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HomeMy WebLinkAboutTR 31920 Rough Grade Compaction Report Ne1P1ett&Assoeia7s Laing—CP,Lake Elsinore,LLC. November 30,2007 31881 Corydon, Suite 130 Project No. 420-001-07 Lake Elsinore, California 92530 Attention: Mr.Michael A.Filler,Vice President Subject: Rough Grade Compaction Report Stage 2 of the Summerly Development Project Tract 31920 Lake Elsinore, California References: See attached List of References Dear Mr.Filler: 1.0 INTRODUCTION This report presents the results of geologic and geotechnical services performed during rough grading for Stage 2 of the Summerly Development Project, Tract 31920 in the City of Lake Elsinore, California. Rough grading was performed to develop the planned 661 residential building pads and associated roadways, a golf course, a golf course recreation center, a school site, and a park site.Figure 1 is a Site Location Map;Figure 2 is a Site Plan for the development. This report includes the results of our observations and testing during the rough grading for Parcels 9 through 11, 13 through 22, and 27 and the slopes adjacent to Parcels 11 and 27, and incorporates our previous findings presented in Reference Nos. 1 through 10. Parcels 20, 21, and 22, at the southern corner of the development, were intentionally left shallow of proposed grades to receive incidental spoil dirt from fine grading during construction of Stages 1 and 2 (Figure 2). Pertinent geologic and geotechnical engineering information are provided on the attached Geologic Maps and Geotechnical Maps, respectively, utilizing the 40-scale rough grading plan prepared by Wilson-Mikami Corporation, as a base. The approximate locations of field density tests and the approximate removal bottom elevations are shown on the Geotechnical Maps (Plates 1 through 11). Geologic data P.O. 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Laing-CP,Lake Elsinore,LLC November 30, 2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 2 of 30 Tract 31920 City of Lake Elsinore, California acquired during grading, limits of grading covered in this report, concealed keyways, and drainage systems are shown on the Geologic Maps (Plates 12 through 29). Plate 30 is a Drainage Details sheet. The soil types and laboratory maximum density information are presented in Table I, and field density test results are summarized in Table 11. 2.0 GRADING OPERATIONS 2.1 Removals Prior to the commencement of the removal operations, all vegetation, trash, debris, and deleterious materials were cleared and removed from the project area. Materials requiring removal in this area included the following: - existing structures including phone poles,piping, fencing, etc. - alluvium to recommended removal depths except where field determinations required deeper removal. Native alluvial material was removed and reused as engineered compacted fill to backfill the excavated areas. Removal depths generally ranged from 3 to 8 feet below pre-existing site grades. Additionally, to accomplish proposed grades, fill material from golf course excavations was utilized. The removals were monitored by the Project Engineering Geologist and extended to acceptable alluvial material. The removal bottoms were surveyed by Saddleback Survey, a subcontractor to the Project Civil Engineer, Wilson-Mikami Corporation. Pertinent elevations from that survey data are shown on the Geotechnical Maps (Plates 1 through 11). The golf course was contour graded to ±1 foot of proposed grades. As stated above, Parcels 20, 21, and 22 were intentionally left shallow of proposed grades pending future construction. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.: 420-001-07 Stage 2 of the Summerly Development Project Page 3 of 30 Tract 31920 City of Lake Elsinore, California 2.2 Drainage In the golf course slopes adjacent to Parcels 11 and 27, drained stabilization fill keyways were required. Additionally, a dewatering system to address nuisance water in the area of the golf course, and golf course irrigation lake and aesthetic lakes (designated as Lakes No. 1, No. 10, and No. 12, respectively - Reference No. 2), was constructed. Plate 30 is a Drainage Details sheet for the differing drainage methods. Drainage systems were constructed using differing methodologies, including: • The fill-over-cut slope adjacent to Parcel 11 and adjacent to the Recreation Center (Parcel 27 - see Plates 15, 18, 20 and 30) was constructed with either a French drain in the keyway heel constructed of a 2-foot thick mixture of crushed #2 and #3 rock within an approximately 3-foot wide and 3 foot deep trench and covered with Mirafi Fabric, or a 6-inch diameter, perforated Schedule 40 PVC pipe, surrounded by approximately 4 cubic feet per lineal foot of a mixture of crushed #2 and #3 rock, and enveloped with Mirafi Fabric. • To assist in draining the golf course of problematic groundwater near the golf course driving range, a perforated 8-inch diameter High Density Polyethylene (HDPE) pipe surrounded by approximately 2 cubic feet per lineal feet of crushed #2 and #3 rock and covered with Mirafi Fabric was installed (see Plate 23). The drainage location and construction methodology for this area was directed by Wadsworth Golf Construction Company. This drainage system flows from the northern project limits (area of Golf Course Hole No. 8) to just north of the Irrigation Lake (Lake No.l) where the water is directed into an 8-inch solid Schedule 40 PVC carrier pipe with a headwall structure. The water is then transported to the irrigation lake drainage system. • The Irrigation Lake (Lake No.1) underdrainage system used a perforated 8-inch diameter HDPE pipe surrounded by approximately 4 cubic feet per lineal foot of crushed #2 and #3 rock and covered with Mirafi Fabric (see Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 4 of 30 Tract 31920 City of Lake Elsinore, California Plate 23). Neblett and Associated assisted in the drainage location and construction methodology for this lake. The drain was installed in the lake bottom that extended into the three main reaches of the lake. Chimney drains were installed to address seeps mapped in the lake walls, as needed, and directed to the main pipe/gravel drainage. The drainage system is plumbed to an 8-inch solid Schedule 40 PVC pipe and carried to a dedicated pump. The water is delivered to the San Jacinto River via a solid 8-inch diameter Schedule 40 PVC pipe. • The aesthetic lakes (Lakes 10 and 12) underdrainage system consisted of an 8-inch HDPE perforated pipe with 4 cubic feet per lineal foot of a mixture of crushed #2 and #3 rock and covered with Mirafi Fabric (see Plate 29). The drainage flows from beneath Lake No. 10 to beneath Lake No. 12 and is picked up by a dedicated pump which then directs flow to the water quality basin nearby the San Jacinto River via a solid 8-inch diameter Schedule 40 PVC pipe. The drainage location and construction methodology for this area was directed by Wadsworth Golf Construction Company. The water in the quality basin then flows into a storm drain via a conductor pipe, and is eventually outlet to the San Jacinto River. The underdrainage systems were constructed under the observation of this firm and in accordance with our recommendations. The locations of these drainage systems are shown on Plates 12 through 29. 2.3 Slope Stabilization The slope north of Parcels 11 and 27 (recreation center) was programmed as a fill over cut slope and thus required stabilization. A 20-foot wide drained keyway was also required for this condition(Plate 23). Neblett&Associates, Inc. Laing-CP, Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 5 of 30 Tract 31920 City of Lake Elsinore, California 2.4 Fill Materials Fill materials consisting of lacustrine deposits (Q41) were used to backfill the excavated areas and to attain the planned rough grade elevations. This material generally consisted of clayey sand and fluvial deposits of silty sand, and gravelly sand. Table I is a complete list of materials used as backfill material during the grading of Stage 2. 2.5 Fill Placement After the removal of unsuitable materials and over-excavations, as required, the approved removal bottoms were scarified, moisture conditioned at generally one to two percentage points above optimum moisture content, and compacted to at least 90% relative compaction (based on the applicable maximum laboratory density determined in accordance with ASTM: D 1557). Fill materials were placed during rough grading operations for Stage 2 of the Summerly Project between November 2005 and December 2006. The fill material was placed in loose lifts on the order of 6 to 8 inches thick, blended as necessary and moisture conditioned to approximately 1-3 percentage points above optimum moisture contents, and compacted to at least 90 percent relative compaction (ASTM: D 1557). Fill areas not attaining the required compaction were reworked and/or moisture conditioned and recompacted. Failed tests and retests are designated by an F or R, respectively, in Table II. Failed tests due to moisture condition are designated as F*. Earthwork equipment included CAT D-8, D-9, and D-10 dozers, CAT 660, rock trucks, Euclid SS40, Terex TS24, CAT 637, CAT 657, and CAT 623 scrapers, CAT 385 excavator, a Euclid SS40 tractor, and CAT 824 and 834 compactors with box- graders, and a Euclid SS40 tractor equipped with a disc, water trucks and water pulls for moisture conditioning. Soil blending was generally achieved using a CAT 824, 834, or D-9 bulldozer. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 6 of 30 Tract 31920 City of Lake Elsinore, California The maximum thickness of engineered compacted fill placed to achieve rough grade elevations is on the order of 20 feet (Parcel 11). In-situ density tests were performed during fill placement utilizing a nuclear gauge (ASTM: D2922). The soil types and laboratory maximum density test results are presented in Table I. A summary of results of field density testing performed during the grading is included in Table II. The approximate locations of field density tests are shown on the attached Geotechnical Maps (Plates I through 11). 2.6 Laboratory Testine Expansion and sulfate tests were performed on the site soils following the rough grading operations and the results are summarized in Appendix B. The test results indicate that the near surface soils in the graded areas exhibit very low to low expansion potential and negligible sulfate corrosion potential to concrete. Direct shear testing was performed on selected bulk samples, remolded to 90 percent relative compaction, and the results are included in Appendix B. 2.7 Remainine Earthwork At the time of this report preparation, Parcels 20, 21, and 22 remained shallow of proposed grades to accommodate spoil dirt generated from future precise grading earthwork. An addendum report will be issued for this area following completion of earthwork in this area. 2.8 Zones of Special Foundations Zones of Special Foundations (ZOSF) have been designated for a portion of the project development within Tracts 10, 11, 20, and 27. The ZOSF has been delineated on Plates 11, 12, and 17 (map pocket). 3.0 GEOLOGIC CONDITIONS Alluvial deposits underlie the subject site to the depths excavated. These alluvial materials are generally sandy, and include localized fine-grained and coarse-grained strata, indicative of alternating flow regimes influenced by the nearby San Jacinto River on its progression to the Elsinore Basin. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 7 of 30 Tract 31920 City of Lake Elsinore, California A fault attributed to the Glen Ivy North Fault Zone was inferred to bisect the project area by Weber, et al (1977). Based on our previous fault investigations (Reference No. 2), this fault was not found in the vicinity inferred by Weber, et al (1977). A fault zone was found south of the subject site, which may be the Glen Ivy North Fault Zone. Faults within the Summerly development sphere were determined to be inactive. During the rough grading activities, the exposed subgrade was mapped by the Project Geologist. Evidence of faulting consistent with our previously mapped inactive faults (Reference No. 3) was mapped in the deep removal bottoms for the San Jacinto River, and in the area near Golf Course Lake No. 12. The faulting appeared in the removals approximately 32 feet below grade. No evidence of faulting was noted above this depth, nor was noted in other areas of Stage 2. Geologic information obtained during site rough grading is displayed on the Geologic Maps (Plates 14 through 29). 4.0 CONCLUSIONS Based on our observations and testing reported herein, it is our opinion that the grading and compaction within the Summerly Development area were performed in substantial accordance with our recommendations and project plans. The graded areas within the subject project development shown on Figure 2 (with the exception of Lots 20, 21, and 22) addressed in this report are considered suitable for their intended purpose as of the date of our last test in December 2006.Additional fill placement and compaction remain to be performed in the area of the Parcels 20, 21 and 22 to achieve proposed rough grades. The proposed development will be free of geotechnical hazards such as landslides, settlement, or slippage and will not have an adverse effect on the adjacent property provided our recommendations are followed throughout the life of the project. 