0 1 2 I ( I 1.56 10.917 2.69 1.87 0.134 1 01 I 1 I I 1.61 11.000 2.71 1.94 0.139 1 01 I 1 I I 1.65 11.083 2.59 2.00 0.144 1 Oli 1 I I 1.69 11.167 2.43 2.04 0.147 1 Oli I I I 1.71 11.250 2.43 2.08 0.150 I Oli I I I 1.73 11.333 2.44 2.11 0.152 1 oI 1 1 1.75 11.417 2.46 2.14 0.154 1 oI 1 1 1.77 11.500 2.49 2.16 0.157 1 of I 1 1.79 11. 583 2.22 2.18 0.158 1 0 I I 1 1.80 11.667 1.88 2.17 0.157 1 io I I I 1.79 11.750 1.85 2.14 0.155 1 io I I 1 1.78 11.833 2.00 2.12 0.154 1 io 1 1 1.77 11.917 2.20 2.12 0.154 1 0 1 1 1.76 12.000 2.25 2.13 0.154 1 0 I I I 1.77 12.083 3.29 2.19 0.158 1 0 I I I I 1.80 12.167 4.57 2.33 0.170 1 0 li 1 1 1.90 12.250 4.78 2.58 0.185 I 10 l 1 I I 2.01 12.333 4.97 3.08 0.199 I 1 0 l 1 I 2.11 12.417 5.17 3.52 0.211 I 1 o 1 1 1 2.19 12.500 5.22 3.89 0.222 I I 0 1 I 1 2.26 12.583 5.53 4.22 0.231 1 1 0 I I 2.32 12.667 5.92 4.55 0.240 1 to I 1 2.39 12.750 5.99 4.85 0.249 1 0 II 2.44 12.833 6.16 5.12 0.256 1 1 o II 2.49 12.917 6.36 5.37 0.263 1 1 0 I 2.54 13.000 6.41 5.59 0.269 1 1 ( 0 2 I 2.58 13.083 7.15 5.86 0.277 I I II 0 1 I 1 2.63 13.167 8.08 6.24 0.287 1 1 0 II 2.71 13.250 8.23 6.66 0.299 I I to II 2.79 13.333 8.27 7.01 0.309 I I I o II 2.85 13.417 8.29 7.29 0.317 I I I 0 II 2.90 13.500 8.31 7.43 0.321 I I I o I 2.93 13.583 6.74 7.41 0.321 I I II 0 1 2.93 13.667 4.77 7.13 0.312 I ( ( 1 1 O 1 2.87 13.750 4.50 6.58 0.297 I I li 10 1 2.77 13.833 4.47 6.12 0.284 I ! li 01 1 2.68 13.917 4.49 5.76 0.274 I I li 0 1 1 2.62 14.000 4.51 5.48 0.266 I I li 0 1 2.56 14.083 5.11 5.34 0.262 I i io 1 2.53 14.167 5.85 5.37 0.263 I I o I 1 2.54 14.250 5.97 5.49 0.266 1 I of 1 2.56 14.333 5.86 5.58 0.269 I ( I of I I 2.58 14.417 5.70 5.62 0.270 I I I 0 I 2.59 14.500 5.69 5.64 0.271 I 1 I O ' 2.59 14.583 5.71 5.65 0.271 I 1 0 I 2.59 14.667 5.72 5.67 0.271 1 1 oI 1 2.60 14.750 5.74 5.68 0.272 1 I OI 1 2.60 14.833 5.62 5.68 0.272 1 I 0 2.60 14.917 5.45 5.65 0.271 I I O I 2.59 15.000 5.44 5.60 0.270 I I I i0 1 2.59 15.083 5.31 5.56 0.268 I I I i0 1 = 2.58 15.167 5.15 5.48 0.266 I I 1 0 1 2.56 15.250 5.14 5.41 0.264 I I i0 1 2.55 15.333 5.01 5.34 0.262 I I I i0 1 2.54 15.417 4.85 5.25 0.260 I I I I O 1 1 2.52 Page 4 CROUTE24100.out 15. 500 4.84 5.16 0.257 I I 1 to I ( 2.50 15. 583 4.27 5.03 0.254 1 j 10 I I 2.48 15.667 3.57 4.78 0.247 I I 1 1 O I I 2.43 15.750 3.48 4. 51 0.239 I I 1 10 1 1 2.38 15.833 3.48 4.28 0.233 1 ( 1 o I 1 2.34 15.917 3.50 4.11 0.228 ( ( 1 o1 I 2.30 16.000 3.51 3.97 0.224 1 I 1 01 1 2.28 16.083 2.38 3.75 0.218 1 11 0 1 1 2.24 16.167 0.95 3.29 0.205 1 1 I 0 I 1 2.15 16.250 0.75 2.76 0.190 1 1 1 0 1 1 2.05 16. 333 0.71 2.43 0.177 1 1 10 I I I 1.95 16.417 0.71 2.28 0.166 1 1 0 I I I 1.86 16. 500 0.71 2.15 0.156 1 1 0 I I I 1.78 16. 583 0.64 2.03 0.146 1 1 01 1 I 1.70 16.667 0.55 1.90 0.136 1 1 01 1 I 1.63 16.750 0.54 1.79 0.127 1 1 0 1 I I I 1.56 16.833 0.53 1.68 0.119 11 O I I I I 1.49 16.917 0.53 1.59 0.112 1 1 o f I I I 1.43 17.000 0.53 1.50 0.105 11 0 1 I I I 1.37 17.083 0.68 1.42 0.099 1 1 0 1 I I I 1.33 17.167 0.86 1.37 0.094 1 1 0 I I I I 1.29 17.250 0.88 1.33 0.091 11 0 I I I I 1.27 17.333 0.89 1.29 0.088 I to I I I I 1.24 17.417 0.89 1.25 0.086 1 to I I I I 1.22 17. 