5.0 RECOMMENDATIONS Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 8 of 30 Tract 31920 City of Lake Elsinore, California For project planning purposes, the preliminary geotechnical design criteria presented in Reference No. 1, with the revisions and exceptions as discussed below, may be used. These criteria will be evaluated and revised, as necessary during the precise grading plan review based on the results of additional laboratory testing, as necessary. At the time of this report preparation, foundation details and loads were not available. These should be reviewed during the precise grading plan review to confirm the geotechnical recommendations provided herein and to develop supplemental recommendations, if required. The preliminary geotechnical design criteria applicable to the subject development are summarized below: Conventional Foundation Design Criteria The planned residential structures may be supported on conventional continuous and spread footings bearing on compacted engineered fill. The continuous and spread footings for these structures may be designed based on the preliminary criteria shown in Table 2. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 9 of 30 Tract 31920 City of Lake Elsinore, California GEOTECHNICAL DESIGN CRITERIA FOR LOW SOIL EXPANSION (Expansion Index=0-50 Allowable Bearing Pressure (1) 1,500 psf Minimum Footing Depth(2) 1-Story: 12 inches (All Footings) 2-Story: 18 inches All Footings) Width of Continuous Footings Per 1997 UBC Footing Reinforcement For continuous footings, two No. 4 bars, one at top and one at bottom Lateral Soil Resistance (3) 250 psf per ft. depth, subject to a maximum of 2,000 psf Friction Coefficient 0.35 (Ultimate) Sub-grade Pre-saturation Soak 2-3 percentage points above optimum moisture content to a depth of 12 inches Garage Door Grade Beam 12 inches square with two No. 4 bars, one at top and one at bottom. The grade beam should be tied to the adjacent footings Notes: (1) The allowable bearing value shown above applies to footings minimum one foot wide at a depth of one foot below lowest adjacent soil grade. This may be increased by 250 pound per square foot (psf) for each additional foot of footing embedment or width, subject to a maximum of 2,500 psf. Also, the allowable soil bearing value may be increased by one-third to resist transient loads such as wind or seismic forces. (2) Below lowest adjacent exterior soil grade. (3) Passive soil pressure value is for level soil conditions adjacent to footings with a maximum value not to exceed 2,500 psf. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30, 2007 Rough Grade Compaction Report Project No.: 420-001-07 Stage 2 of the Summerly Development Project Page 10 of 30 Tract 31920 City of Lake Elsinore, California Post-Tension Slab/footings A post-tensioned slab/footing system may be considered as an alternate to conventional foundations for residence support. Presented below are preliminary geotechnical criteria for post-tensioned slab/footings based on Table 18-III-L and Table 18-III-AA of the 1997 UBC. These criteria are based on low expansive soil subgrade condition and assume a 40-percent montmorillonite clay fraction. Thornthwaite Moisture Index -20 Climatic Rating(C,) 15 Depth to Constant Suction 7 ft. Constant Suction(pF) 3.6 Velocity of Moisture Flow 0.7 inch/month Center Lift em= 5.6 ft. ym=2.9 in. Edge Lift em =2.7 ft. ym=0.62 in. Minimum Depth of Footings 24 inches (perimeter) Slab Thickness 5 inches thick(minimal). Sub-grade Pre-saturation Presoak approximately 1-3 percentage points above the optimum moisture content to a depth of 18 inches. General Remarks (1) Adequate laboratory tests should be performed during precise grading to verify the soil expansion potential of the near grade compacted engineered fill, and the foundation criteria provided herein should be confirmed on a lot-by- lot basis. (2) The reinforcements shown above should be considered as minimum requirements. More restrictive criteria based on structural design and/or regulatory or Code requirements shall govern. All foundation excavations should be inspected and approved by the Project Geotechnical Engineer prior to the placement of reinforcement or concrete. Forming of footing excavations may be required. Excavations should be free of slough and debris and thoroughly moisture conditioned prior to placing concrete. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.: 420-001-07 Stage 2 of the Summerly Development Project Page 11 of 30 Tract 31920 City of Lake Elsinore, California (3) Excavated material from footing trenches should not be placed in slab-on- grade areas unless properly compacted and tested. (4) Isolated exterior post/column footings should be tied-back to the main foundation system in at least two (2) orthogonal directions. (5) Footing depths should not be allowed to be affected adversely, such as through erosion, softening, digging, landscaping, etc. (6) Where foundations encroach closer than five (5) feet horizontally from the flow line of drainage swales, the footing should be deepened sufficiently to maintain the required embedment depth below the adjacent flow line. Seismic Design A probabilistic seismic hazard analysis and 1997 UBC seismic design parameters were provided in Reference No. 1 and these remain applicable for the project. The probabilistic seismic hazard analyses and the UBC seismic design parameters, excerpted from Reference No. 1, are included in Appendix A for reference. Foundation Settlement Structures bearing on compacted engineered fill will undergo settlements due to structural loads. Total static settlements for continuous and spread footings designed in accordance with the above recommendations and with structural loading typical for the residential-type construction (column and wall loads not exceeding 30 kips and 3 kips/lineal foot, respectively), are not anticipated to exceed 1-inch. In general, differential settlement between similarly loaded column footings and continuous footings over a distance of 30 feet is not expected to exceed 3/4 inch. A majority of these settlements will occur during construction, with the remaining settlements expected to be long-term. Neblett&Associates, Inc. Laing-CP, Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 12 of 30 Tract 31920 City of Lake Elsinore, California Slab-On-Grade Recommended criteria for slab-on grade are shown below: a) Living Area Floor Slabs Living area concrete floor slabs should be 4 inches thick (minimum) and should be reinforced with No. 3 bars at 18 inches on center, each way at mid height. No. 3 bars at 18 inches on center should be provided connecting floor slabs to footings. In order to minimize migration of moisture up through the concrete slab from soil sub-grade and potential damage to floor coverings, a moisture/water vapor retarder should be installed beneath floor slabs, as hereinafter recommended. b) Garage Floor Slabs Garage floor slabs should be 4 inches thick (minimum) with No. 3 bars at 18 inches on center, each way at mid-height. The slabs should be quartered or saw-cut. The floor slab should be isolated from stem wall footings. Provide 4 inches gravel or sand base below slab. Generally, no moisture barrier is considered necessary for the garage floor slab. A grade beam should be placed across the garage door opening as described in the Geotechnical Design Criteria(Page 9). c) Driveway Driveway concrete slabs should be 4 inches thick (minimum) with No. 3 bars at 24 inches on center, each way at mid-height. The slab may be placed directly on properly prepared sub-grade.No moisture barrier is required under driveway slabs. d) Exterior Faatwork Exterior concrete flatwork and concrete walkways should be 4 inches thick (nominal). Hardscape areas within two feet of the descending slopes should include a thickened edge, deepened to provide a minimum five (5) feet horizontal setback between the bottom outside face of the thickened edge and slope face. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.: 420-001-07 Stage 2 of the Summerly Development Project Page 13 of 30 Tract 31920 City of Lake Elsinore, California e) Curb and Gutter Curb and gutter should be supported on approved compacted engineered fill. Prior to concrete placement, the sub-grade should be moisture conditioned to approximately 2 percentage points above the optimum moisture contents to a depth of 12 inches. f) Sub-grade Pre-saturation Prior to concrete placement, the soil sub-grade beneath slabs and curb and gutter should be thoroughly wetted to about 12 inches depth to a moisture condition of about 2 percentage points above the optimum moisture content and exhibit firm and unyielding condition. g) General Interior floor slabs and exterior concrete flatwork, including driveway, should be properly designed for the construction and service loading conditions, and potential settlements. The structural details, such as slab thickness, concrete strength, reinforcing criteria, joint spacing, etc. should be established by the Project Structural Engineer. The recommended minimum reinforcements for concrete slabs provided above are intended for preliminary design only. More restrictive criteria as dictated by structural design or regulatory requirements shall govern. Moisture/Water Vapor Retarder for Concrete Slab-on-Grade It should be recognized that, even with site surface and sub-drainage measures, there is potential for saturation of ground beneath concrete floor slabs due to water infiltration from irrigation, rain, and run-off or flow through the soil subgrade. The upward migration of moisture in vapor phase from soil subgrade through the slab-on-grade is inevitable under normal living conditions as they exist within a closed environment (e.g., residence). It is imperative that the Contractor properly install the recommended site drainage measures, utility trench backfill, and the moisture/water vapor retarder system in accordance with the project design requirements and specifications to mitigate potential moisture/water vapor transmission into the structures. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 14 of 30 Tract 31920 City of Lake Elsinore, California In order to reduce the potential for moisture/water vapor migration up through the slab and possibly affecting floor covering, wood cabinets and other objects, a moisture/vapor retarder is recommended under concrete slab-on-grade. The recommendations provided below are based on the guidelines of the American Concrete Institute (ACI Committee Report 302.1R- 96): • The moisture/water vapor retarder should consist of high strength polyethylene membrane and should meet or exceed the ASTM: E-1745-97 Class C material requirements for water vapor permeance, tensile strength and puncture resistance. The vapor retarder should consist of"Moistop Plus" (Fortifiber Building Products Systems) or "Vapor Block" VB 15 (Americover, Inc.), or approved equal. The vapor retarder should be underlain by a capillary break comprised of minimum 4 inches thick pea gravel layer. The gravel layer should be placed and compacted on approved soil sub- grade. • The installation of the moisture/water vapor retarder system requires specialized knowledge and experience and should be accomplished with the technical assistance and supervision of retarder system manufacturer and/or supplier. The membrane should be placed on approved gravel layer and properly lapped and sealed. Membranes intersecting utility pipes, sewer lines, ducts or drains must be properly wrapped around the penetrations and sealed. All punctures and rips in the membrane should be repaired prior to placement of concrete, following manufacturer's recommendations. The vapor retarder should be installed in general accordance with the procedures outlined in ASTM: E-1643, and in conformance with the installation procedures recommended by the manufacturer. • To minimize slab curling, a low slump concrete (low shrinkage mix design) should be used for the slab construction, as determined by the Project Structural Engineer. The placement of concrete slab should be observed and certified by the Concrete Deputy Inspector. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.: 420-001-07 Stage 2 of the Summerly Development Project Page 15 of 30 Tract 31920 City of Lake Elsinore, California The various entities involved in the project development, including the developer and contractor, must take proper steps to ensure an effective concrete slab-on-grade system design and installation in order to mitigate moisture/water vapor transmission. In addition, floor coverings and other built-in features should be carefully selected with vapor transmission in mind. It should be emphasized that, even with proper moisture/water vapor installation, proper control of irrigation and landscape water adjacent to the structure is very important to minimize problems caused by moisture and water vapor intrusion, and is the responsibility of the Homeowner. In addition, the Homeowner is responsible for maintaining proper site drainage as recommended hereinafter. Building Set-back Where foundations for buildings and retaining structures are located adjacent to slopes, the footing depths and setbacks should be in accordance with the 1997 UBC and the requirements of the City of Lake Elsinore. The horizontal distance from the outside edge of the footing to the face of slope, however, shall in no case be less than ten feet. For minor masonry walls, it is our opinion that minimum horizontal setback of 5 feet from the outer edge of footings to the slope surface may used. Retaining Walls (a) Retaining wall footings should be supported on compacted engineered fill. The wall footings may be designed based on a maximum allowable soil pressure of 1,500 psf. For retaining walls, the recommended minimum footing depth is 2 feet below the lowest adjacent soil grade. (b) Retaining walls should be adequately designed to resist the lateral soil pressures and the anticipated construction loadings and service conditions. The earth pressure acting on retaining walls depends primarily on the allowable wall movement, type of backfill materials, backfill slopes, wall inclination, surcharges, and any hydrostatic Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 16 of 30 Tract 31920 City of Lake Elsinore,California pressure. The following minimum lateral earth pressures are recommended for vertical walls with no hydrostatic pressure and no surcharge: Wall Condition Backfill Slope Lateral Earth Pressure (Equivalent Fluid Pressure) ( cf) Level 40 Active Condition (Cantilever Walls) 2H:1 V 65 The above values are applicable to non-expansive, granular backfill (sands) placed between the wall stem and an imaginary plane rising at 45 degrees from below the edge (heel) of the wall footings. (c) The surcharge effect of anticipated adjacent loads on the wall backfill (e.g., traffic, footings) should be included in the wall design. If the wall is free to deflect, additional lateral pressure equal to 33 percent of the maximum surcharge load located within a distance equal to the height of the wall should be used in design. (d) The wall design should include water-proofing(where appropriate) and weep holes or back-drains for relieving possible hydrostatic pressure. The back-drain should consist of perforated Schedule 40 PVC pipe, minimum 4-inch diameter, embedded in minimum 3 cubic feet/foot of gravel and enveloped in MIRAFI 140 geo-fabric or approved equal. The drain pipe should be installed at a minimum gradient of 1 percent and should discharge into suitable outlet. (e) No backfill should be placed against concrete until minimum design strengths are attained, as determined by concrete compression tests. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 17 of 30 Tract 31920 City of Lake Elsinore,California (f) Retaining wall backfill should be mechanically compacted to minimum 90 percent relative compaction (ASTM: D 1557). No ponding, jetting or flooding, should be permitted. Utility Trench Backfill Bedding material should consist of on-site sandy or imported materials exhibiting a Sand Equivalent(S.E.) value of 30 or greater, and should comply with the requirements of the City of Lake Elsinore. The fill soils derived from on-site excavations are considered suitable for trench backfill, provided they are free of organic material and rocks over 4 inches in maximum dimension. Backfill of all exterior and interior trenches should be placed in thin lifts and mechanically compacted to achieve a relative compaction of not less than 90% based on ASTM: D1557. Care should be taken not to damage utility lines. Utility trenches should not be located within the influence of footings. This is defined as a zone located below the footing and a line sloping at an inclination of 1:1 (horizontal to vertical) outward from the outside edge of footings. If utility lines are located within the zone of footings, the backfill should be compacted to a minimum 95 percent relative compaction or slurry backfilled(minimum 1-1/2 sack cement- sand mix). To prevent water migration into building sub-grade through the granular bedding layer and/or trench backfill, utility trenches should be backfilled with clayey soils or sand-cement slurry to minimum 3 feet length at their entry points in the foundation. Trenches greater than 4 feet in depth should be shored or sloped back in accordance with the requirements of local regulatory agency, the State of California Division of Industrial Safety and Construction Safety Orders, and Federal OSHA requirements. Concrete Design The results of soluble sulfate testing (Table 1) indicate negligible sulfate concentration. Based on the laboratory test results presented in Table 111, sulfate exposure for concrete is Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.: 420-001-07 Stage 2 of the Summerly Development Project Page 18 of 30 Tract 31920 City of Lake Elsinore, California considered negligible (UBC Table 19-A-4). Concrete mix design, including water-cement ratio should be in accordance with negligible sulfate exposure as presented in 1997 UBC Table 19-A-4 and the requirements of the City of Lake Elsinore. Based on Table 19-A-4, special sulfate resistant concrete is not required. Site Drainage The Homeowners and Landscape Architect should be aware of the potential problems that may develop when drainage is altered through construction of retaining walls, paved walkways, and patios. Conditions which will lead to ground saturation must be avoided. a) All roof and surface drainage should be directed away from structures and their appurtenances and slopes to approved drainage facilities. Ponding of water should be avoided. For graded soil areas, a minimum gradient of 2 percent away from the structures should be maintained. b) The recommended drainage patterns should be established at the time of fine grading and maintained throughout the life of the structure or, if altered, should be replaced with properly designed area drain system. c) Irrigation activities at the site should be monitored and controlled to prevent over watering. Planter and lawn areas adjacent to structures should be avoided. If utilized, these should include measures to contain irrigation water and prevent moisture migration into the walls and under foundations and slabs-on-grade. d) It is imperative that all new construction maintain positive drainage to suitable discharge facilities. Adequate area drainage systems should be installed in planter areas and within flatwork areas, as required. For graded areas and hardscape areas should have a minimum surface gradient away from structures of 1 percent Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 19 of 30 Tract 31920 City of Lake Elsinore, California Slope Planting, Irritation and Maintenance General guidelines for slope planting, irrigation and maintenance are shown below: (1) Slope planting should consist of appropriate drought resistant vegetation as recommended by the Landscape Architect. Landscaping of slopes should be completed as soon as possible and properly maintained. (2) The property owner is responsible for proper irrigation and for maintenance and repair of installed irrigation systems. Leaks should be repaired immediately. Sprinklers should be adjusted to provide maximum coverage with a minimum of water usage and overlap. Over-watering with consequent excessive runoff and ground saturation must be avoided. (3) If automatic sprinkler systems are installed, their use must be adjusted to account for natural rainfall conditions. (4) All interceptor ditches, drainage terraces, down-drains, and any other drainage devices that have been installed must be maintained and cleaned. (5) If rodent activity is present, the property owner must undertake a program for the elimination of burrowing animals. This must be an ongoing program in order to promote slope stability. (6) Water must not be allowed to flow over the constructed or natural slopes. This may require the construction of berms or ditches along the top of slopes, if such devices are not in place. 6.0 PLAN REVIEW During the design and precise grading phase, the final Precise Grading and Foundation Plans, including the design details of planned structures, such as structure type, location and configuration, and design loads, should be provided to the Project Geotechnical Engineer to verify the applicability of the recommendations previously provided and to develop additional and/or revised recommendations, as appropriate. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 20 of 30 Tract 31920 City of Lake Elsinore, California 7.0 LIMITATIONS This report presents information and data relative to the subject grading and placement of compacted fill within the limits shown on the attached Geotechnical and Geologic Maps (Sheets Plates 1 through 29). Representatives of this firm conducted periodic tests and made observations during grading in an effort to determine the compliance of the work with project specifications and the recommendations of this firm. During grading, our field personnel did not direct or supervise the contractor or his work forces. Professional and technical advice and suggestions were provided to the owner and/or his designated representative based on the results of the tests and observations. The results of field density tests reported herein are valid at the locations and depths tested and at the time of testing only. Changes in the condition and properties of compacted fill can occur with the passage of time, whether they be due to natural processes or human activities (such as soil expansion, shrinkage, rainfall, landscape irrigation, and other factors) at or adjacent to the property. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our control. Our observations and testing services as well as the findings and conclusions presented in this report are in accordance with the currently accepted principles and practice in the field of geotechnical engineering. No other warranty, expressed or implied, is made as to the conclusions and professional opinions provided herein. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 21 of 30 Tract 31920 City of Lake Elsinore,California This Rough Grade Compaction Report for the Stage 2 portion of the Summerly Development Project is subject to review by the governing agencies. If you have any questions, or you require additional information,please contact the undersigned. Respectfully submitted, NEBLETT &ASSOCIATES, INC. GENE lER n/0 ��G1PIEER!/V0� GU c J� ny a pQ By: ' „ 36i yt { w No.CEG 2250 CD y iris A. Gtiesnon 7Uf49-30•Os David H. sinter,P.G. C 1 P 0630•08 CEG 2361, Reg. E ,iate� 9/30/09 P�\� CEG 2250. Reg. Expir �P /08 Senior Project Geolo �T Fo Chief Geologist rFOF CA��F�Q A 0 !� l By: �A 0 Daniel J. orikaw, P. 9.30.08 l ey S. eft, G s� No CEG252 RGE 2726,Reg. Ex re. $/ 0/08 �� C .,G 25' , Reg. pire 0/Mp.9-30-09 Chief Engineer sT9TF OF C eside 1 d' Attachments: qrF OF CPA\ FAQ List of References Figure 1 Site Location Map Figure 2 Site Plan Appendix A Seismic Hazard Evaluation Appendix B Laboratory Test Results Table I Maximum Density/Optimum Moisture Content Test Results Table II Summary of Field Density Test Results Plates 1 through 11 - Geotechnical Maps (Map pockets) Plates 12 through 29- Geologic Maps (Map pockets) Plate 30- Drainage Details (Following Map pockets) Distribution: Addressee(6 copies) Wilson-Mikami, Corp.,Attn: Mr. Scott Wilson(1 copy) File: 420-001-07 113007 Laing-CP Stage2RGCompactionReportReport.doc Neblett&Associates,Inc. Laing-CP,Lake Elsinore, LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 22 of 30 Tract 31920 City of Lake Elsinore, California LIST OF REFERENCES 1. Neblett & Associates, Inc., Preliminary Foundation Recommendations, Golf Course Structures, Southerly Development Site, Tentative Tract 31920, City of Lake Elsinore, California, dated March 21, 2005 (Project No. 420-000-03). 2. Neblett & Associates, Inc., Geotechnical Review, Preliminary Lake Construction Drawings, The Links at Summerly, Lake Elsinore, California, dated April 14, 2005 (Project No. 420-000-07). 3. Preliminary Geotechnical Investigation and 40-Scale Grading Plan Review, Tentative Tract 31920, Stage 2 of Summerly Development, City of Lake Elsinore, County of Riverside, California, dated February 7, 2006 (Project No. 420-001-05). 4. Neblett & Associates, Inc., Geotechnical Recommendations, Golf Course Cart Paths, Tentative Tract 31920, Stages 1 and 2 - Summerly Development, City of Lake Elsinore, California, dated March 27, 2006 (Project No. 420-000-07). 5. Neblett & Associates, Inc., Revised Pavement Section Recommendations, Summerly Cart Path for EVMWD, Tentative Tract 31920, City of Lake Elsinore, County of Riverside, California, dated October 16, 2006 (Project No. 420-000-07). 6. Neblett & Associates, Inc., Revised Pavement Section Recommendations, Summerly Cart Path for EVMWD, Tentative Tract 31920, City of Lake Elsinore, California, County of Riverside, revised October 23, 2006 (Project No. 420-000-07). 7. Neblett & Associates, Inc., Final Rough Grade Compaction Report, Stage 1 of the Summerly Development Project, Tract 31920, Lake Elsinore, California, dated May 11, 2007 (Project No. 420-000-07). 8. Neblett & Associates, Inc., Interim Rough Grade Compaction Report, Parcel 9, Stage 2, Summerly Development Site, Tract 31920, Lake Elsinore, California, dated June 11, 2007 (Project No. 420-001-07). 