500 0.89 1.22 0.083 I to I I I I 1.20 17.583 0.89 1.20 0.081 1 lO I I I I 1.18 17.667 0.89 1.17 0.079 1 10 I I I 1.17 17.750 0.89 1.15 0.077 1 10 I I I 1.15 17.833 0.82 1.12 0.075 1 to I I I I 1.14 17.917 0.73 1.09 0.073 11 0 I I I I 1.12 18.000 0.71 1.06 0.071 1 1 0 I I I I 1.10 18.083 0.71 1.03 0.068 1 to I I I I 1.08 18.167 0.71 1.00 0.066 I to I I I I 1.07 18.250 0.71 0.98 0.064 1 to I I I I 1.05 18.333 0.71 0.96 0.062 1 to I I I I 1.04 18.417 0.71 0.94 0.061 1 10 1 1 1.02 18.500 0.71 0.92 0.059 1 10 1 1 1.01 18. 583 0.64 0.90 0.058 1 to I I I I 1.00 18.667 0.55 0.87 0.056 1 to I I I I 0.96 18.750 0.54 0.83 0.054 1 to I ( I I 0.93 18.833 0.46 0.80 0.051 11 0 1 1 I I 0.89 18.917 0.37 0.76 0.049 110 I 1 I I 0.84 19.000 0.36 0.72 0.046 110 1 I I I 0.80 19.083 0.43 0.69 0.044 110 1 1 I 0.76 19.167 0.52 0.66 0.043 110 I I I I 0.74 19.250 0.53 0.65 0.042 l 0 I I I 0.72 19.333 0.61 0.64 0.041 1 0 1 I 0.71 19.417 0.70 0.64 0.041 1 0 1 I 0.71 19.500 0.71 0.65 0.042 1 0 I 1 I 0.72 19.583 0.64 0.65 0.042 l 0 I 1 1 0.72 19.667 0.55 0.65 0.042 l 0 I I I 0.72 19.750 0.54 0.64 0.041 1 0 1 1 0.71 19.833 0.46 0.62 0.040 Ilo 1 1 0.69 19.917 0.37 0.60 0.039 Ilo 1 1 0.67 20.000 0.36 0.58 0.037 110 I I I I 0.64 20.083 0.43 0.56 0.036 110 I I I I 0.62 20.167 0.52 0.55 0.035 110 ! I 0.61 20.250 0.53 0.55 0.035 I O I I 0.61 20.333 0.53 0.55 0.035 I 0 I I 0.61 20.417 0.53 0.54 0.035 ( 0 I I 0.60 20. 500 0.53 0.54 0.035 l 0 I 1 I ! 0.60 20.583 0.53 0.54 0.035 I 0 I I ( ( 0.60 20.667 0.53 0.54 0.035 l 0 I I I I 0.60 Page 5 CROUTE24100.out 20.750 0.53 0.54 0.035 1 o I I 1 1 0.60 20.833 0.46 0.54 0.035 IIO I I 1 1 0.60 20.917 0.37 0.52 0.034 IIo I I 1 1 0.58 21.000 0.36 0.51 0.033 10 1 1 1 1 0.56 21.083 0.43 0.50 0.032 10 1 1 1 1 0.55 21.167 0.52 0.49 0.032 10 1 1 1 1 0.55 21.250 0.53 0.50 0.032 IoI I I 1 1 0.55 21.333 0.46 0.50 0.032 10 1 1 1 0.55 21.417 0.37 0.49 0.031 10 1 1 1 0.54 21.500 0.36 0.48 0.031 to I I 1 1 0.53 21.583 0.43 0.47 0.030 10 1 1 1 1 0.52 21.667 0.52 0.47 0.030 to I I 1 1 0.52 21.750 0.53 0.47 0.031 JOI I I 1 1 0.53 21.833 0.46 0.48 0.031 10 I I I I 0.53 21.917 0.37 0.47 0.030 10 ! I I I 2 22.000 0.36 0.46 0.030 10 I 0.5 22.083 0.43 0.45 0.029 10 I I I I 0.50 22.167 0.52 0.45 0.029 10 I I ( I 0.51 22.250 0.53 0.46 0.030 101 ( I ( ( 0.51 22.333 0.46 0.47 0.030 10 I I I I 0.52 22.417 0.37 0.46 0.030 10 1 I I 1 22.500 0.36 0.45 0.029 10 1 I 0.5 22.583 0.36 0.44 0.028 10 I I 1 1 0.49 22.667 0.36 0.43 0.028 10 ( ( I 0.48 22.750 0.36 0.42 0.027 io 1 ( I 0.47 22.833 0.36 0.42 0.027 10 I I I 0.46 22.917 0.36 0.41 0.027 10 ( ! I I 0.46 23.000 0.36 0.41 0.026 10 I I I I 0.45 23.083 0.36 0.40 0.026 10 I I I I 0.45 23.167 0.36 0.40 0.026 Io I I 1 1 0.44 23.250 0.36 0.39 0.025 10 1 1 I I 0.44 23.333 0.36 0.39 0.025 10 I I I I 0.43 23.417 0.36 0.39 0.025 10 I I I I 0.43 23.500 0.36 0.38 0.025 10 I I I I 0.42 23.583 0.36 0.38 0.024 Io ( I ! I 0.42 23.667 0.36 0.38 0.024 10 1 I I I 0.42 23.750 0.36 0.37 0.024 10 I I 1 1 0.42 23.833 0.36 0.37 0.024 10 1 1 1 0.41 23.917 0.36 0.37 0.024 10 1 1 1 0.41 24.000 0.36 0.37 0.024 10 I I ( I 0.41 24.083 0.21 0.36 0.023 10 I I I I 0.40 24.167 0.03 0.34 0.022 10 I I ( I 0.37 24.250 0.00 0.30 0.020 IO I I I I 0.34 24.333 0.00 0.27 0.018 IO I I I 0.30 24.417 0.00 0.25 0.016 0 ( ( 1 0.27 24.500 0.00 0.22 0.014 0 1 ( ( 1 0.25 24.583 0.00 0.20 0.013 0 I I I I 0.22 24.667 0.00 0.18 0.011 0 I I I I 0.20 24.750 0.00 0.16 0.010 0 ! 