9. Neblett & Associates, Inc., Geotechnical Review of Precise Grading Plan, Maintenance Facility, Summerly — Phase 1, Tract 31920-1, City of Lake Elsinore, California, dated July 24, 2007 (Project No. 420-003-08). 10.Neblett & Associates, Inc., Interim Rough Grade Compaction Report, Parcels 18 & 19, Stage 2, Summerly Development Site, Tract 31920, Lake Elsinore, California, dated August 30, 2007 (Project No. 420-001-07). Neblett&Associates, Inc. Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 1 of 141 Tract 31920 Lake Elsinore,California TABLE I MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT TEST RESULTS Laboratory Standard: ASTM:D1557 Classification Optimum Maximum Soil Type Moisture Content Dry Density (%) (pcfl A Clayey Sand with Silt 9.5 130.0 B Clayey Sand with Silt 8.5 132.0 C Clayey Sand with Silt 8.5 132.0 D Yellow Grey Silty Sand 13.5 116.5 E Olive Grey Silty Sand 11.5 124.0 G Brownish Grey Silty Sand 9.0 133.0 H Olive Brown Silty Sand 9.5 131.0 I Yellow Grey Silty Sand 10.5 126.5 J Olive Grey Silty Sand 10.5 129.5 K Tan Brown Gravelly Sand 7.0 137.0 L Brown Tan Gravelly Sand 9.5 129.0 M Brown Tan Gravelly Sand 8.5 135.0 N Brown Tan Gravelly Sand 10.5 130.0 O Brown Tan Gravelly Sand 10.0 131.5 P Brown Tan Gravelly Sand 9.5 128.5 Q Med.Brown Silty Sand 8.0 134.5 R Olive Grey Silty Sand 9.4 130.6 S Grey Silty Sand 9.7 130.9 T Olive Grey Silty Sand 9.3 130.7 U Olive Brown Clayey Sand 8.5 132.5 V Med.Brown Clayey Sand 8.5 133.5 W Brown Yellow Silty Sand 10.0 130.5 X Yellow Brown Silty Sand 7.5 137.0 Y Blend of V,W,X 8.5 134.0 Z Olive Gray Silty Cl Sand 9.5 132.0 F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 2 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 11/23/05 22 Tract 13/Lot 38 1255.0 12.2 121.5 93 90 A PASS 23 Tract 13/Lot 49 1256.0 12.6 120.7 93 90 A PASS 24 Tract 13/Lot 48 1256.0 11.7 122.3 94 90 A PASS 25 Tract 13/Lot 46 1255.0 10.7 126.6 96 90 C PASS 26 Tract 13/E0 Street 1257.0 11.2 125.4 95 90 C PASS 27 Tract 13/Lot 54 1256.0 11.3 123.7 94 90 C PASS " 28 Tract 13/Lot 47 1258.0 10.5 124.4 94 90 C PASS 29 Tract 13/Lot 39 1258.0 10.6 126.2 96 90 B PASS 30 Tract 13/Lot 37 1260.0 11.4 124.7 94 90 B PASS 31 Tract 13/Lot 48 1261.0 11.2 125.4 95 90 B PASS 32 Tract 13/E0 Street 1259.0 10.8 123.3 93 90 B PASS 11/29/05 48 Tract 13/Lot 36 1258.0 11.2 124.6 94 90 B PASS it 49 Tract 13/Lot 34 1260.0 11.5 123.2 93 90 B PASS 50 Tract 13/Lot 32 1261.0 10.8 123.5 94 90 B PASS " 51 Tract 13/EP Street 1259.0 12.3 119.4 92 90 A PASS " 52 Tract 13/Lot 28 1264.0 11.6 121.5 93 90 A PASS " 53 Tract 13/EM Street 1260.0 11.5 120.6 93 90 A PASS 54 Tract 13/Lot 31 1265.0 10.7 120.8 93 90 A PASS " 55 Tract 13/Lot 34 1264.0 11.2 122.3 94 90 A PASS 12/09/05 169 Tract 13/Lot 33 1261.0 11.2 125.3 95 90 C PASS 170 Tract 13/Lot 30 1264.0 11.5 124.8 95 90 C PASS 171 Tract 13/Lot 28 1267.0 10.8 123.3 93 90 C PASS " 172 Tract 13/Lot 29 1269.0 10.6 122.5 93 90 C PASS " 173 Tract 13/Lot 35 1263.0 11.7 121.8 94 90 A PASS " 174 Tract 13/Lot 37 1260.0 12.3 118.8 91 90 A PASS 175 Tract 13/EK Street 1261.0 12.2 120.5 93 90 A PASS " 176 Tract 13/EK Street 1263.0 11.5 121.6 94 90 A PASS " 177 Tract 13/Lot 50 1255.0 11.5 121.4 93 90 A PASS " 178 Tract 13/Lot 51 1257.0 12.3 120.7 93 90 A PASS 179 Tract 13/Lot 58 1255.0 11.7 122.3 94 90 A PASS 180 Tract 13/Lot 53 1258.0 11.8 124.2 96 90 A PASS 12/12/05 181 Tract 13/Lot 54 1260.0 10.6 120.5 91 90 B PASS 182 Tract 13/Lot 56 1261.0 10.8 122.6 93 90 B PASS 183 Tract 13/Lot 58 1257.0 11.2 121.8 92 90 B PASS " 184 Tract 13/Lot 50 1263.0 9.7 123.5 94 90 B PASS 185 Tract 13/Lot 57 1256.0 11.2 119.5 92 90 A PASS " 186 F* Tract 13/Lot 55 1258.0 7.7 116.4 90 90 A FAIL " 186 R Tract 13/Lot 55 1258.0 10.8 120.3 93 90 A PASS 187 Tract 13/Lot 52 1264.0 11.3 122.6 94 90 A PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 3 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pel, (%) (%) TYPE FAIL 12/12/05 188 Tract 13/E0 Street 1263.0 12.4 121.5 93 90 A PASS " 189 Tract 13/Lot 59 1266.0 11.7 120.2 92 90 A PASS 190 Tract 13/Lot 42 1256.0 10.8 122.7 94 90 A PASS 191 Tract 13/Lot 41 1258.0 11.3 123.2 95 90 A PASS 192 Tract 13/Lot 59 1267.0 10.7 124.3 94 90 B PASS 193 Tract 13/Lot 40 1257.0 11.3 122.7 93 90 B PASS 194 Tract 13/Lot 43 1255.0 11.5 123.4 93 90 B PASS 195 Tract 13/Lot 45 1259.0 10.8 120.5 91 90 B PASS 196 Tract 13/Lot 44 1260.0 10.5 121.8 92 90 B PASS " 197 Tract 13/Street 1258.0 9.8 121.7 92 90 B PASS 198 Tract 13/Street 1261.0 10.3 119.6 91 90 B PASS 199 Tract 13/Street 1263.0 11.2 122.2 93 90 B PASS 12/13/05 216 Tract 13/Lot 33 1268.0 11.2 121.4 93 90 A PASS to 217 Tract 13/Lot 31 1271.0 11.5 123.2 95 90 A PASS to 218 Tract 13/Lot 34 1273.0 12.3 122.6 94 90 A PASS of 219 Tract 13/Lot 35 1265.0 11.4 119.7 92 90 A PASS 12/14/05 220 Tract 13/Lot 30 1271.0 10.8 120.4 93 90 A PASS to 221 Tract 13/Lot 29 1273.0 11.4 122.3 94 90 A PASS " 222 Tract 13/Lot 36 1271.0 12.2 121.5 93 90 A PASS " 223 Tract 13/EK Street 1268.0 11.7 123.3 95 90 A PASS 224 Tract 13/Lot 60 1256.0 11.5 121.4 93 90 A PASS " 225 Tract 13/EN Street 1257.0 11.2 120.7 93 90 A PASS 226 F Tract 13/EN Street 1259.0 10.7 115.5 89 90 A FAIL 226 R Tract 13/EN Street 1259.0 11.8 119.3 92 90 A PASS " 227 Tract 13/Lot 63 1260.0 10.6 125.3 95 90 C PASS 228 Tract 13/Lot 61 1262.0 11.2 124.6 94 90 C PASS " 229 Tract 13/Lot 64 1263.0 11.3 126.2 96 90 C PASS 230 Tract 13/Lot 62 1264.0 10.7 125.4 95 90 C PASS 231 Tract 13/EK Street 1255.0 10.8 124.3 94 90 B PASS 232 Tract 13/EK Street 1260.0 11.2 125.2 95 90 B PASS " 233 Tract 13/Lot 45 1266.0 11.5 122.7 93 90 B PASS 234 Tract 13/EJ Street 1262.0 10.7 123.5 94 90 B PASS 235 Tract 13/Lot 1 1254.0 10.5 122.6 93 90 B PASS 236 Tract 13/Lot 2 1256.0 9.8 123.4 93 90 B PASS 237 Tract 13/Lot 61 1264.0 10.2 125.2 95 90 B PASS 238 Tract 13/Lot 62 1266.0 11.3 124.6 94 90 B PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 4 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 01/26/06 953 Tract 13/Lot 4 1253.0 13.3 115.7 93 90 E PASS 954 Tract 13/Lot 70 1257.0 13.5 116.2 94 90 E PASS 955 Tract 13/Lot 67 1257.0 12.8 114.5 92 90 E PASS " 956 Tract 13/Lot 3 1255.0 13.6 112.7 91 90 E PASS " 957 Tract IREL Street 1255.0 14.2 113.4 91 90 E PASS 958 Tract 13/Lot 69 1256.0 13.7 114.8 93 90 E PASS 959 Tract 13/Lot 5 1255.0 11.8 122.6 94 90 A PASS " 960 Tract 13/Lot 6 1251.0 11.3 121.5 93 90 A PASS 01/27/06 961 Tract 13/Lot 8 1252.0 11.7 118.0 91 90 A PASS 962 Tract 13/Lot 9 1253.0 10.8 120.6 91 90 B PASS 963 Tract 13/Lot 13 1251.0 10.5 119.8 91 90 B PASS 964 Tract 13/Lot 14 1252.0 11.0 121.2 92 90 B PASS 965 Tract 13/Lot 10 1255.0 11.5 120.0 92 90 A PASS " 966 Tract 13/Lot 12 1255.0 10.5 122.4 93 90 B PASS 967 Tract 13/Lot 7 1256.0 10.5 122.4 93 90 B PASS " 968 Tract 13/Lot 11 1257.0 10.6 122.1 93 90 B PASS 969 Tract 14/Lot 28 1253.0 10.7 120.5 91 90 B PASS " 970 Tract 14/Lot 47 1252.0 12.3 119.8 92 90 A PASS " 971 Tract 14/Lot 42 1249.0 12.1 118.4 91 90 A PASS " 972 Tract 14/Lot 23 1251.0 11.8 119.3 92 90 A PASS 01/28/06 1009 Tract 13/Lot 68 1260.0 13.2 114.3 92 90 E PASS to 1010 Tract 13/Lot 60 1266.0 12.7 113.8 92 90 E PASS 1011 Tract 13/Lot 59 1266.0 12.8 115.5 93 90 E PASS 1012 Tract 13/Lot 51 1267.0 13.3 117.2 95 90 E PASS 1013 Tract 13/Lot 53 1267.0 13.5 116.4 94 90 E PASS 1014 Tract 13/Lot 2 1262.0 11.4 121.8 94 90 A PASS " 1015 Tract 13/Lot 70 1263.0 10.8 120.5 93 90 A PASS " 1016 Tract 13/Lot 67 1263.0 11.6 122.7 94 90 A PASS " 1017 Tract 14/Lot 48 1252.0 10.7 120.3 91 90 B PASS 1018 F Tract 14/Lot 40 1249.0 9.3 117.2 89 90 B FAIL 1018 R Tract 14/Lot 40 1249.0 11.2 121.4 92 90 B PASS 1019 Tract 14/EG Street 1250.0 10.8 121.7 92 90 B PASS 1020 Tract 14/Street 1250.0 10.5 124.2 94 90 B PASS " 1021 Tract 14/Lot 52 1251.0 11.6 121.5 93 90 A PASS 1022 Tract 14/Lot 55 1249.0 11.3 119.8 92 90 A PASS 1023 Tract 14/Lot 50 1251.0 10.8 121.4 93 90 A PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 5 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 01/31/06 1024 F Tract 14/Lot 26 1253.0 15.5 104.6 89 90 D FAIL 1024 R Tract 14/Lot 26 1253.0 15.9 107.0 92 90 D PASS " 1025 F Tract 14/Lot 29 1256.0 13.6 102.4 88 90 D FAIL 1025 R Tract 14/Lot 29 1256.0 16.2 106.3 91 90 D PASS 1026 F* Tract 14/Lot 46 1254.0 12.8 105.9 91 90 D FAIL 1026 R Tract 14/Lot 46 1254.0 15.5 105.6 91 90 D PASS " 1027 Tract 14/Lot 43 1254.0 16.5 106.5 91 90 D PASS 1028 Tract 14/Lot 53 1250.0 16.2 107.4 92 90 D PASS " 1029 Tract 14/Lot 58 1251.0 15.9 105.5 91 90 D PASS 1030 Tract 14/Lot 60 1249.0 15.5 106.9 92 90 D PASS " 1031 Tract 14/Lot 56 1251.0 15.8 105.9 91 90 D PASS 1032 Tract 13/Lot 14 1255.0 15.7 106.3 91 90 D PASS " 1033 Tract 13/EL Street 1256.0 15.7 106.5 91 90 D PASS " 1034 Tract 13/Lot 7 1257.0 15.5 107.3 92 90 D PASS " 1035 F Tract 13/Lot 6 1256.0 10.6 103.6 89 90 D FAIL " 1035 R Tract 13/Lot 6 1256.0 16.8 106.6 92 90 D PASS " 1036 Tract 13/Lot 8 1256.0 15.9 105.6 91 90 D PASS 1037 Tract 13/Lot 10 1257.0 16.0 106.4 91 90 D PASS " 1038 Tract 13/Lot 69 1264.0 15.6 106.3 91 90 D PASS " 1039 Tract 13/Lot 3 1264.0 15.5 104.9 90 90 D PASS 02/01/06 1072 Tract 14/Lot 57 1253.0 13.4 115.5 93 90 E PASS 1073 Tract 14/Lot 59 1250.0 12.8 114.7 93 90 E PASS 1074 Tract 14/Lot 54 1252.0 12.7 116.2 94 90 E PASS " 1075 Tract 14/Lot 49 1254.0 13.3 113.7 92 90 E PASS " 1076 Tract 14/Lot 45 1257.0 14.2 114.3 92 90 E PASS " 1077 Tract 14/Lot 30 1258.0 11.5 119.4 92 90 A PASS 1078 Tract 14/Lot 27 1257.0 12.2 121.7 94 90 A PASS 1079 Tract 14/Lot 25 1256.0 11.7 120.5 93 90 A PASS " 1080 Tract 14/Lot 61 1253.0 12.6 121.4 93 90 A PASS 1081 Tract 14/Lot 51 1254.0 11.8 120.7 93 90 A PASS 1082 Tract 14/Lot 41 1253.0 11.5 123.3 95 90 A PASS " 1083 Tract 14/Lot 24 1255.0 10.8 122.7 94 90 A PASS 1084 Tract 14/Lot 22 1253.0 11.7 120.8 93 90 A PASS " 1085 Tract 14/Lot 28 1256.0 12.2 121.4 93 90 A PASS " 1086 Tract WEE Street 1261.0 11.3 119.6 92 90 A PASS 1087 Tract 14/Lot 45 1259.0 11.5 120.7 93 90 A PASS 02/02/06 1088 Tract 13/Lot 23 1253.0 16.1 105.9 91 90 D PASS " 1089 F* Tract 13/Lot 26 1255.0 11.2 105.7 91 90 D FAIL " 1089 R Tract 13/Lot 26 1255.0 15.5 106.2 91 90 D PASS 1090 Tract 13/Lot 27 1255.0 15.3 106.5 91 90 D PASS 1091 Tract 13/Lot 21 1254.0 15.6 105.2 90 90 D PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 6 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 02/02/06 1092 Tract 13/Lot 18 1252.0 15.7 107.6 92 90 D PASS " 1093 Tract 13/Lot 15 1253.0 15.5 107.9 93 90 D PASS 1094 Tract 13/Lot 66 1256.0 15.5 107.7 92 90 D PASS 1095 Tract 13/Lot 65 1257.0 15.9 105.7 91 90 D PASS 1096 Tract 13/Lot 17 1254.0 16.3 107.2 92 90 D PASS " 1097 F* Tract 13/Lot 20 1255.0 12.1 106.2 91 90 D FAIL 1097 R Tract 13/Lot 20 1255.0 15.7 106.3 91 90 D PASS 1098 F* Tract 13/Lot 24 1256.0 9.8 109.5 94 90 D FAIL 1098 R Tract 13/Lot 24 1256.0 15.5 106.9 92 90 D PASS 1099 Tract 13/Lot 19 1255.0 15.8 105.8 91 90 D PASS 1100 Tract 13/Lot 22 1256.0 15.5 107.2 92 90 D PASS " 1101 Tract 13/Lot 25 1257.0 16.1 107.8 93 90 D PASS " 1102 Tract 13/Lot 68 1264.0 16.0 107.8 93 90 D PASS " 1103 Tract 13/Lot 58 1267.0 15.6 105.4 90 90 D PASS 02/03/06 1120 Tract 13/Lot 47 1270.0 15.6 106.3 91 90 D PASS " 1121 F* Tract 13/Lot 49 1271.0 9.1 105.9 91 90 D FAIL it 1121 R Tract 13/Lot 49 1271.0 15.7 105.2 90 90 D PASS " 1122 F* Tract 13/Lot 32 1272.0 12.3 108.4 93 90 D FAIL 1122 R Tract 13/Lot 32 1272.0 15.5 106.0 91 90 D PASS 1123 Tract 13/Lot 25 1260.0 16.4 105.8 91 90 D PASS 1124 Tract 13/Lot 21 1258.0 16.0 108.1 93 90 D PASS " 1125 Tract 13/Lot 55 1262.0 15.8 106.3 91 90 D PASS 1126 Tract 13/Lot 57 1263.0 15.5 107.2 92 90 D PASS " 1127 Tract 13/Lot 63 1265.0 15.8 106.4 91 90 D PASS 1128 Tract 13/Lot 17 1259.0 16.1 106.4 91 90 D PASS 1129 Tract 13/Lot 16 1260.0 15.9 107.1 92 90 D PASS " 1130 Tract 13/Lot 20 1261.0 16.0 106.8 92 90 D PASS " 1131 Tract 13/Lot 22 1262.0 16.5 106.3 91 90 D PASS 1132 Tract 13/Lot 26 1264.0 16.3 108.0 93 90 D PASS " 1133 Tract 13/Lot 27 1265.0 15.7 106.1 91 90 D PASS 1134 Tract 13/Lot 18 1266.0 15.9 105.6 91 90 D PASS " 1135 Tract 13/Lot 64 1267.0 15.5 105.5 91 90 D PASS 02/07/06 1192 Tract 14/Lot 40 1254.0 11.2 121.6 93 90 H PASS " 1193 Tract 14/Lot 53 1255.0 11.7 119.8 91 90 H PASS 1194 Tract 14/Lot 57 1256.0 12.3 120.4 92 90 H PASS " 1195 Tract 14/Lot 55 1254.0 11.4 122.3 93 90 H PASS 1196 Tract 14/Lot 50 1256.0 11.8 123.7 94 90 H PASS " 1197 Tract 14/Lot 48 1256.0 13.2 115.7 93 90 E PASS " 1198 Tract 14/Lot 47 1257.0 14.3 114.8 93 90 E PASS " 1199 Tract 14/Lot 27 1261.0 13.5 116.2 94 90 E PASS " 1200 Tract 13/Lot 13 1259.0 13.8 115.2 93 90 E PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 7 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 02/09/06 1216 Tract 14/Lot 30 1261.0 12.1 119.5 92 90 A PASS " 1217 Tract 14/Lot 44 1254.0 12.0 119.8 92 90 A PASS it 1218 Tract 14/Lot 43 1259.0 13.5 112.6 91 90 E PASS 1219 Tract 14/Lot 49 1259.0 11.7 119.0 92 90 A PASS 1220 Tract 14/Lot 23 1257.0 11.5 119.6 92 90 A PASS 1221 Tract 14/Lot 21 1251.0 11.5 118.9 91 90 A PASS 1222 Tract 14/Lot 54 1257.0 11.9 117.9 91 90 A PASS 1223 Tract 14/Lot 60 1255.0 11.5 121.1 93 90 A PASS 1224 Tract 14/Lot 64 1249.0 14.4 114.5 92 90 E PASS 1225 Tract 14/Lot 62 1260.0 14.1 115.2 93 90 E PASS 1226 Tract 14/Lot 63 1251.0 13.9 114.6 92 90 E PASS 1227 Tract 14/Lot 2 1250.0 13.6 115.1 93 90 E PASS 1228 Tract 14/Lot 1 1252.0 11.9 118.7 91 90 A PASS 1229 Tract 14/Lot 6 1250.0 12.3 118.9 91 90 A PASS " 1230 Tract 14/Lot 4 1251.0 12.1 119.4 92 90 A PASS 1231 Tract 14/Lot 5 1252.0 13.5 118.5 96 90 E PASS 1240 Tract 