8 24.833 0.00 0.14 0.009 0 0.1 24.917 0.00 0.13 0.008 0 I I I I 0.14 25.000 0.00 0.12 0.007 0 ( I 0.13 25.083 0.00 0.10 0.007 0 1 I 0.12 25.167 0.00 0.09 0.006 0 I I I I 0.10 Remaining water in basin = 0.01 (AC.Ft) ****************************HYDROGRAPH DATA**************************** Number of intervals = 302 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 7.430 (CFS) Page 6 CROUTE24100.out Total volume = 3.492 (Ac.Ft) status of hydrographs being held in storage stream 1 Stream 2 Stream 3 stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 301.000 to Point/station 302.000 **** STORE OR DELETE CURRENT HYDROGRAPH **** Current stream hydrograph saved in file CROUTE24100.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 0 Time interval = 0.0 (Min.) Maximum/Peak flow rate = 0.000 (CFS) Total volume = 0.000 (Ac.Ft) status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (AC.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** --------------- Page 7 R-U AN RIJINOFF QUALITY yt MIANAGEMENTIIII!fy�q�1 • S. l 1r C �r i� t f J tie, 1, q 0 1 ractice ASCE ua an( 0 S . • 1ractic , Water lEmwironment %;Fedeiationo ANiEi�ICAPI StaClETlf®F � `R't� CIVIL EMGINEEr�S tbeG4,bnl RfiteriwLrnenrent -,i:�d 1 7, �, •i .l,s•t.�s. .Ers I11 •1l ` r I r IMPORTANT NOTICE j. The material presented in this publication has been prepared in accordance with generally recognized engineering principles and practices and is for general information only.This information should not be used without first securing competent advice with respect to its suitability for any general or specific application. The contents of this publication are not intended to be a standard of the �? Water Environment Federation (WEF)or the American Society of Civil En- gineers (ASCE)and are not intended for use as a reference in purchase speci- fications,contracts,regulations,statutes,or any other legal document. No reference made in this publication to any specific method,product, t �+ process,or service constitutes or implies an endorsement,recommendation, j!• or warranty thereof by WEF or ASCE. WEF and ASCE make no representation or warranty of any kind,whether ' expressed or implied,concerning the accuracy,product, or process discussed in this publication and assume no liability. t Anyone using this information assumes all liability arising from such use, including but not limited to infringement of any patent or patents. F Library of Congress Cataloging-in-Publication Data Urban runoff quality management/prepared by a joint task force of the Wa- ter Environment Federation and the American Society of Civil Engineers; under the direction of the Water Quality and Ecology Subcommittee of tthe Technical Practice Committee and American Society of Civil Engi- neers. _ p. cm.—(WEF manual of practice;no. 23)(ASCE manual and report on engineering practice ; 87) Includes bibliographical references and index. ?; ISBN 1-57278-039-8.—ISBN 0-7844-0174-8 1.Urban runoff—Management.2.Water quality management. I.Water Environment Federation.II.American Society of Civil Engineers.III.Series:Manual of practice;no.23_IV.Series: ASCE manual and report on engineering practice;no. 87. i TD20IW337 1996 [TD657] �• 363.72'84—dc20 96-21244 CEP t Copyright,*1998 by the,Water Environment Federation and the American Society of Civil Engineers I a; i All Rights Reserved. ' Permission to copy must be obtained from both WEF and ASCE ISBN 1-57278-039-8 and 0-7844-0174-8 ! Printed in the USA 1098 All APPROACH FOR E.S i RWATI1G ST©RMWATER QUALITY CAPTURE VOLUME.•Estimating a Minimized Water Quality Capture `L Volume.Whenever local resources permit,the stormwater quality capture volume may best be found using continuous hydrologic simulation and local long-term hourly(or lesser time increment)precipitation records (see Chap- . •3. ter 3).However,it is possible to obtain a first-order estimate of the needed f capture volume using simplified procedures that target the most typically oc- curring population of runoff events. Figure 5.3 contains a map of the contiguous 48 states of the U.S.with the mean annual runoff-producing rainfall depths superimposed (Driscoll et ai., 1989).These mean depths are based on a 6-hour interevent time to define a new storm event and a minimum depth of 2.5 min (0:10 in.)of precipitation for a storm to produce incipient runoff.After an extensive analysis of a num- ber of long-term precipitation records from different meteorological regions {: p of the U.S.,Guo and Urbonas(1995)found simple regression equations to relate the mean precipitation depths in Figure 5.3 to"maximized" water qual- ityrunoff capture volumes(that is,the lmee of the cumulative probability is curve). The analytical procedure was based on a simple transformation of each ;! storm's volume of precipitation to a runoff volume using a coefficient of runoff.To help with this transformation,a third-order regression equation, Equation 5.1 (Urbonas et al., 1990),was derived using data from more than 60 urban watersheds(U.S.EPA, 1983). Because the data were collected na- tionwide over a 2-year period,Equation 5.1 should bave broad applicability r{ in the U.S.for smaller storm events. r ,i C = 0.858i3 — 0.78i2 + 0174i + 0.04 (5.1) Where C = runoff coefficient,and 's i i = watershed imperviousness ratio;namely,percent total impervi- ousness divided by 100. -- Equation 5.2 relates mean precipitation depth taken from Figure 5.3 to the .rt "maximized"detention volume.The coefficients listed in Table 5.4 are based ='t' on an analysis of long-term data from seven precipitation gaugirlg sites to-' cared in different meteorological regions of the U.S.The correlation of deter- A.{h mination coefficient,rz,has a range of 0.80 to 0.97,which implies a strong level of reliability. , Po = (a • C) • P6 (5.2) Where . Po = maximized detention volume determined using either the event capture ratio or the volume capture;ratio is its basis,watershed t' in.(mm); ;i lsi.i Selection and Design of Passive Treatment Controls 175 '^d r 4 i s it •• �` r, . '' `� 7 t�''�y ,i�?ii 2.r d111i r h" Oak i}� -- - -_.. �. --�_ __ —• y1,r•: • it° ! Ems. �� is �':•w CD •��1. co � m v� ' Ei 'ps iiW1 m•D,m ti l•��! mo d nm . 