17/Lot 50 1248.0 12.8 113.5 92 90 E PASS 1241 Tract 17/Lot 51 1250.0 13.3 115.2 93 90 E PASS 1242 Tract 17/Lot 49 1251.0 13.5 114.7 93 90 E PASS 1243 Tract 17/Lot 53 1248.0 12.7 113.6 92 90 E PASS " 1244 Tract 17/Lot 1 1250.0 13.4 114.8 93 90 E PASS 1245 Tract 17/Lot 29 1251.0 14.2 115.6 93 90 E PASS 1246 Tract 17/Lot 28 1252.0 11.3 121.4 93 90 A PASS " 1247 Tract 17/Lot 2 1253.0 11.5 122.6 94 90 A PASS 02/10/06 1248 F Tract 17/Lot 52 1250.0 13.7 116.4 89 90 A FAIL 1248 R Tract 17/Lot 52 1250.0 11.9 119.3 92 90 A PASS " 1249 F Tract 14/13 Street 1251.0 14.1 114.4 88 90 A FAIL 1249 R Tract 14/13 Street 1251.0 12.1 118.7 91 90 A PASS 1250 Tract ITEC Street 1253.0 13.5 117.7 91 90 A PASS 1251 Tract 17/Street 1255.0 13.9 118.7 91 90 A PASS " 1252 Tract 17/Lot 52 1248.0 14.4 117.9 91 90 A PASS " 1253 Tract 17/Lot 53 1253.0 14.0 117.9 91 90 A PASS 1254 Tract 17/Lot 1 1255.0 13.5 119.5 92 90 A PASS " 1255 Tract 17/EC Street 1257.0 13.5 117.9 91 90 A PASS 1256 Tract 14/Lot 42 1259.0 13.5 114.5 92 90 E PASS 1257 Tract 14/Lot 52 1257.0 13.5 114.3 92 90 E PASS 1258 Tract 14/Lot 58 1258.0 13.5 114.8 93 90 E PASS 1259 Tract 14/Lot 56 1258.0 13.9 115.5 93 90 E PASS 1260 Tract 14/Lot 59 1258.0 14.1 112.9 91 90 E PASS 1261 Tract 14/Lot 44 1262.0 14.6 112.2 90 90 E PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 8 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 02/10/06 1262 Tract 14/Lot 31 1258.0 14.0 113.0 91 90 E PASS " 1263 Tract 14/Lot 46 1260.0 14.2 113.2 91 90 E PASS 02/16/06 1376 Tract 14/Lot 36 1252.0 15.6 108.7 93 90 D PASS " 1377 Tract 14/Lot 38 1252.0 15.3 109.6 94 90 D PASS " 1378 Tract 14/Lot 32 1253.0 15.5 106.9 92 90 D PASS 1379 Tract 14/Lot 33 1254.0 15.5 107.0 92 90 D PASS 1380 F* Tract 14/Lot 37 1253.0 11.9 115.6 99 90 D FAIL 1380 R Tract 14/Lot 37 1253.0 15.5 106.4 91 90 D PASS 1381 F* Tract 14/Lot 35 1254.0 12.7 112.5 97 90 D FAIL 1381 R Tract 14/Lot 35 1254.0 15.7 106.5 91 90 D PASS 1382 Tract 14/Lot 39 1254.0 15.5 105.8 91 90 D PASS " 1383 Tract 14/Lot 34 1255.0 15.7 105.8 91 90 D PASS " 1384 Tract 14/EI Street 1253.0 15.9 106.2 91 90 D PASS " 1385 Tract 14/EI Street 1254.0 16.1 105.5 91 90 D PASS 1386 Tract 14/EH Street 1257.0 16.0 105.8 91 90 D PASS " 1387 Tract 14/Lot 36 1255.0 16.3 106.9 92 90 D PASS 1388 Tract 14/Lot 37 1256.0 15.6 106.8 92 90 D PASS 1389 Tract 14/Lot 38 1257.0 15.7 106.3 91 90 D PASS 1390 Tract 14/Lot 41 1257.0 16.4 106.2 91 90 D PASS " 1391 Tract 14/Lot 39 1256.0 15.5 107.5 92 90 D PASS 02/17/06 1408 Tract 17/Lot 30 1249.0 15.8 109.7 94 90 D PASS " 1409 Tract 17/Lot 46 1248.0 16.1 106.2 91 90 D PASS 1410 Tract 17/Lot 40 1248.0 15.9 106.7 92 90 D PASS " 1411 Tract 17/Lot 36 1249.0 15.5 107.6 92 90 D PASS 1412 Tract 17/Lot 37 1249.0 15.7 108.2 93 90 D PASS 1413 Tract 17/Lot 41 1250.0 16.3 105.7 91 90 D PASS " 1414 Tract 17/Lot 24 1250.0 16.0 106.4 91 90 D PASS " 1415 Tract 17/Lot 22 1251.0 16.2 106.7 92 90 D PASS 1416 Tract 17/Lot 32 1251.0 15.5 105.4 90 90 D PASS 1417 Tract 17/Lot 48 1248.0 15.5 103.5 89 90 D FAIL 1418 Tract 17/Lot 38 1249.0 15.9 106.7 92 90 D PASS " 1419 Tract 17/Lot 21 1248.0 16.4 108.1 93 90 D PASS 1420 Tract 17/Lot 18 1249.0 15.7 106.3 91 90 D PASS " 1421 Tract 17/Lot 15 1249.0 15.6 106.2 91 90 D PASS 1422 Tract 17/Lot 35 1250.0 15.7 106.6 92 90 D PASS 1423 Tract 17/Lot 31 1251.0 15.5 107.1 92 90 D PASS 02/20/06 1456 Tract 17/Lot 33 1253.0 12.3 121.4 93 90 H PASS " 1457 Tract 17/Lot 23 1250.0 11.8 122.7 94 90 H PASS 1458 Tract 17/Lot 16 1249.0 11.6 120.2 92 90 H PASS 1459 Tract 17/Lot 13 1250.0 10.7 121.5 93 90 H PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 9 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 02/20/06 1460 Tract 17/Lot 11 1251.0 11.4 122.8 94 90 H PASS 1461 Tract 17/Lot 25 1252.0 12.5 113.3 91 90 E PASS 1462 Tract 17/Street 1253.0 13.3 114.7 93 90 E PASS " 1463 Tract 17/Lot 43 1251.0 13.6 114.8 93 90 E PASS 1464 Tract 17/Lot 39 1251.0 11.2 121.3 93 90 H PASS " 1465 Tract 17/Lot 47 1252.0 11.5 120.7 92 90 H PASS " 1466 Tract 17/Lot 19 1250.0 12.3 122.5 94 90 H PASS " 1467 Tract 17/Lot 26 1253.0 10.8 121.6 93 90 H PASS 1468 Tract 17/Lot 14 1253.0 11.4 119.8 91 90 H PASS 1469 Tract 17/Lot 17 1251.0 11.6 121.2 93 90 H PASS 1470 Tract 17/Lot 20 1252.0 10.7 120.4 92 90 H PASS 1471 F Tract 17/Lot 42 1252.0 8.4 116.2 89 90 H FAIL 1471 R Tract 17/Lot 42 1252.0 10.7 121.5 93 90 H PASS 02/21/06 1472 Tract 17/Lot 45 1254.0 16.7 107.0 92 90 D PASS 1473 Tract 17/Street 1249.0 16.0 107.6 92 90 D PASS " 1474 Tract 17/Lot 5 1250.0 16.3 106.7 92 90 D PASS 1475 Tract 17/EB Street 1251.0 16.5 106.0 91 90 D PASS " 1476 Tract 17/EC Street 1252.0 16.2 107.1 92 90 D PASS " 1477 Tract 17/Street 1253.0 15.8 106.8 92 90 D PASS " 1478 Tract 17/Lot 4 1254.0 15.5 105.2 90 90 D PASS " 1479 Tract 17/EB Street 1253.0 15.9 106.1 91 90 D PASS 1480 Tract 17/Lot 3 1255.0 15.5 107.3 92 90 D PASS 1481 Tract 17/Lot 27 1253.0 15.6 107.0 92 90 D PASS " 1482 Tract 17/Lot 7 1251.0 15.5 107.8 93 90 D PASS 1483 Tract 17/Lot 10 1252.0 15.9 106.2 91 90 D PASS 1484 Tract 17/Lot 9 1253.0 14.3 112.7 91 90 E PASS " 1485 Tract 17/Lot 6 1253.0 13.9 115.1 93 90 E PASS 1486 Tract 17/Lot 8 1255.0 13.9 113.7 92 90 E PASS " 1487 Tract 17/Lot 5 1255.0 14.1 114.5 92 90 E PASS 02/22/06 1504 F Tract 13/Lot 46 1271.0 13.9 107.7 87 90 E FAIL 1504 R Tract 13/Lot 46 1271.0 13.5 113.5 92 90 E PASS " 1505 Tract 13/Lot 23 1265.0 13.9 112.7 91 90 E PASS " 1506 Tract 13/Lot 15 1268.0 13.5 113.7 92 90 E PASS 1507 Tract 13/Lot 66 1266.0 16.1 106.9 92 90 D PASS 1508 Tract 13/Lot 16 1267.0 16.3 106.4 91 90 D PASS " 1509 Tract 13/Lot 65 1268.0 16.1 107.2 92 90 D PASS 1510 Tract 13/Lot 1 1267.0 15.8 109.0 94 90 D PASS 1511 Tract 13/Lot 4 1268.0 15.6 107.7 92 90 D PASS 1512 Tract 13/Lot 24 1268.0 16.6 108.2 93 90 D PASS " 1513 Tract 13/Lot 52 1271.0 16.1 107.7 92 90 D PASS 1514 Tract 13/Lot 5 1267.0 16.8 107.3 92 90 D PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 10 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 02/22/06 1515 Tract 13/Lot 43 1271.0 15.8 106.4 91 90 D PASS 1516 Tract 13/Lot 39 1273.0 15.5 108.9 93 90 D PASS 1517 F* Tract 13/Lot 54 1269.0 10.4 107.0 92 90 D FAIL 1517 R Tract 13/Lot 54 1269.0 15.6 107.2 92 90 D PASS 1518 F* Tract 13/Lot 50 1272.0 7.8 111.5 96 90 D PASS 1518 R Tract 13/Lot 50 1272.0 15.9 106.9 92 90 D PASS 1519 Tract 13/Lot 23 1265.0 15.5 107.7 92 90 D PASS 02/23/06 1536 Tract 14/Lot 26 1254.0 14.1 115.3 93 90 E PASS 1537 Tract 14/Lot 27 1256.0 16.0 108.0 93 90 D PASS " 1538 Tract 14/Lot 24 1260.0 15.8 107.9 93 90 D PASS " 1539 Tract 14/Lot 23 1263.0 13.9 114.5 92 90 E PASS " 1540 Tract 14/Lot 25 1261.0 16.2 107.0 92 90 D PASS 1541 Tract 14/Lot 29 1264.0 15.9 107.5 92 90 D PASS 1542 Tract 14/Lot 32 1259.0 16.0 108.5 93 90 D PASS 1543 Tract 14/Lot 34 1260.0 15.7 106.5 91 90 D PASS 1544 Tract 14/Lot 22 1262.0 15.5 107.0 92 90 D PASS " 1545 Tract 14/Lot 25 1261.0 15.5 106.9 92 90 D PASS 1546 Tract 14/Lot 26 1263.0 15.7 106.0 91 90 D PASS " 1547 Tract 14/Lot 33 1264.0 15.5 107.6 92 90 D PASS 1548 F Tract 14/Lot 39 1262.0 9.2 104.5 89 90 D FAIL 1548 R Tract 14/Lot 39 1262.0 16.2 107.1 92 90 D PASS " 1549 Tract 14/Lot 36 1263.0 15.7 107.4 92 90 D PASS 1550 Tract 14/Lot 35 1263.0 13.9 112.6 91 90 E PASS 1551 Tract 14/Lot 51 1261.0 13.5 115.9 93 90 E PASS 02/24/06 1568 Tract 14/Lot 8 1249.0 13.7 115.6 93 90 E PASS 1569 Tract 14/Lot 9 1250.0 14.1 114.1 92 90 E PASS 1570 Tract WEE Street 1250.0 13.9 114.6 92 90 E PASS " 1571 Tract 14/Lot 7 1251.0 16.0 107.8 93 90 D PASS 1572 Tract 14/Lot 10 1251.0 15.5 107.2 92 90 D PASS " 1573 Tract 14/Lot 5 1252.0 15.6 105.1 90 90 D PASS 1574 Tract 14/Lot 3 1251.0 16.1 107.4 92 90 D PASS 1575 Tract 14/Lot 1 1252.0 15.9 107.4 92 90 D PASS " 1576 Tract 14/Lot 11 1248.0 15.5 106.4 91 90 D PASS 1577 Tract 14/Lot 12 1249.0 13.6 114.1 92 90 E PASS " 1578 Tract 14/Lot 11 1250.0 13.5 112.4 91 90 E PASS 1579 Tract 14/Lot 12 1251.0 13.5 112.4 91 90 E PASS 1580 Tract 14/Lot 7 1253.0 14.0 112.1 90 90 E PASS " 1581 F Tract 14/Lot 9 1254.0 14.1 102.8 88 90 D FAIL 1581 R Tract 14/Lot 9 1254.0 15.5 105.5 91 90 D PASS " 1582 Tract 14/Lot 63 1252.0 13.7 115.5 93 90 E PASS 1583 Tract 14/Lot 62 1253.0 13.7 115.3 93 90 E PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 11 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 02/24/06 1600 F Tract 13/Lot 61 1267.0 9.3 102.7 88 90 D FAIL " 1600 R Tract 13/Lot 61 1267.0 15.7 105.7 91 90 D PASS 1601 F Tract 13/Lot 60 1268.0 10.4 101.0 87 90 D FAIL 1601 R Tract 13/Lot 60 1268.0 15.5 105.7 91 90 D PASS " 1602 Tract INEN Street 1261.0 14.7 107.1 92 90 D PASS 1603 Tract 13/Lot 57 1267.0 15.6 106.9 92 90 D PASS 1604 Tract 13/Lot 53 1269.0 15.5 107.6 92 90 D PASS 1605 Tract 13/Lot 50 1273.0 15.5 108.5 93 90 D PASS 1606 Tract 13/Lot 48 1272.0 13.9 114.2 92 90 E PASS 1607 Tract 13/Lot 45 1269.0 14.1 113.0 91 90 E PASS 1608 Tract 13/Lot 67 1266.0 11.2 124.3 93 90 G PASS " 1609 Tract 13/Lot 64 1264.0 11.7 123.6 93 90 G PASS " 1610 Tract 13/Lot 30 1266.0 12.3 121.7 92 90 G PASS " 1611 Tract 13/Lot 69 1267.0 10.8 122.2 92 90 G PASS " 1612 Tract 13/Lot 60 1268.0 11.4 121.4 91 90 G PASS 1613 Tract 13/Lot 62 1268.0 11.6 123.8 93 90 G PASS 1614 Tract 13/Lot 60 1269.0 12.2 124.3 93 90 G PASS 1615 Tract 13/Street 1258.0 11.4 121.8 92 90 G PASS 03/08/06 1624 Tract 14/Lot 24 1260.0 11.7 119.4 93 90 L PASS 1625 Tract 14/Lot 25 1261.0 12.4 120.2 93 90 L PASS 1626 Tract 14/Lot 28 1259.0 12.2 118.6 92 90 L PASS 1627 Tract 14/Lot 23 1261.0 11.8 119.5 93 90 L PASS " 1628 Tract 14/Lot 49 1261.0 11.6 121.2 94 90 L PASS " 1629 Tract 14/Lot 40 1262.0 12.6 117.7 93 90 I PASS " 1630 Tract 14/Lot 42 1264.0 13.4 116.3 92 90 I PASS 1631 Tract 14/Lot 58 1260.0 12.5 118.7 94 90 I PASS 03/09/06 1632 Tract 14/Lot 59 1257.0 12.5 117.3 93 90 I PASS if 1633 Tract 14/Lot 61 1259.0 11.7 116.5 92 90 I PASS " 1634 Tract 14/Lot 57 1261.0 13.2 118.3 94 90 I PASS " 1635 F Tract 14/13 Street 1264.0 9.7 112.5 89 90 I FAIL 1635 R Tract 14/13 Street 1264.0 12.4 116.3 92 90 I PASS " 1636 Tract 14/Lot 43 1263.0 12.8 117.5 93 90 I PASS " 1637 Tract 14/Lot 48 1261.0 13.6 116.8 92 90 I PASS 1638 Tract 14/Lot 26 1265.0 11.7 227.4 180 90 I PASS 03/14/06 1671 Tract 14/Lot 38 1259.0 13.2 115.4 93 90 E PASS 1672 Tract 14/Lot 36 1265.0 12.8 116.5 94 90 E PASS " 1673 Tract 14/Lot 60 1262.0 13.5 114.7 93 90 E PASS 1674 Tract 14/Lot 52 1264.0 12.7 118.6 94 90 I PASS " 1675 Tract 14/Lot 55 1263.0 13.4 117.3 93 90 I PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 12 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 03/14/06 1676 Tract 14/Lot 50 1265.0 11.8 119.2 94 90 I PASS " 1677 Tract 14/Lot 61 1264.0 12.3 118.7 94 90 I PASS 1678 Tract 14/Lot 33 1266.0 12.5 117.4 93 90 I PASS 03/16/06 1703 Tract 17/Lot 10 1256.0 15.5 106.4 91 90 D PASS " 1704 Tract 17/Lot 9 1258.0 15.9 107.1 92 90 D PASS " 1705 Tract 17/Lot 7 1257.0 12.9 117.3 91 90 J PASS " 1706 Tract 17/Lot 6 1259.0 13.1 119.0 92 90 J PASS 1707 Tract 17/Lot 5 1260.0 13.5 117.9 91 90 J PASS 1708 Tract 17/Lot 4 1258.0 12.5 120.9 93 90 J PASS 1709 Tract 17/Lot 2 1260.0 12.1 121.3 94 90 J PASS " 1710 Tract 17/Lot 28 1258.0 15.7 107.0 92 90 D PASS 1711 Tract 17/Lot 27 1257.0 15.5 109.8 94 90 D PASS 1712 F Tract 17/Lot 8 1261.0 11.2 102.7 88 90 D FAIL 1712 R Tract 17/Lot 8 1261.0 15.6 107.0 92 90 D PASS 1713 Tract 17/Lot 3 1261.0 15.9 107.5 92 90 D PASS 1714 Tract ITEC Street 1256.0 16.3 107.3 92 90 D PASS 1715 Tract 17/Lot 12 1253.0 15.7 108.7 93 90 D PASS 1716 Tract 17/Street 1255.0 15.5 109.3 94 90 D PASS 1717 Tract 17/Lot 20 1254.0 15.5 109.1 94 90 D PASS 1718 Tract 17/Lot 35 1255.0 16.0 106.9 92 90 D PASS 03/17/06 1727 Tract 17/Lot 34 1256.0 15.5 118.8 102 90 D PASS 1728 Tract 17/Lot 31 1254.0 14.9 108.4 93 90 D PASS 1729 Tract 17/Lot 30 1257.0 15.8 106.3 91 90 D PASS 1730 Tract 17/Lot 24 1254.0 16.1 107.4 92 90 D PASS 1731 Tract 17/Lot 22 1253.0 15.6 107.0 92 90 D PASS 1732 Tract 17/Street 1258.0 15.5 106.9 92 90 D PASS " 1733 Tract 17/Lot 18 1255.0 15.5 107.5 92 90 D PASS 1734 Tract 17/Lot 15 1258.0 15.6 107.6 92 90 D PASS 1735 Tract 17/Lot 19 1256.0 15.7 108.0 93 90 D PASS 1736 Tract 17/Lot 12 1257.0 15.5 107.9 93 90 D PASS 1737 Tract 17/Lot 33 1259.0 15.5 108.0 93 90 D PASS 1738 Tract 17/Lot 25 1260.0 15.9 108.1 93 90 D PASS " 1739 Tract 17/Lot 23 1261.0 15.7 107.0 92 90 D PASS 1740 Tract 17/Lot 32 1262.0 15.6 106.8 92 90 D PASS 1741 Tract 17/Lot 47 1258.0 15.5 107.6 92 90 D PASS 1742 Tract 17/Lot 48 1259.0 15.8 106.7 92 90 D PASS 1747 Tract 13/Lot 10 1264.0 12.6 117.5 93 90 I PASS 1748 Tract 13/Lot 8 1262.0 12.5 118.3 94 90 I PASS 1749 Tract 13/Lot 13 1263.0 13.3 116.8 92 90 I PASS " 1750 Tract 13/Lot 14 1264.0 12.4 117.7 93 90 I PASS F-Failed Fill Test F* -Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 13 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 03/20/06 1751 Tract 13/Lot 67 1268.0 15.9 107.6 92 90 D PASS " 1752 Tract 13/Lot 62 1269.0 15.7 106.9 92 90 D PASS 1753 Tract 13/Lot 56 1269.0 13.6 114.5 92 90 E PASS 1754 Tract 13/Lot 20 1267.0 14.1 114.3 92 90 E PASS 1755 Tract 13/Lot 17 1264.0 15.5 107.3 92 90 D PASS 1756 Tract 13/Lot 21 1261.0 15.5 107.1 92 90 D PASS 1757 Tract 13/Lot 24 1265.0 15.8 107.3 92 90 D PASS 1758 Tract 13/Lot 46 1272.0 15.5 107.0 92 90 D PASS 03/23/06 1783 Tract 14/Lot 31 1262.0 15.9 108.6 93 90 D PASS " 1784 Tract 14/Lot 32 1261.0 16.1 106.9 92 90 D PASS 1785 Tract 14/Lot 44 1264.0 16.0 107.4 92 90 D PASS 1786 Tract 14/Lot 47 1265.0 15.7 107.0 92 90 D PASS 1787 Tract 14/Lot 40 1266.0 