01 01; n } O ^ C 41 C 0 O O n [D O O t � O N O p O {J{IM: y O h O O V) vo m n r in o 0 0 , n O O O O m /IY. O h O p - µOm m da• c r- o m N o p m m r O v O D O O m co O^ • o;T p - 0 r O O O p l ,�;.,a,• O v o O •7�r 4.i � O N O - < O O O O O M N n O O l7 • O O ' I1>p! vi O N ii O O O O vi p iYi cv v .impel, N O MSS! 0 O M O lD , ;Irv' LO ;�iM1. O m m 1 Ar••:11 v v O d ° r .n 1OI co o b O � L o ry o Urban Runoff Quality Management Wm 'r Table 5.4 Values of coefficient a in Equation 5.2 for finding the maximised detention storage volume (Cuo and Urbonas, 1995).B Drain time of capture volume 1 hours 24 hours 48 hours Event capture ratio a = 1.109 79 d rz = 0.97 0.91 0.85 Volume capture ratio a = 1.312 - 1.582 1.963 "= r2 = 0.80 0.93 0.85 a Approximately 85th percentile runoff event(range 82 to 88%). a = regression constant from least-squares analysis; C = watershed runoff coefficient; and ' P6 = mean storm precipitation volume,watershed in.(mm). { Table 5.4 lists the maximized detention volume/mean precipitation ration based on either the ratio of the total number of storm runoff events captured or the fraction of the total stormwater runoff volume from a catchment. ' These can be used to estimate the annual average maximized detention vol- ume at any given site.All that is needed is the watershed's runoff coefficient and its mean annual precipitation. _ The actual size of the runoff event to target for water quality enhancement should be based on the evaluation of local hydrology and water quality needs.However,examination of Table 5.3 indicates that the use of larger de- ' tention volumes does not significantly improve the average annual removal of total suspended sediments or other settleable constituents.It is likely that an extended detention volume equal to a volume between the runoff from a mean precipitation event taken from Figure 5.3 and the maximized event ob- 41: tamed using Equation 5.2 will provide the optimum-sized and most cost-ef- VA fective BMP facility.A BMP sized to capture such a volume will also cap- ture the leading edge(that is,first flush)of the runoff hydrograph resulting from larger storms. Runoff volumes that exceed the design detention volume either bypass the ;yt facility or receive less efficient treatment than do the smaller volume storms VOW.; and have only a minimal net effect on the detention basin's performance.If, x however,the design volume is larger and has an outlet to drain it in the same ' amount of time as the smaller basin,the smallest runoff events will be de- tained only for a brief interval by the larger outlet.Analysis of long-term pre- cipitation records in the U.S.shows that small events always seem to have the greatest preponderance.As a result,oversizing the detention can cause ,f the most frequentrunoff events to receive less treatment than provided by 'Y �. properly designed smaller basins. Selection and Design of Passive Treatment Controls 177 TW '-2j N„w�Y�.Qi v' i• "; .*telfi,.,• o.;S.r;. N':-! �•.. ..r n,• I •��i C. Example of a Water Quality Ca pture Volume Estimate. It is desired to estimate the maximized storage volume for a 223-ha(550-ac)watershed that ? } has 40%of its area covered by impervious surfaces.Assume that this site is Iocated in Houston,Texas(that is,the largest storm region of the U.S.).The ;.1. detention basin needs to be sized and designed to drain its water quality cap- ture volume in no fewer than 24'hours.Substituting a value of 0.40(that is :i 401100)for the variable I in Equation 5.1 yields a runoff coefficient C= ' 0.30.Using Figure•5.3 we find the mean storm precipitation depth in Hous- ton:P6 = 20.3 mm(0.8 in.).From Table 5.4 we find the coefficient a = ' a ( •r"' 1.299 for the 24-hour drain time. Thus,the maximized detention volume is ,,r ro M calculated as follows: i viol) i Po = (1.299 • Q = 0.39 in. (0.026 ac-ftlac) ;.Ds Po = 7.9 rum (79 m3/ha) I 9 f I!t.' The volume of an extended detention basin for this 223-ha(550-ac)water- s shed V needs to be 17 600 m3(14.3 ac-ft).It is recommended that this volume • be increased by at least 20%to account for the loss in volume from sediment accumulation.The final design then can show a total volume for the basin of 21 200 m3(17.2 ac-ft) with an outlet designed to empty out the bottom 17 600 m3(14.3 ac-ft) of this volume in approximately 24 hours. 3ELECTION OF TREATMENT F CONT'R®.97--d BEST , /�7{]]!/�M{/,�( /A� [(�--'-/7Q/� /d 7,(� /T/jJ� 7��7'({�Ty� /}f�(��''(��'7/'� yIJU:YN" .11`�M�LJiIYE Y .Y .Q R4C.9I `Vi' S l.p t As discussed in Chapter 4, the selection of particular stormwater quality con- trols (that is,BMPs)is often decided by considerations other than technical yw r issues.These issues,among others,include _Rj ' t`• Federal,state,and local regulations; Real and perceived receiving water problems; Beneficial uses of receiving waters to be protected; IN-me, • The cost of the BMPs being considered; «� • Subjective and sometimes arbitrary acceptance by the regulators or community groups;'and • Watershed studies. - ' While reduction of pollutants in storm water discharges to the MEP is the ' statutory requirement of the stormwater regulations,the real goal has to be the reduction of effects to urban stormwater runoff on the receiving water. The cost of the BW is always a major consideration.Recognize that no sin- t 178 Urban Rurzq ff Qua14 Management } A �: - - - _ o a L 0 - - -f - - twl - N _ - nwlvn 1-4 IF II sm - - - - r� z 'TEE - in Ca h Ba in - LL _ - 10 4 X )WJ: RIP - - • R P- z --4:40.1 2 ON T. =1 7 REI DIA. ATEEIK - Aw 33 f : D9 -- + Vill= p +u�i 3 3 ip �r 3. 3 fp ON 51 9 -C 63 LF 41 3 - ' 2 4.1 f6 0 -- - - - - - ig b - J it I I IEJ 411111 1 1+00 2+00 3+00 1+00 PROFILE SCALES 2+00 1+00 HORIZ.: 1"= 40' VERT.: 1"= 4' DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT RISER OF COLUMN NUMBER ROW NIIEIBER DWAEIER61 ZE in tt COLUMNS ACI ft ROWS ACING tt HOLES HOLES in tt QA N51'22'55"W 56.52' 1z-(1.00') 12 1 .262 1 8 1 .286 1 96 1 WIN IN RAIL © 49-4429" 45.00' 39.07' 20.86' © St'38'26"E 14.23' pD 53-07'48" 45.00' 41.73' 22.50' �( p 1'DIWETER .5' O OOV1Lf7 Q N a6"E =.0 wATER KK ROW ROW Q N4'1756"E 19.17' OOO NNB&OF OOO HOLES PER \ PROFILE 000 D \ y LOT AA 1 �j LOT BB NOR INLET W MET r BASIN "C" E 3 A 163 164 1+95.59 EC WEIR INL -iffm"a' _•�. I� 111- 20'S.D. RISER IN �ySTRWT J'X/3'X 4"DaFIN" $'�' -• fill___-- �FASEMENT 1592.64 TOP 1f SWR.