13.8 114.4 92 90 E PASS 1788 Tract 14/Lot 37 1265.0 13.6 115.3 93 90 E PASS 1789 Tract 14/Lot 38 1264.0 15.5 107.4 92 90 D PASS 1790 Tract 14/Lot 54 1263.0 15.5 107.0 92 90 D PASS 1791 Tract 14/EF Street 1257.0 12.2 118.9 92 90 J PASS 1792 Tract 14/Lot 58 1264.0 12.0 118.5 92 90 J PASS 1793 Tract 14/Lot 56 1265.0 11.3 118.9 92 90 L PASS " 1794 Tract 14/Lot 22 1264.0 11.6 119.0 92 90 L PASS 1795 Tract 14/Lot 48 1265.0 12.4 118.9 92 90 J PASS 1796 Tract 14/Lot 45 1266.0 12.0 119.9 93 90 J PASS " 1797 Tract 14/Lot 30 1268.0 11.9 118.4 92 90 L PASS 1798 Tract 14/Lot 27 1267.0 11.5 118.4 92 90 L PASS 1799 Tract 17/Lot 29 1255.0 11.8 116.6 92 90 I PASS " 1800 Tract 17/Lot 52 1257.0 11.5 117.2 93 90 1 PASS 1801 Tract 17/Lot 27 1261.0 12.4 117.6 93 90 I PASS 1802 Tract 17/Lot 53 1262.0 12.3 118.3 94 90 I PASS " 1803 Tract 17/Lot 3 1264.0 10.7 121.4 94 90 L PASS 1804 Tract 17/Lot 6 1264.0 11.2 119.7 93 90 L PASS 1805 Tract 17/Lot 8 1263.0 11.6 120.3 93 90 L PASS " 1806 Tract 17/Lot 4 1265.0 10.8 121.5 94 90 L PASS 03/24/06 1807 Tract 14/Lot 13 1248.0 15.8 108.4 93 90 D PASS 1808 Tract 14/Lot 13 1250.0 15.5 108.1 93 90 D PASS 1809 Tract 14/Lot 12 1252.0 15.8 106.3 91 90 D PASS " 1810 Tract 14/Lot 2 1255.0 15.6 107.0 92 90 D PASS 1811 Tract 14/Lot 4 1253.0 16.0 108.1 93 90 D PASS 1812 Tract 14/Lot 6 1254.0 15.5 107.9 93 90 D PASS " 1813 Tract 14/Lot 8 1255.0 13.6 114.8 93 90 E PASS 1814 Tract 14/Lot 3 1256.0 13.5 114.8 93 90 E PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 14 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 03/27/06 1831 Tract 14/Lot 7 1254.0 15.9 107.8 93 90 D PASS 1832 Tract 14/Lot 10 1254.0 16.1 108.0 93 90 D PASS 1833 Tract 14/Lot 10 1256.0 16.4 107.4 92 90 D PASS 1834 Tract 14/Lot 11 1255.0 15.8 106.9 92 90 D PASS 1835 Tract 14/Lot 13 1257.0 16.0 107.3 92 90 D PASS " 1836 Tract 14/Lot 64 1258.0 15.7 106.8 92 90 D PASS " 1837 Tract 14/EE Street 1261.0 15.7 107.0 92 90 D PASS 1838 Tract 14/EE Street 1263.0 15.5 106.7 92 90 D PASS 04/11/06 1903 Tract 16/Lot 26 1248.0 11.3 122.8 95 90 L PASS " 1904 Tract 16/Lot 24 1249.0 11.6 122.1 95 90 L PASS 1905 Tract 16/Lot 56 1249.0 11.0 123.4 96 90 L PASS 1906 Tract 16/Lot 58 1248.0 11.3 120.6 93 90 L PASS 1907 Tract 16/Lot 49 1248.0 9.6 117.9 91 90 L PASS 1908 Tract 16/Lot 28 1251.0 10.2 119.3 92 90 L PASS 1909 Tract 16/Lot 27 1251.0 10.8 118.7 92 90 L PASS " 1910 Tract 16/Lot 30 1247.0 10.9 118.0 91 90 L PASS 04/12/06 1943 Tract 16/Lot 63 1247.0 11.3 117.4 93 90 I PASS " 1944 Tract 16/Lot 23 1250.0 11.5 116.6 92 90 I PASS 1945 F Tract 16/Lot 57 1251.0 10.2 113.7 89 90 1 FAIL " 1945 R Tract 16/Lot 57 1251.0 12.5 117.6 93 90 I PASS 1946 Tract 16/Lot 54 1252.0 10.8 116.3 92 90 I PASS 1947 Tract 16/Lot 61 1247.0 11.7 118.2 93 90 1 PASS 1948 Tract 16/Lot 59 1250.0 12.3 117.6 93 90 I PASS " 1949 Tract 16/Street 1256.0 11.7 120.2 93 90 L PASS 1950 Tract 16/Lot 52 1252.0 10.8 118.4 92 90 L PASS 1951 Tract 15/Lot 4 1249.0 11.4 119.8 93 90 L PASS " 1952 Tract 15/Lot 6 1250.0 11.2 118.5 92 90 L PASS " 1953 Tract 15/Lot 5 1251.0 10.7 120.3 93 90 L PASS " 1954 Tract 15/Lot 3 1252.0 10.8 121.4 94 90 L PASS 1955 Tract 15/DP Street 1253.0 11.5 120.7 94 90 L PASS 1956 Tract 15/Lot 2 1251.0 12.3 117.6 93 90 I PASS 1957 Tract 15/Lot 48 1249.0 12.6 115.5 91 90 I PASS 1958 Tract 15/Lot 45 1247.0 11.7 116.8 92 90 I PASS 04/13/06 1975 Tract 17/Lot 16 1259.0 10.6 124.2 92 90 M PASS of 1976 Tract 17/Lot 14 1260.0 11.3 122.7 91 90 M PASS of 1977 Tract 17/Lot 42 1254.0 11.0 122.1 90 90 M PASS " 1978 Tract 17/Lot 44 1257.0 11.8 123.3 91 90 M PASS " 1979 Tract 17/Lot 46 1259.0 11.9 123.9 92 90 M PASS 1980 Tract 17/Lot 38 1253.0 10.1 122.8 91 90 M PASS " 1981 Tract 17/Lot 40 1255.0 11.4 124.9 93 90 M PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 15 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 04/13/06 1982 Tract 17/Lot 41 1256.0 11.6 124.1 92 90 M PASS " 1983 Tract 17/Lot 17 1258.0 10.8 125.6 93 90 M PASS 1984 Tract 17/Lot 51 1253.0 11.3 122.5 91 90 M PASS " 1985 Tract 17/Lot 49 1261.0 11.0 124.4 92 90 M PASS 1986 Tract 17/Lot 50 1263.0 10.5 116.9 91 90 L PASS 1987 Tract 17/Lot 39 1261.0 11.7 120.8 94 90 L PASS " 1988 Tract 17/Lot 43 1261.0 11.6 120.2 93 90 L PASS 1989 Tract 17/Lot 44 1264.0 10.9 117.8 91 90 L PASS " 1990 Tract 17/Lot 40 1263.0 11.2 119.4 93 90 L PASS 04/14/06 2000 Tract 17/Lot 28 1263.0 11.5 116.8 92 90 I PASS " 2001 Tract 17/Lot 27 1261.0 10.8 114.7 91 90 I PASS 2002 Tract 17/Lot 9 1266.0 12.2 117.2 93 90 I PASS " 2003 Tract 17/Lot 10 1265.0 12.6 116.6 92 90 1 PASS 2004 Tract 17/Lot 29 1263.0 11.8 115.7 91 90 I PASS 2005 Tract 17/Lot 27 1266.0 12.1 116.4 92 90 I PASS " 2006 Tract 17/Lot 52 1265.0 11.9 115.2 91 90 1 PASS 2007 Tract 17/Lot 1 1264.0 12.6 121.2 94 90 J PASS 2008 Tract 17/Lot 2 1265.0 12.3 119.5 92 90 J PASS 2009 Tract 17/Lot 28 1266.0 11.7 120.6 93 90 J PASS 2010 Tract 17/Lot 7 1267.0 11.8 121.4 94 90 J PASS 2011 Tract 17/Lot 9 1269.0 12.5 119.7 92 90 J PASS 2012 Tract 17/Lot 5 1264.0 13.3 116.5 92 90 1 PASS 2013 Tract 17/Lot 3 1266.0 12.4 117.8 93 90 I PASS 2014 Tract 17/Lot 5 1268.0 11.8 118.3 94 90 I PASS 04/18/06 2015 Tract 15/Lot 5 1253.0 12.7 119.3 92 90 J PASS " 2016 Tract 15/Lot 6 1254.0 12.3 121.2 94 90 J PASS 2017 Tract 15/Lot 5 1255.0 11.8 120.4 93 90 J PASS 2018 Tract 15/Lot 1 1253.0 11.6 118.8 92 90 J PASS 2019 Tract 15/Lot 49 1249.0 12.4 119.5 92 90 J PASS 2020 Tract 15/Lot 50 1250.0 13.2 117.6 91 90 J PASS " 2021 Tract 15/DS Street 1251.0 12.5 119.4 92 90 J PASS 2022 Tract 15/13 Street 1253.0 13.4 118.7 92 90 J PASS " 2023 Tract 15/Lot 47 1248.0 12.4 119.6 95 90 1 PASS 2024 Tract 15/Lot 46 1250.0 12.2 118.4 94 90 1 PASS 2025 Tract 15/Lot 9 1248.0 13.5 116.5 92 90 I PASS 2026 Tract 15/Lot 7 1250.0 11.8 117.7 93 90 I PASS " 2027 Tract 15/Lot 7 1253.0 11.7 119.3 94 90 1 PASS " 2028 Tract 15/Lot 6 1255.0 12.6 114.8 91 90 I PASS 2029 Tract 15/Lot 8 1251.0 12.3 116.5 92 90 I PASS 2030 Tract 15/Lot 7 1253.0 13.7 115.6 91 90 I PASS 2031 Tract 15/Lot 8 1251.0 12.7 116.6 92 90 1 PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 16 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pCf) (%) (%) TYPE FAIL 04/18/06 2032 Tract 15/Lot 45 1252.0 12.5 118.2 93 90 I PASS " 2033 Tract 15/Lot 2 1254.0 11.8 117.3 93 90 I PASS 2034 Tract 15/Lot 3 1255.0 12.3 118.5 94 90 1 PASS " 2035 Tract 15/Lot 1 1256.0 11.4 115.4 91 90 I PASS 2036 Tract 15/Lot 49 1253.0 10.8 118.7 92 90 L PASS 2037 Tract 15/Lot 6 1254.0 11.2 119.3 92 90 L PASS 2038 Tract 15/Lot 9 1253.0 11.5 117.7 91 90 L PASS 04/19/06 2095 Tract 14/Lot 4 1256.0 13.4 118.4 94 90 I PASS " 2096 Tract 14/Lot 5 1257.0 12.6 116.8 92 90 I PASS " 2097 Tract 14/Lot 6 1260.0 12.8 115.3 91 90 1 PASS 2098 Tract 14/Lot 1 1259.0 12.3 118.0 93 90 I PASS " 2099 Tract 14/Lot 63 1255.0 11.8 117.3 93 90 I PASS 2100 Tract 14/Lot 8 1258.0 12.8 112.8 91 90 E PASS " 2101 Tract 14/Lot 10 1256.0 13.4 114.7 93 90 E PASS 2102 Tract 14/Lot 3 1259.0 13.0 114.1 92 90 E PASS 2103 Tract 14/Lot 62 1255.0 12.3 114.3 92 90 E PASS 2104 Tract 14/Lot 10 1259.0 12.8 115.2 93 90 E PASS " 2105 Tract 14/Lot 9 1255.0 11.9 119.5 92 90 J PASS 2106 Tract 14/Lot 9 1258.0 11.6 117.4 91 90 J PASS 2107 F Tract WEE Street 1255.0 11.9 115.8 89 90 J FAIL " 2107 R Tract WEE Street 1255.0 12.4 120.8 93 90 J PASS 2108 Tract 14/Lot 64 1261.0 11.7 120.1 93 90 J PASS 2109 Tract 14/Lot 2 1258.0 12.2 117.9 91 90 J PASS 2110 Tract 14/Lot 12 1255.0 12.1 121.3 94 90 J PASS 04/20/06 2111 Tract 15/Lot 42 1247.0 12.6 121.1 92 90 H PASS " 2112 Tract 15/Lot 10 1248.0 13.1 123.3 94 90 H PASS of 2113 Tract 15/Lot 44 1248.0 12.2 119.6 91 90 H PASS 2114 Tract 15/Lot 41 1246.0 12.8 120.5 92 90 H PASS 2115 Tract 15/Lot 39 1245.0 12.5 119.1 91 90 H PASS 2116 Tract 15/Lot 12 1247.0 12.9 122.5 94 90 H PASS 2117 Tract 15/Lot 11 1249.0 11.7 122.0 93 90 H PASS " 2118 Tract 15/Lot 14 1246.0 12.0 119.1 91 90 H PASS 2119 Tract 15/Lot 13 1247.0 12.6 121.4 93 90 H PASS 2120 Tract 15/Lot 10 1250.0 13.1 121.1 92 90 H PASS " 2121 Tract 15/Lot 43 1249.0 13.4 120.4 92 90 H PASS " 2122 Tract 15/Lot 40 1248.0 12.8 122.8 94 90 H PASS 2123 Tract 15/Street 1247.0 12.5 122.4 93 90 H PASS 2124 Tract 15/Street 1250.0 12.0 117.4 91 90 L PASS " 2125 Tract 15/Street 1252.0 12.3 119.9 93 90 L PASS 2126 Tract 15/Lot 36 1236.0 11.4 118.3 92 90 L PASS " 2127 Tract 16/Lot 64 1246.0 11.8 118.7 92 90 L PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 17 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pet) (%) (%) TYPE FAIL 04/20/06 2128 Tract 16/Lot 47 1247.0 12.2 120.6 93 90 L PASS " 2129 Tract 16/Lot 43 1246.0 12.0 120.1 93 90 L PASS 2130 Tract 16/Lot 1 1247.0 12.6 119.5 93 90 L PASS 2131 Tract 16/Lot 65 1248.0 12.1 117.7 91 90 L PASS 2132 Tract 16/Lot 48 1249.0 12.2 117.9 91 90 L PASS " 2133 Tract 16/Lot 42 1248.0 12.5 116.8 91 90 L PASS 2134 Tract 16/Lot 32 1248.0 11.8 119.3 92 90 L PASS " 2159 Tract 9/Lot 51 1249.0 9.5 126.3 92 90 K PASS 2160 Tract 9/Lot 23 1250.0 10.2 125.5 92 90 K PASS 2160 Tract 9/Lot 23 1250.0 10.2 125.5 92 90 K PASS 2161 Tract 9/Lot 19 1251.0 10.5 124.7 91 90 K PASS " 2161 Tract 9/Lot 19 1251.0 10.5 124.7 91 90 K PASS " 2162 Tract 9/Lot 25 1251.0 9.8 128.3 94 90 K PASS " 2162 Tract 9/Lot 25 1251.0 9.8 128.3 94 90 K PASS " 2163 Tract 9/Lot 48 1251.0 10.3 127.6 93 90 K PASS " 2163 Tract 9/Lot 48 1251.0 10.3 127.6 93 90 K PASS " 2164 Tract 9/Lot 54 1250.0 11.4 127.4 93 90 K PASS 2164 Tract 9/Lot 54 1250.0 11.4 127.4 93 90 K PASS 2165 Tract 9/Lot 53 1249.0 10.7 125.2 91 90 K PASS 2165 Tract 9/Lot 53 1249.0 10.7 125.2 91 90 K PASS 2166 Tract 9/Street 1252.0 10.6 126.6 92 90 K PASS " 2166 Tract 9/Street 1252.0 10.6 126.6 92 90 K PASS 04/21/06 2191 Tract 17/Lot 37 1262.0 12.1 117.8 91 90 J PASS " 2192 Tract 17/Lot 21 1261.0 12.8 121.4 94 90 J PASS It 2193 Tract 17/Lot 11 1262.0 11.8 121.0 93 90 J PASS to 2194 Tract 17/Lot 30 1262.0 12.5 118.4 91 90 J PASS it 2195 Tract 17/Lot 43 1262.0 12.7 119.6 92 90 J PASS 2196 Tract 14/Lot 9 1258.0 12.3 119.1 92 90 J PASS " 2197 Tract 14/Lot 1 1260.0 11.8 122.6 95 90 J PASS 2198 Westerly Pocket Park 1258.0 12.4 120.9 93 90 J PASS 2199 Tract 17/Lot 19 1260.0 13.1 114.3 92 90 E PASS " 2200 Tract 15/Lot 46 1254.0 12.8 113.7 92 90 E PASS " 2201 Tract 15/Lot 6 1258.0 13.6 115.6 93 90 E PASS 2202 Tract 16/Lot 51 1252.0 13.3 115.0 93 90 E PASS " 2203 Westerly Pocket Park 1256.0 13.5 117.3 95 90 E PASS " 2204 Tract 16/DW Street 1253.0 13.0 116.1 94 90 E PASS 2205 Tract 15/Lot 1 1259.0 13.8 113.9 92 90 E PASS 2206 Tract 15/Lot 8 1259.0 12.8 114.6 92 90 E PASS " 2207 Tract 16/DX Street 1254.0 12.8 114.9 93 90 E PASS " 2208 Tract 15/Lot 7 1259.0 12.6 113.2 91 90 E PASS 2209 Tract 16/Lot 22 1255.0 12.6 112.8 91 90 E PASS 2210 Tract 16/Lot 24 1255.0 12.1 114.0 92 90 E PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 18 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 04/21/06 2211 Tract 16/Lot 27 1255.0 12.8 112.1 90 90 E PASS 2212 F Tract 15/Lot 46 1256.0 13.4 110.6 89 90 E FAIL 2212 R Tract 15/Lot 46 1256.0 13.1 113.6 92 90 E PASS " 2213 Tract 15/Lot 4 1260.0 13.2 112.9 91 90 E PASS " 2214 Tract 16/Lot 52 1254.0 13.0 115.4 93 90 E PASS " 2216 Tract 9/Lot 10 1250.0 10.3 128.5 94 90 K PASS " 2217 Tract 9/Lot 14 1249.0 10.7 126.4 92 90 K PASS 2218 Tract 9/Lot 20 1252.0 11.2 125.8 92 90 K PASS 04/24/06 2223 Tract 17/Lot 13 1262.0 11.8 122.0 90 90 M PASS It 2224 Tract 17/Lot 36 1262.0 11.1 125.5 93 90 M PASS it 2225 Tract 17/Lot 40 1262.0 11.7 123.4 91 90 M PASS " 2226 Tract 14/Lot 13 1262.0 12.3 125.8 93 90 M PASS 2227 Tract 14/Lot 1 1263.0 11.9 124.2 92 90 M PASS " 2228 Tract 14/Lot 7 1264.0 11.9 123.7 92 90 M PASS " 2229 Tract 17/Lot 15 1264.0 12.3 127.4 94 90 M PASS 2230 Tract 17/Lot 20 1263.0 11.6 124.4 92 90 M PASS 2231 Tract 14/Lot 7 1264.0 11.5 123.7 92 90 M PASS 2232 Tract 14/Lot 11 1265.0 12.2 125.8 93 90 M PASS 2233 Tract 15/Lot 6 1260.0 11.8 124.5 92 90 M PASS 2234 Tract 15/Lot 48 1261.0 12.0 124.0 92 90 M PASS " 2235 F Tract 15/Lot 8 1261.0 13.3 120.6 89 90 M FAIL 2235 R Tract 15/Lot 8 1261.0 11.7 123.7 92 90 M PASS 2236 Tract 16/Lot 61 1259.0 11.3 120.3 90 90 G PASS 2237 Tract 16/Lot 25 1260.0 11.8 122.6 92 90 G PASS " 2238 Tract 17/Lot 40 1262.0 11.5 122.1 92 90 G PASS " 2239 Tract 17/Lot 18 1264.0 11.1 120.8 91 90 G PASS " 2240 Tract 16/Lot 62 1255.0 12.2 124.9 94 90 G PASS 2241 Tract 16/Lot 50 1256.0 12.1 124.5 94 90 G PASS 2242 Tract 16/Lot 26 1257.0 11.5 123.3 93 90 G PASS " 2243 Tract 16/Lot 54 1256.0 11.8 125.6 94 90 G PASS " 2244 Tract 16/Lot 59 1255.0 12.0 125.0 94 90 G PASS " 2245 Tract 16/Lot 48 1255.0 11.9 125.9 95 90 G PASS 2246 Tract 16/DW Street 1256.0 12.4 122.6 92 90 G PASS 04/25/06 2303 Tract 17/Lot 13 1264.0 11.9 118.4 91 90 J PASS 2304 Tract 17/Lot 25 1264.0 12.3 120.3 93 90 J PASS 2305 Tract 17/Lot 35 1263.0 12.0 120.0 93 90 J PASS " 2306 Tract 17/Lot 45 1264.0 12.0 122.1 94 90 J PASS " 2307 Tract 14/Lot 63 1264.0 11.7 119.3 92 90 J PASS 2308 Tract 14/Lot 12 1265.0 12.6 120.9 93 90 J PASS " 2309 Tract 14/Lot 4 1264.0 12.9 120.5 93 90 J PASS " 2310 Tract 14/Lot 9 1264.0 13.3 118.3 91 90 J PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 19 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 04/25/06 2311 Tract 15/Lot 5 1262.0 11.8 119.3 92 90 J PASS " 2312 Tract 15/Lot 2 1262.0 12.3 120.6 93 90 J PASS it 2313 Tract 15/Lot 8 1262.0 12.3 120.4 93 90 J PASS It 2314 Tract 15/Lot 47 1262.0 12.8 117.5 91 90 J PASS 2315 Tract 16/Lot 53 1256.0 12.5 122.3 94 90 J PASS 2316 Tract 16/Lot 56 1257.0 11.6 118.8 92 90 J