\ AROUND AND BENEATH RISER PIPE 1+56.52 BC . MH 1 — — — — — / 1 WX75'LX3.4'T 2+0 40 �1 0 BOTTOM OF LOWEST ORIFICE HOLES 1/2 QN RIP-RAP / 1 .69 H 1 TR1[`T Btll1NI11RY ci _z 2+o z ec. 178 THE oOW PIPE HE OBEENWR srzm TO CONTROL cno o1�ERFLaw INTO THEcoNCRETE RrsER. 1597.55 BOP RISET — — — — — — — — �S A \ 1596.37 TOP 1Y WTR. / / LOT AA +-..37 o CST 14 6e , BASIN "C° — w=u.o',v=a.76' '� WW=4.00' a 9'W7L12'xz7'T 33 ..� �\ 177 1600.5D TOPI (i)-z.Jo'Lxf.1s'N WEIRS y l2)-230'LXI.I5'H WEM » » $ 1/4 TON RW-RAP �. „ % \ (, „SlDE) I,-,-.,O,N WEIR rI EACH SIDE) LINE C-2 44 2 S T p 75 $ � 1.501X270'N WEIR RISER INLET E /u `�� 1597.80 I Fl R 1.5",r A_J WALL THICKNESS \ F SEE P FlLErHEREON CB/15 Lror.ELEu R 67 , T=s STORM DRAIN NOTES W=7.0'.V-4.69' 1595.80 I I z 162 1594.(i0 33 INSTALL 30" R.C.P. SEE PROFILE FOR D-LOAD z E \� 161 160 UNDERLI FILTER NE RAVfl PLPF OUTLET D--V �— ( ) ? (M 0oX OR II) 34 INSTALL 36" R.C.P. (SEE PROFILE FOR D-LOAD) » » EDUNALENT) 0 37 CONSTRUCT HEADWALL PER CALTRANS STD. PLAN D90 0 �8 LINE C-1 �� 40 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. &W.C.D. STD. FRONT Ham. DWG. MH 251 41 DWG. CONSTRUCT MODIFIED BASIN 110 PER R.C.F.C. &W.C.D. STD. CB 110&PER DETAIL 41 ON SHT. 21 �t3 0 20 40 80 120 160 WATER QUALITY RISER INLET 43 CONSTRUCT CATCH BASIN NO. 1 PER R.C.F.C. &W.C.D. STD. F 8 4 MODIFIED CB110 DWG. N0. CB 100 SCALE: 1" = 40' NTS 44 CONSTRUCT RIP-RAP PER DETAIL 44 ON SHEET 20. (MAINTAINED BY H.OA, UNLESS OTHERWISE STATED) REVISIONS: - PREPARED BY: PREPARED BY: WT OF LAIC dl�p�E USC AND CS BENCH MARK DISK IN CONCRETE ■HUNSAKER R ASSOCIATES ffia a ERT MONUMENT STAMPED D 307 1935,IS 38 FT WEST QROFESSIgI IRVINE, INC $ TOrN 21 OF CENTERUNE CALIFORNIA HIGHWAY 74.33 FT �o+wl�t�4� PAUL R.HUDDLESTON, IR.R.C.E.59020 EXP.6/30/06 DATE INLAND EMPIRE REGION OF o" DIAL e c 2900 ADAMS STREET,SUITE A-15 1�A� Zen T110 MORKING SOUTH OF POWER POLE 19319 CWT. :5 m mvER510E CA 92504 ss-g BEFORE DAYS BEFORE ( 1)352-7200 o T ENO.SBO20 PLANNING/ENGNEERING/SIIRVEWNG/GOVERNMENT RELATIONS STORM DRAIN LINES FC-1 dC �C-2'YOU DIG YOU DIG W ," THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 21 i HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. " ���� z THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ' ' SHEETS TOLL FREE 1-800-227-2600 MARK DESCRIPTION BY APPR. DATE �, AND LATERAL C-1 O 8� �r c�rl� e� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=40� PREPARED FOR CENTEX HOMES A PUBLIC SERVICE 6Y DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH f OP'All' 2280 WARDLOW CIRCLE, SUITE 150 W'0- F11- F.B. FILE NO. p UNDERGROUND SERVICE ALERT CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH DATE: JUNE, 2004 0919-25477 CENTEX HOMES ZI ELEV. 1425.76 NAVD 88 CDR(909 CA 92400-2896 ROBERT K.MOEHLING GTY ENGNE6t RCE 3058 EXP.6 (909)279-4000 OMO'8d-VO-LVgZt'q ZAH\AOOl080AH\ON1833NION3\OZ000\:H £0/6Z/L0 03SIA321 31V0 £0/6Z/LO 03?jVd36d 31V0 S3WOH X31N30 1N3110 XXX 'ON l*J XXXXX 'ON NI8 9LV9Z-6160 '0'M ro I..L OUai�^= N O Y♦ Z tJ � wrna N N � � rn� Z a. ces 1�QU O WQmwaw K _ Q N E-- U o � _ N rf a — " 04 U �- O o U � Q Z y W r,nPX C. 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