PASS 2317 Tract 16/Lot 28 1258.0 13.2 121.9 94 90 J PASS " 2318 Tract 16/Lot 25 1261.0 13.5 120.7 93 90 J PASS 2319 Tract 17/Lot 30 1265.0 12.4 119.9 92 90 H PASS 2320 Tract 17/Lot 48 1265.0 11.8 119.1 91 90 H PASS 2321 Tract 14/Lot 6 1265.0 12.0 122.4 93 90 H PASS " 2322 Tract 14/Lot 10 1265.0 12.3 121.8 93 90 H PASS 2323 Tract 15/Lot 5 1263.0 12.5 122.8 94 90 H PASS 2324 Tract 15/Lot 48 1263.0 13.1 120.6 92 90 H PASS 2325 Tract 16/Lot 57 1258.0 12.1 120.0 92 90 H PASS 2326 Tract 16/Lot 29 1257.0 12.6 120.5 92 90 H PASS 04/26/06 2359 Tract 17/Lot 36 1264.0 12.8 121.8 92 90 G PASS 2360 Tract 17/Lot 33 1261.0 12.6 123.4 93 90 G PASS 2361 Tract 14/Lot 1 1264.0 13.6 120.4 91 90 G PASS 2362 Tract 14/Lot 6 1264.0 13.4 123.0 92 90 G PASS 2363 Tract 15/Lot 5 1264.0 12.8 121.5 91 90 G PASS " 2364 Tract 15/Lot 49 1262.0 12.8 121.1 91 90 G PASS " 2365 Tract 16/Lot 58 1259.0 13.4 123.7 93 90 G PASS 2366 Tract 16/Lot 27 1260.0 13.8 123.1 93 90 G PASS 2367 Tract 17/Lot 19 1264.0 12.6 121.1 91 90 G PASS " 2368 Tract 17/Lot 35 1264.0 12.9 123.3 93 90 G PASS 2369 Tract 17/Lot 40 1263.0 13.1 120.6 91 90 G PASS 2370 F Tract 17/Lot 48 1265.0 13.6 118.3 89 90 G FAIL 2370 R Tract 17/Lot 48 1265.0 12.2 122.3 92 90 G PASS 2371 Tract 14/Lot 62 1260.0 11.9 123.8 93 90 G PASS " 2372 Tract 14/Lot 4 1263.0 12.7 122.5 92 90 G PASS 2373 Tract 14/Lot 14 1262.0 12.5 122.9 92 90 G PASS " 2374 Tract 14/Lot 10 1265.0 12.1 121.0 91 90 G PASS 2375 Tract 15/Lot 3 1262.0 12.6 124.1 93 90 G PASS 2376 Tract 15/Lot 7 1263.0 13.1 123.5 93 90 G PASS 2377 Tract 15/Lot 50 1262.0 12.2 123.9 93 90 G PASS 2378 Tract 15/Lot 9 1262.0 12.9 121.6 91 90 G PASS 2379 Tract 16/Lot 63 1258.0 13.3 120.5 91 90 G PASS 2380 Tract 16/Lot 55 1260.0 12.5 122.8 92 90 G PASS " 2381 Tract 16/Lot 23 1260.0 12.3 122.0 92 90 G PASS 2382 Tract 16/Lot 30 1259.0 11.8 124.7 94 90 G PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 20 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 04/27/06 2415 Tract 17/Lot 31 1265.0 12.9 116.6 92 90 I PASS " 2416 Tract 17/Lot 51 1264.0 12.6 115.9 92 90 1 PASS of 2417 Tract 17/Lot 39 1262.0 12.4 119.1 94 90 I PASS to 2418 Tract 14/Lot 62 1262.0 13.2 116.3 92 90 I PASS 2419 Tract 14/Lot 13 1263.0 12.9 115.5 91 90 1 PASS 2420 Tract 14/Lot 5 1260.0 13.0 117.3 93 90 I PASS 2421 Tract 15/Lot 2 1263.0 13.3 118.2 93 90 I PASS 2422 Tract 15/Lot 6 1261.0 12.7 116.6 92 90 1 PASS 2423 Tract 15/Lot 45 1259.0 13.1 118.3 94 90 I PASS 2424 Tract 16/Lot 62 1260.0 13.4 115.8 92 90 1 PASS 2425 Tract 16/Lot 22 1253.0 13.7 115.2 91 90 I PASS 2426 Tract 16/Lot 51 1261.0 13.9 114.4 92 90 E PASS 2427 Tract 17/Lot 22 1259.0 13.2 113.5 92 90 E PASS " 2428 Tract 17/Lot 21 1262.0 13.8 114.1 92 90 E PASS 2429 Tract 17/Lot 37 1263.0 13.5 116.5 94 90 E PASS 2430 Tract 14/Lot 63 1263.0 12.8 115.8 93 90 E PASS 2431 Tract 14/Lot 2 1261.0 13.5 113.3 91 90 E PASS 2432 Tract 14/Lot 13 1264.0 13.0 115.2 93 90 E PASS " 2433 Tract 15/Lot 45 1263.0 12.7 115.9 93 90 E PASS 2434 Tract 15/Lot 48 1263.0 13.8 117.1 94 90 E PASS 2435 Tract 15/Lot 47 1260.0 13.8 113.5 92 90 E PASS 2436 Tract 16/Lot 60 1261.0 13.2 116.6 94 90 E PASS " 2437 Tract 16/Lot 58 1261.0 12.9 114.8 93 90 E PASS 2438 Tract 16/Lot 49 1261.0 12.7 114.3 92 90 E PASS 04/28/06 2447 Tract 17/Lot 13 1265.0 11.3 117.6 91 90 L PASS 2448 Tract 17/Lot 33 1265.0 12.5 116.9 91 90 L PASS " 2449 Tract 17/Lot 39 1263.0 12.1 117.1 91 90 L PASS 2450 F Tract 14/Lot 2 1263.0 12.8 115.7 89 90 L FAIL 2450 R Tract 14/Lot 2 1263.0 11.8 118.7 92 90 L PASS " 2451 Tract 14/Lot 11 1265.0 12.1 117.4 91 90 L PASS 2452 Tract 14/Lot 8 1264.0 11.9 118.8 92 90 L PASS " 2453 Tract 15/Lot 6 1263.0 12.0 118.1 92 90 L PASS " 2454 Tract 15/Lot 1 1262.0 11.5 120.6 93 90 L PASS 2455 Tract 17/Lot 45 1261.0 11.7 121.6 94 90 L PASS 2456 Tract 16/Lot 50 1262.0 12.0 120.8 94 90 L PASS " 2457 Tract 16/Lot 51 1262.0 12.7 117.7 91 90 L PASS 2458 Tract 16/Lot 29 1262.0 11.9 120.5 93 90 L PASS 2459 Tract 17/Lot 13 1265.0 12.1 122.4 95 90 L PASS 2460 Tract 17/Lot 34 1265.0 11.8 119.3 92 90 L PASS " 2461 Tract 17/Lot 49 1264.0 12.4 119.9 92 90 H PASS 2462 Tract 14/Lot 4 1264.0 11.6 121.3 93 90 H PASS 2463 Tract 14/Lot 64 1264.0 11.8 121.9 93 90 H PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 21 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 04/28/06 2464 Tract 14/Lot 9 1265.0 11.4 118.8 91 90 H PASS " 2465 Tract 15/Lot 5 1265.0 12.3 120.6 92 90 H PASS " 2466 Tract 15/Lot 46 1262.0 12.0 119.2 91 90 H PASS 2467 F Tract 15/Lot 9 1263.0 12.8 117.3 89 90 H FAIL 2467 R Tract 15/Lot 9 1263.0 12.3 120.1 92 90 H PASS " 2468 Tract 16/Lot 62 1261.0 11.7 122.3 93 90 H PASS " 2469 Tract 16/Lot 54 1262.0 11.9 122.8 94 90 H PASS " 2470 Tract 16/Lot 26 1262.0 12.4 121.4 93 90 H PASS 05/01/06 2524 Tract 17/Lot 26 1263.0 9.4 123.0 91 90 M PASS " 2525 Tract 17/Lot 22 1260.0 10.7 116.1 90 90 L PASS 2526 Tract 17/Lot 12 1264.0 10.0 117.7 91 90 L PASS 2527 Tract 16/Lot 33 1248.0 11.5 116.3 92 90 1 PASS 2528 Tract 16/Street 1249.0 11.3 116.8 92 90 I PASS 2529 Tract 16/Lot 31 1247.0 11.8 118.4 94 90 I PASS 2530 Tract 16/Lot 1 1248.0 12.1 116.5 92 90 I PASS 2531 Tract 15/Lot 42 1248.0 11.7 117.2 93 90 I PASS 2532 Tract 15/Lot 11 1249.0 12.0 116.5 92 90 I PASS 2533 Tract 15/Street 1249.0 12.4 117.9 93 90 I PASS 2534 Tract 15/Lot 38 1247.0 12.4 117.5 93 90 1 PASS " 2535 Tract 16/Lot 2 1247.0 12.6 117.1 93 90 I PASS " 2536 Tract 16/Lot 42 1249.0 12.3 119.3 94 90 1 PASS 2537 Tract 16/Lot 45 1248.0 11.8 116.7 92 90 I PASS 2538 Tract 16/Lot 19 1248.0 12.2 116.0 92 90 I PASS 2539 Tract 16/Lot 46 1249.0 12.5 115.2 91 90 I PASS " 2540 F Tract 15/Street 1247.0 12.9 113.7 89 90 1 FAIL 2540 R Tract 15/Street 1247.0 12.1 116.4 92 90 1 PASS 2541 Tract 15/Lot 44 1249.0 12.3 116.2 92 90 I PASS " 2542 Tract 15/Lot 13 1249.0 12.6 115.8 92 90 I PASS 2543 Tract 15/Lot 10 1249.0 11.1 125.3 93 90 M PASS " 2544 Tract 15/Lot 12 1249.0 10.7 122.9 91 90 M PASS " 2545 Tract 15/Lot 37 1248.0 11.6 122.0 90 90 M PASS 2546 Tract 16/Street 1248.0 11.5 124.6 92 90 M PASS 2547 Tract 16/Lot 44 1249.0 11.7 124.1 92 90 M PASS " 2548 Tract 16/Lot 20 1249.0 11.9 123.8 92 90 M PASS " 2549 Tract 16/Lot 34 1248.0 11.2 124.5 92 90 M PASS 2550 Tract 16/Street 1248.0 11.6 123.4 91 90 M PASS 05/02/06 2559 Tract 22/Lot 40 1247.0 12.9 117.5 91 90 J PASS it 2560 Tract 16/Lot 13 1246.0 12.1 120.9 93 90 J PASS " 2561 Tract 16/Lot 40 1245.0 12.4 120.2 93 90 J PASS " 2562 Tract 15/Lot 34 1245.0 11.8 122.6 95 90 J PASS " 2563 Tract 21/Lot 21 1244.0 12.9 119.4 92 90 J PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 22 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/02/06 2564 Tract 15/Lot 20 1244.0 13.3 121.7 94 90 J PASS 2565 Tract 16/Lot 19 1249.0 12.5 119.9 93 90 J PASS 2566 Tract 16/Lot 47 1249.0 12.2 119.5 92 90 J PASS " 2567 Tract 16/Street 1249.0 12.1 118.2 91 90 J PASS 2568 Tract 15/Lot 43 1250.0 13.2 121.3 94 90 J PASS 2569 Tract 15/Lot 41 1249.0 12.7 121.0 93 90 J PASS " 2570 Tract 15/Lot 13 1250.0 12.3 122.2 94 90 J PASS " 2571 Tract 15/Lot 16 1244.0 12.8 119.4 92 90 J PASS " 2572 Tract 15/Lot 27 1244.0 13.8 115.0 93 90 E PASS 2573 Tract 15/Lot 31 1244.0 13.4 112.6 91 90 E PASS 2574 Tract 16/Lot 6 1244.0 13.0 112.9 91 90 E PASS " 2575 Tract 16/Lot 38 1246.0 14.1 113.7 92 90 E PASS 2576 Tract 16/Lot 17 1247.0 13.7 115.2 93 90 E PASS 2577 Tract 15/Lot 11 1250.0 13.2 115.0 93 90 E PASS 2578 Tract 15/Lot 39 1248.0 13.9 116.4 94 90 E PASS 2579 Tract 15/Lot 41 1249.0 12.9 112.6 91 90 E PASS 2580 Tract 16/Lot 65 1250.0 13.6 114.7 93 90 E PASS 2581 Tract 16/Lot 43 1249.0 13.5 114.1 92 90 E PASS 2582 Tract 16/Lot 33 1249.0 13.9 116.3 94 90 E PASS 2583 Tract 17/Lot 16 1263.0 15.3 106.9 92 90 D PASS 2584 Tract 17/Lot 36 1264.0 14.7 107.7 92 90 D PASS 2585 Tract 17/Lot 11 1265.0 16.0 106.5 91 90 D PASS 2586 Tract 17/Lot 24 1263.0 11.4 117.0 92 90 I PASS 2587 Tract 17/Lot 10 1268.0 11.7 115.5 91 90 I PASS " 2588 Tract 17/Lot 31 1265.0 12.1 114.6 91 90 I PASS 2589 Tract 17/Street 1260.0 13.8 112.8 91 90 E PASS 2590 Tract 17/Lot 32 1265.0 12.6 113.7 92 90 E PASS " 2594 Tract 17/Lot 34 1266.0 9.7 118.6 92 90 L PASS " 2595 Tract 17/Lot 23 1266.0 14.8 106.4 91 90 D PASS 2596 Tract 17/Lot 14 1266.0 15.1 106.0 91 90 D PASS " 2597 Tract 17/Lot 15 1266.0 9.8 123.2 91 90 M PASS " 2602 Tract 17/Lot 26 1266.0 13.1 114.5 91 90 I PASS 2603 Tract 17/Lot 53 1266.0 12.6 116.0 92 90 I PASS " 2604 Tract 17/Lot 1 1266.0 11.7 116.5 92 90 I PASS 05/03/06 2615 Tract 15/Lot 22 1244.0 11.9 115.3 91 90 I PASS " 2616 Tract 15/Lot 25 1244.0 13.7 118.2 93 90 I PASS 2617 Tract 15/Street 1244.0 12.6 116.5 92 90 1 PASS " 2618 Tract 16/Lot 10 1247.0 12.3 116.9 92 90 1 PASS 2619 Tract 22/Diamond 1247.0 12.5 117.4 93 90 I PASS " 2620 Tract 16/Lot 16 1247.0 13.1 115.9 92 90 I PASS " 2621 Tract 16/Lot 34 1250.0 12.6 115.5 91 90 1 PASS 2622 Tract 16/Lot 45 1250.0 13.0 116.7 92 90 1 PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 23 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pcf) (%) (%) TYPE FAIL 05/03/06 2623 Tract 16/Lot 2 1249.0 13.4 117.5 93 90 I PASS " 2624 Tract 15/Lot 36 1249.0 12.8 116.2 92 90 1 PASS it 2625 Tract 15/Lot 43 1251.0 12.5 116.8 92 90 I PASS " 2626 Tract 15/Street 1251.0 13.1 118.3 94 90 I PASS " 2627 Tract 15/Lot 18 1245.0 13.4 118.0 93 90 I PASS 2628 Tract 15/Lot 28 1244.0 12.8 117.2 93 90 I PASS 2629 Tract 21/Diamond 1245.0 12.5 117.8 93 90 1 PASS 2630 Tract 16/Lot 4 1245.0 13.6 115.7 91 90 I PASS 2631 Tract 16/Lot 38 1247.0 11.9 117.9 91 90 L PASS 2632 Tract 16/Lot 15 1247.0 12.2 117.3 91 90 L PASS 2633 Tract 16/Lot 32 1250.0 12.0 119.4 93 90 L PASS 2634 Tract 16/Lot 21 1250.0 12.6 117.0 91 90 L PASS 2635 Tract 16/Street 1250.0 11.9 116.6 90 90 L PASS 2636 F Tract 15/Lot 42 1250.0 11.2 115.8 89 90 L FAIL 2636 R Tract 15/Lot 42 1250.0 12.4 117.6 91 90 L PASS 2637 Tract 15/Lot 40 1250.0 12.3 117.5 91 90 L PASS " 2638 Tract 15/Lot 12 1250.0 12.1 117.8 91 90 L PASS 2639 Tract 14/Lot 3 1260.0 16.1 115.4 91 90 I PASS 2640 Tract 14/Lot 5 1261.0 14.4 118.6 94 90 I PASS 2641 Tract 14/Lot 8 1263.0 13.7 118.2 93 90 1 PASS " 2642 Tract 14/Street 1262.0 11.3 115.0 91 90 I PASS 2643 Tract 14/Street 1263.0 10.4 126.5 94 90 M PASS 2644 Tract 14/Street 1260.0 10.2 123.5 91 90 M PASS " 2645 Tract 15/Lot 3 1263.0 10.5 124.2 92 90 M PASS 2646 Tract 15/Lot 7 1263.0 9.8 124.9 93 90 M PASS " 2647 Tract 14/Street 1262.0 12.0 124.3 92 90 M PASS 2648 Tract 17/Lot 38 1263.0 11.1 125.8 93 90 M PASS 2649 Tract 17/Lot 47 1264.0 9.7 126.6 94 90 M PASS 2650 Tract 14/Lot 7 1265.0 10.2 124.2 92 90 M PASS 2651 Tract 15/Lot 4 1265.0 12.2 115.8 92 90 I PASS " 2652 Tract 15/Lot 5 1265.0 11.3 115.3 91 90 1 PASS 2653 Tract 17/Lot 42 1264.0 10.6 114.2 90 90 1 PASS " 2654 Tract 17/Lot 41 1264.0 11.6 115.0 91 90 I PASS " 2663 Village Parkway 1258.0 10.7 124.2 92 90 M PASS 2664 Village Parkway 1259.0 10.5 123.6 92 90 M PASS " 2665 Village Parkway 1258.0 11.2 125.6 93 90 M PASS 2666 Village Parkway 1260.0 10.8 125.5 93 90 M PASS 2667 Village Parkway 1261.0 11.3 127.2 94 90 M PASS 2668 Village Parkway 1262.0 9.7 126.3 94 90 M PASS 2669 Village Parkway 1261.0 10.4 125.8 93 90 M PASS 2670 Village Parkway 1262.0 11.3 123.7 92 90 M PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 24 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 05/04/06 2671 Tract 16/Lot 19 1250.0 12.8 118.6 92 90 L PASS " 2672 Tract 16/Lot 44 1250.0 13.1 121.4 94 90 L PASS 2673 Tract 16/Lot 48 1251.0 13.6 120.2 93 90 L PASS " 2674 Tract 15/Lot 44 1251.0 13.6 119.9 93 90 L PASS " 2675 Tract 15/Lot 11 1251.0 12.7 118.5 92 90 L PASS 2676 Tract 15/Lot 39 1250.0 13.3 120.6 93 90 L PASS 2677 Tract 15/Lot 17 1245.0 13.5 121.9 94 90 L PASS 2678 Tract 15/Street 1245.0 13.1 121.1 94 90 L PASS " 2679 Tract 15/Lot 30 1245.0 13.7 119.3 92 90 L PASS 2680 Tract 22/Lot 31 1246.0 13.7 119.0 92 90 L PASS 2681 Tract 16/Street 1247.0 12.9 117.4 91 90 L PASS 2682 Tract 16/Lot 36 1247.0 13.0 117.7 91 90 L PASS " 2683 Tract 16/Lot 33 1250.0 13.8 116.9 91 90 L PASS 2684 Tract 16/Lot 47 1251.0 13.4 119.8 93 90 L PASS " 2685 Tract 16/Lot 64 1250.0 11.2 123.8 92 90 M PASS 2686 Tract 15/Lot 43 1252.0 11.5 127.6 95 90 M PASS 2687 Tract 15/Lot 40 1251.0 11.8 124.4 92 90 M PASS 2688 Tract 15/Lot 13 1251.0 12.4 123.5 91 90 M PASS " 2689 Tract 15/Lot 15 1245.0 12.0 125.6 93 90 M PASS 2690 Tract 15/Lot 24 1246.0 11.4 125.0 93 90 M PASS 2691 Tract 21/Lot 5 1246.0 11.8 124.3 92 90 M PASS 2692 Tract 16/Lot 5 1246.0 12.8 122.8 91 90 M PASS 2693 Tract 16/Lot 41 1247.0 12.5 123.2 91 90 M PASS 2694 Tract 16/Lot 36 1247.0 12.2 123.9 92 90 M PASS " 2695 Tract 14/Lot 18 1249.0 13.5 120.7 95 90 I PASS 2696 Tract 14/Lot 16 1250.0 12.2 118.6 94 90 1 PASS " 2697 Tract 14/Lot 14 1251.0 12.8 117.5 93 90 1 PASS 2698 Tract 14/Lot 19 1252.0 13.2 116.8 92 90 1 PASS 2699 Tract 14/Lot 20 1253.0 9.9 122.0 90 90 M PASS " 2700 Tract 14/Lot 15 1252.0 12.1 121.8 90 90 M PASS " 2701 Tract 14/Lot 17 1252.0 10.9 125.4 93 90 M PASS 2702 Tract 14/Lot 19 1254.0 10.4 123.6 92 90 M PASS 2703 Tract 14/Lot 43 1266.0 13.6 123.8 92 90 M PASS 2704 Tract 14/Lot 34 1266.0 13.9 122.1 90 90 M PASS 2705 Tract 14/Lot 49 1266.0 12.8 121.6 90 90 M PASS 2706 Tract 14/Lot 41 1266.0 12.9 122.2 91 90 M PASS " 2707 Tract 14/Lot 21 1257.0 11.8 123.0 91 90 M PASS 2708 Tract 14/Lot 39 1265.0 12.2 122.6 91 90 M PASS " 2709 Tract 13/Lot 8 1266.0 12.4 121.9 90 90 M PASS 2710 Tract 14/Lot 11 1266.0 11.4 123.3 91 90 M PASS " 2711 Village Parkway 1260.0 11.5 119.4 93 90 L PASS 2712 Village Parkway 1261.0 12.3 121.7 94 90 L PASS 2713 Village Parkway 1261.0 11.2 120.5 93 90 L PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 25 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 05/04/06 2714 Village Parkway 1262.0 10.8 117.7 91 90 L PASS " 2715 Village Parkway 1263.0 11.6 119.3 92 90 L PASS 2716 Village Parkway 1261.0 12.4 121.6 94 90 L PASS 2717 Village Parkway 1262.0 12.6 122.3 95 90 L PASS " 2718 Village Parkway 1264.0 11.7 118.8 92 90 L PASS " 2719 Village Parkway 1258.0 10.5 124.7 92 90 M PASS 2720 Village Parkway 1259.0 11.2 126.3 94 90 M PASS 2721 Village Parkway 1257.0 11.4 125.5 93 90 M PASS 2722 Village Parkway 1259.0 10.8 123.6 92 90 M PASS 2723 Village Parkway 1261.0 9.7 124.5 92 90 M PASS 2724 Village Parkway 1262.0 10.3 126.2 93 90 M PASS " 2725 Village Parkway 1260.0 10.8 123.3 91 90 M PASS 2726 Village Parkway 1259.0 11.6 125.7 93 90 M PASS 05/05/06 2727 Tract 16/Street 1251.0 11.7 123.6 92 90 M PASS " 2728 F* Tract 16/Lot 45 1251.0 7.7 123.0 91 90 M FAIL 2728 R Tract 16/Lot 45 1251.0 12.1 124.2 92 90 M PASS 2729 Tract 16/Lot 31 1252.0 10.6 124.2 92 90 M PASS 2730 Tract 15/Lot 44 1252.0 10.9 124.7 92 90 M PASS 2731 Tract 15/Lot 10 1252.0 12.2 126.1 93 90 M PASS " 2732 Tract 15/Lot 514 1252.0 12.3 125.5 93 90 M PASS 2733 Tract 15/Lot 38 1246.0 11.5 123.3 91 90 M PASS " 2734 Tract 15/Lot 23 1246.0 11.9 125.8 93 90 M PASS 2735 Tract 15/Lot 32 1246.0 11.3 123.2 94 90 H PASS " 2736 Tract 16/Lot 8 1246.0 11.8 121.7 93 90 H PASS " 2737 Tract 16/Diamond 1247.0 11.5 121.2 93 90 H PASS 2738 Tract 16/Street 1247.0 12.2 119.4 91 90 H PASS " 2739 Tract 16/Lot 18 1251.0 11.6 123.6 94 90 H PASS 2740 Tract 16/Lot 45 1252.0 11.4 120.3 92 90 H PASS 2741 Tract 16/Lot 42 1251.0 12.0 121.3 93 90 H PASS 2742 Tract 15/Lot 42 1252.0 11.9 120.9 92 90 H PASS " 2743 Tract 15/Lot 12 1252.0 11.5 120.1 92 90 H PASS " 2744 Tract 15/Lot 39 1252.0 11.8 119.5 91 90 H PASS 2745 Tract 15/Lot 25 1246.0 11.2 123.4 94 90 H PASS " 2746 Tract 15/Lot 19 1246.0 11.5 123.0 94 90 H PASS 2747 Tract 15/Lot 52 1245.0 12.4 121.2 93 90 H PASS " 2748 Tract 16/Lot 3 1246.0 12.4 121.4 93 90 H PASS 2749 Tract 16/Lot 39 1246.0 12.1 122.8 94 90 H PASS " 2750 Tract 16/Lot 12 1247.0 12.3 121.6 93 90 H PASS " 2751 F* Tract 14/Lot 14 1254.0 6.2 115.0 91 90 1 PASS 2751 R Tract 14/Lot 14 1254.0 11.8 115.4 91 90 I PASS " 2752 F* Tract 14/Lot 16 1254.0 7.6 114.2 90 90 I PASS " 2752 R Tract 14/Lot 16 1254.0 12.6 116.2 92 90 I PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 26 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcfl (%) (%) TYPE FAIL 05/05/06 2753 Tract 14/Lot 18 1255.0 12.2 115.0 91 90 I PASS 2754 Tract 14/Lot 20 1256.0 11.6 114.9 91 90 I PASS 2755 Tract 15/Lot 50 1261.0 10.7 114.9 91 90 1 PASS 2756 Tract 16/Lot 52 1262.0 10.6 118.9 94 90 1 PASS " 2757 Tract 17/Lot 37 1265.0 12.2 117.7 93 90 I PASS 2758 Tract 14/Lot 4 1265.0 12.5 117.5 93 90 I PASS 2759 Tract 14/Lot 15 1256.0 13.7 118.1 93 90 1 PASS " 2760 Tract 14/Lot 17 1257.0 12.5 116.0 92 90 1 PASS 2761 Tract 14/Lot 18 1257.0 11.7 118.1 93 90 I PASS " 2762 Tract 14/Lot 21 1260.0 11.4 118.9 94 90 I PASS " 2763 Tract 14/Lot 19 1259.0 13.0 114.3 90 90 I PASS " 2764 Tract 14/Lot 16 1258.0 10.8 115.1 91 90 I PASS 2765 Tract 14/Lot 59 1263.0 13.8 116.5 92 90 I PASS 2766 Tract 14/Lot 64 1263.0 12.4 116.8 92 90 I PASS 2767 Village Parkway 1255.0 9.5 128.2 94 90 K PASS 2768 Village Parkway 1257.0 9.8 127.5 93 90 K PASS 2769 Village Parkway 1259.0 10.3 125.8 92 90 K PASS 2770 Village Parkway 1260.0 9.7 126.2 92 90 K PASS " 2771 Village Parkway 1262.0 10.2 127.4 93 90 K PASS " 2772 Village Parkway 1263.0 10.6 128.7 94 90 K PASS " 2773 Village Parkway 1261.0 9.4 125.6 92 90 K PASS " 2774 Village Parkway 1264.0 8.8 126.4 92 90 K PASS 05/08/06 2775 Tract 16/Lot 33 1245.0 11.6 118.5 92 90 L PASS it 2776 Tract 16/Lot 21 1252.0 12.2 120.2 93 90 L PASS " 2777 Tract 16/Street 1252.0 12.5 120.6 93 90 L PASS " 2778 Tract 15/Lot 44 1253.0 11.9 116.9 91 90 L PASS 2779 Tract 15/Lot 12 1253.0 12.2 119.4 93 90 L PASS " 2780 Tract 15/Lot 41 1252.0 12.1 119.0 92 90 L PASS " 2781 Tract 15/Lot 35 1246.0 12.6 121.6 94 90 L PASS 2782 Tract 15/Street 1246.0 11.8 117.7 91 90 L PASS " 2783 Tract 15/Lot 28 1245.0 11.2 121.3 94 90 L PASS " 2784 Tract 16/Lot 37 1247.0 11.6 119.8 93 90 L PASS 2785 Tract 16/Lot 35 1248.0 11.5 119.6 93 90 L PASS " 2786 Tract 16/Lot 15 1248.0 10.9 117.4 91 90 L PASS 2787 Tract 16/Lot 44 1252.0 11.9 120.2 93 90 L PASS " 2788 Tract 16/Lot 48 1252.0 11.6 121.6 94 90 L PASS 2789 Tract 16/Lot 1 1251.0 12.1 119.5 93 90 L PASS " 2790 Tract 15/Lot 40 1251.0 12.4 120.3 93 90 L PASS " 2791 Tract 15/Lot 11 1252.0 12.6 119.3 92 90 J PASS 2792 Tract 15/Lot 13 1252.0 12.3 118.6 92 90 J PASS 2793 Tract 15/Lot 26 1247.0 12.8 121.2 94 90 J PASS 2794 Tract 15/Lot 23 1247.0 11.8 118.8 92 90 J PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 27 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) pcf) (%) (%) TYPE FAIL 05/08/06 2795 Tract 15/Diamond 1246.0 12.1 119.5 92 90 J PASS 2796 Tract 16/Street 1247.0 12.3 119.1 92 90 J PASS 2797 Tract 16/Lot 11 1248.0 12.0 120.7 93 90 J PASS 2798 Tract 16/Lot 14 1248.0 12.6 118.4 91 90 J PASS 2799 Village Parkway 1261.0 11.7 117.6 93 90 I PASS 2800 Village Parkway 1260.0 12.4 119.3 94 90 1 PASS " 2801 Village Parkway 1262.0 12.5 118.2 93 90 1 PASS " 2802 Village Parkway 1263.0 11.8 115.5 91 90 1 PASS 2803 Village Parkway 1264.0 13.2 116.3 92 90 1 PASS 2804 Village Parkway 1262.0 12.3 118.5 94 90 1 PASS " 2805 Village Parkway 1263.0 12.6 117.4 93 90 1 PASS 2806 Village Parkway 1265.0 13.4 119.8 95 90 1 PASS 05/09/06 2823 Tract 15/Lot 51 1246.0 11.9 119.1 92 90 J PASS 2824 Tract 15/Lot 28 1246.0 12.2 117.4 91 90 J PASS " 2825 Tract 22/Diamond 1247.0 12.0 118.6 92 90 J PASS 2826 Tract 15/Lot 35 1247.0 12.5 117.3 91 90 J PASS " 2827 Tract 15/Lot 37 1247.0 12.8 116.1 90 90 J FAIL 2828 Tract 15/Lot 14 1247.0 12.3 119.4 92 90 J PASS " 2829 Tract 16/Lot 3 1247.0 12.5 121.6 94 90 J PASS " 2830 Tract 16/Lot 7 1247.0 12.5 121.1 94 90 J PASS " 2831 Tract 16/Lot 11 1248.0 12.5 118.7 94 90 1 PASS 2832 Tract 16/Lot 17 1248.0 12.1 118.5 94 90 1 PASS 2833 Tract 16/Lot 39 1248.0 12.7 117.3 93 90 1 PASS " 2834 Tract 16/Lot 5 1247.0 13.2 117.7 93 90 I PASS 2835 Tract 15/Lot 34 1247.0 12.8 119.4 94 90 I PASS 2836 Tract 15/Lot 38 1248.0 12.4 116.7 92 90 I PASS 2837 Tract 15/Lot 15 1247.0 12.6 116.1 92 90 1 PASS " 2838 Tract 15/Lot 21 1246.0 12.2 117.3 93 90 1 PASS 2839 Tract 15/Diamond 1246.0 12.9 116.5 92 90 I PASS 2840 Tract 15/Lot 33 1247.0 13.3 115.3 91 90 1 PASS " 2841 Tract 16/Lot 6 1248.0 13.0 116.2 92 90 I PASS " 2842 Tract 16/Lot 37 1248.0 12.7 117.6 93 90 1 PASS 2843 Tract 16/Lot 13 1248.0 13.1 116.4 92 90 1 PASS " 2844 Tract 16/Lot 16 1248.0 13.1 116.9 92 90 1 PASS " 2845 Tract 16/Lot 41 1248.0 13.4 115.8 92 90 1 PASS 2846 Tract 16/Street 1248.0 12.8 117.1 93 90 1 PASS 2847 Tract 14/Lot 14 1259.0 15.0 120.0 95 90 I PASS 2848 Tract 14/Lot 15 1259.0 15.6 117.9 93 90 1 PASS " 2849 Tract 14/Lot 17 1260.0 12.7 115.4 91 90 1 PASS 2850 Tract 14/Lot 18 1260.0 12.9 117.0 92 90 I PASS 2851 Tract 14/Lot 20 1261.0 13.7 114.7 91 90 I PASS 2852 Tract 13/Lot 53 1272.0 13.5 115.2 91 90 I PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 28 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/09/06 2853 Tract 13/Lot 58 1271.0 14.7 115.5 91 90 I PASS " 2854 Tract 13/Lot 61 1270.0 15.0 117.6 93 90 1 PASS " 2855 Tract 13/Lot 63 1270.0 10.3 123.2 91 90 M PASS 2856 Tract 13/Lot 70 1269.0 9.9 121.8 90 90 M PASS 2857 Tract 13/Lot 68 1269.0 10.1 122.5 91 90 M PASS 2858 Tract 14/Lot 19 1262.0 10.9 121.9 90 90 M PASS 2859 Tract 14/Lot 17 1262.0 10.8 117.4 93 90 I PASS 2860 Tract 14/Lot 15 1262.0 11.3 114.0 90 90 I PASS " 2861 Tract 14/Lot 14 1263.0 11.4 116.7 92 90 I PASS 2862 Tract 14/Lot 16 1263.0 11.1 114.8 91 90 1 PASS 2863 Tract 9/Lot 58 1250.0 11.2 120.6 93 90 L PASS 2864 Tract 9/Lot 57 1252.0 11.5 118.8 92 90 L PASS 2865 F Tract 9/Lot 47 1252.0 9.8 114.2 89 90 L FAIL 2865 R Tract 9/Lot 47 1252.0 11.7 119.4 93 90 L PASS 2866 Tract 9/Street 1251.0 12.3 121.4 94 90 L PASS 2867 Tract 9/Lot 7 1253.0 10.8 119.3 92 90 L PASS 2868 Tract 9/Street 1254.0 11.5 120.7 94 90 L PASS 2869 Tract 9/Lot 6 1253.0 11.7 122.5 95 90 L PASS 05/10/06 2871 Tract 16/Lot 2 1248.0 13.2 115.9 92 90 I PASS " 2872 Tract 16/Lot 39 1248.0 13.6 115.1 91 90 1 PASS 2873 Tract 16/Lot 12 1248.0 12.5 118.4 94 90 I PASS 2874 Tract 16/Lot 18 1249.0 12.9 117.8 93 90 I PASS 2875 Tract 16/Lot 45 1249.0 12.9 117.7 93 90 I PASS 2876 Tract 16/Lot 40 1248.0 13.4 115.8 92 90 I PASS " 2877 Tract 15/Lot 36 1248.0 12.9 117.1 93 90 I PASS 2878 Tract 15/Lot 15 1248.0 13.1 116.6 92 90 1 PASS 2879 Tract 15/Lot 17 1247.0 11.9 123.8 95 90 H PASS " 2880 Tract 15/Lot 52 1247.0 12.1 120.3 92 90 H PASS 2881 Tract 15/Lot 29 1247.0 11.4 119.6 91 90 H PASS 2882 Tract 15/Street 1248.0 11.8 119.1 91 90 H PASS 2883 Tract 16/Lot 9 1248.0 11.2 119.4 91 90 H PASS 2884 F* Tract 16/Lot 43 1249.0 9.8 117.3 89 90 H FAIL 2884 R Tract 16/Lot 43 1249.0 9.8 119.7 91 90 H PASS 2885 Tract 16/Lot 35 1249.0 11.9 121.6 93 90 H PASS 2886 Tract 16/Lot 16 1249.0 12.2 122.3 93 90 H PASS 2887 Tract 16/Lot 34 1248.0 11.8 122.6 94 90 H PASS 2888 Tract 16/Lot 41 1249.0 11.4 120.4 92 90 H PASS 2889 Tract 15/Lot 31 1247.0 12.1 121.5 93 90 H PASS " 2890 Tract 15/Street 1249.0 12.4 120.8 92 90 H PASS 2891 Tract 15/Lot 16 1248.0 12.1 122.4 93 90 H PASS " 2892 Tract 15/Lot 27 1248.0 12.2 122.1 93 90 H PASS 2893 Tract 15/Lot 18 1248.0 12.5 121.1 92 90 H PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 29 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/10/06 2894 Tract 15/Lot 20 1248.0 12.4 121.7 93 90 H PASS 2895 Tract 14/Lot 21 1262.0 14.9 118.3 94 90 I PASS 2896 Tract 14/Lot 15 1263.0 13.8 117.7 93 90 I PASS 2897 Tract 14/Lot 26 1268.0 9.6 122.2 91 90 M PASS " 2898 Tract 14/Lot 50 1267.0 8.9 125.1 93 90 M PASS 2899 Tract 14/Lot 56 1266.0 7.7 132.4 97 90 K PASS " 2900 Tract 14/Lot 61 1265.0 8.5 130.0 95 90 K PASS 2901 Tract 14/Lot 19 1264.0 8.2 131.1 96 90 K PASS 2902 Tract 14/Lot 16 1264.0 7.6 128.3 94 90 K PASS 05/11/06 2903 Tract 15/Lot 37 1249.0 12.7 115.3 91 90 1 PASS 2904 Tract 15/Lot 18 1248.0 12.2 114.9 91 90 1 PASS 2905 Tract 15/Lot 51 1248.0 12.8 115.9 92 90 1 PASS " 2906 Tract 15/Lot 29 1248.0 12.4 115.6 91 90 I PASS 2907 Tract 15/Lot 31 1248.0 13.1 117.3 93 90 I PASS 2908 Tract 15/Lot 35 1248.0 12.7 116.5 92 90 I PASS 2909 Tract 22/Diamond 1248.0 13.2 115.3 91 90 1 PASS 2910 Tract 16/Lot 9 1249.0 12.5 116.8 92 90 1 PASS " 2911 Tract 16/Lot 14 1249.0 12.9 116.2 92 90 1 PASS " 2912 Tract 16/Lot 34 1251.0 12.4 118.2 93 90 I PASS " 2913 Tract 16/Lot 38 1250.0 12.6 116.9 92 90 I PASS " 2914 Tract 16/Lot 4 1249.0 13.1 114.3 90 90 I PASS 2915 Tract 15/Lot 36 1250.0 12.2 117.5 93 90 I PASS " 2916 Tract 15/Lot 15 1249.0 12.6 117.0 92 90 1 PASS " 2917 Tract 15/Lot 19 1249.0 12.9 115.7 91 90 I PASS " 2918 Tract 15/Lot 22 1249.0 12.6 115.4 91 90 I PASS 2919 Tract 15/Lot 30 1249.0 11.3 118.5 92 90 L PASS 2920 Tract 15/Lot 32 1249.0 11.8 120.6 93 90 L PASS " 2921 Tract 16/Lot 7 1249.0 11.7 119.4 93 90 L PASS 2922 Tract 16/Lot 15 1250.0 11.5 117.9 91 90 L PASS 2923 F Tract 16/Lot 18 1250.0 12.6 115.3 89 90 L FAIL " 2923 R Tract 16/Lot 18 1250.0 12.2 118.5 92 90 L PASS 2924 Tract 16/Lot 35 1250.0 11.1 120.8 94 90 L PASS 2925 Tract 16/Lot 43 1250.0 11.4 120.1 93 90 L PASS " 2926 Tract 16/Lot 3 1250.0 11.5 119.4 93 90 L PASS 2927 Tract 14/Lot 24 1264.0 15.6 115.0 91 90 I PASS " 2928 Tract 14/Lot 20 1264.0 13.7 114.4 90 90 1 PASS 2929 Tract 14/Lot 18 1264.0 7.6 123.6 90 90 K PASS 2930 Tract 14/Lot 35 1266.0 7.9 124.5 91 90 K PASS " 2931 Tract 14/Lot 45 1267.0 15.4 117.7 93 90 I PASS 2932 Tract 14/Lot 37 1266.0 15.5 114.8 91 90 I PASS 2933 Tract 14/Lot 48 1267.0 14.2 114.7 91 90 1 PASS 2934 Tract 14/Lot 50 1267.0 13.1 118.1 93 90 I PASS F-Failed Fill Test F* -Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 30 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/11/06 2935 Tract 14/Lot 25 1265.0 12.8 114.3 90 90 I PASS 2936 Tract 14/Lot 23 1265.0 11.2 117.2 93 90 I PASS 2937 Tract 14/Lot 21 1266.0 10.7 114.5 91 90 I PASS " 2938 Tract 14/Lot 17 1264.0 11.5 117.1 93 90 I PASS 2939 Tract 14/Lot 26 1268.0 8.3 123.5 90 90 K PASS " 2940 Tract 14/Lot 33 1268.0 9.0 127.9 93 90 K PASS " 2941 Tract 14/Lot 36 1267.0 8.7 131.7 96 90 K PASS 2942 Tract 14/Lot 44 1268.0 12.9 116.1 92 90 I PASS 2943 Tract 9/Lot 26 1251.0 11.4 121.2 94 90 L PASS 2944 Tract 9/Lot 46 1250.0 10.8 119.7 93 90 L PASS 2945 Tract 9BW Street 1251.0 11.2 120.8 94 90 L PASS 2946 Tract 9/Lot 59 1250.0 12.3 121.6 94 90 L PASS 2947 Tract 9/Lot 32 1251.0 11.5 118.4 92 90 L PASS " 2948 Tract 9BW Street 1252.0 11.7 120.3 93 90 L PASS " 2949 Tract 9/Lot 40 1252.0 12.2 119.5 93 90 L PASS " 2950 Tract 9/Lot 45 1253.0 10.7 120.2 93 90 L PASS 05/12/06 2951 Tract 15/Lot 16 1249.0 11.7 119.3 92 90 L PASS 2952 Tract 15/Lot 19 1249.0 11.4 118.5 94 90 L PASS 2953 Tract 15/Lot 52 1249.0 11.7 120.8 92 90 L PASS " 2954 Tract 15/Lot 34 1249.0 11.5 118.9 92 90 L PASS 2955 Tract 15/Lot 38 1250.0 11.2 118.5 93 90 L PASS " 2956 Tract 15/Lot 24 1249.0 11.6 120.3 91 90 L PASS " 2957 Tract 16/Lot 6 1250.0 12.0 117.6 92 90 L PASS " 2958 Tract 16/Lot 10 1250.0 11.7 119.2 96 90 L PASS " 2959 Tract 16/Lot 13 1250.0 10.9 123.8 92 90 M PASS 2960 Tract 16/Lot 2 1250.0 10.3 123.1 91 90 M PASS " 2961 Tract 16/Lot 37 1250.0 10.8 124.2 92 90 M PASS " 2962 Tract 16/Lot 17 1251.0 10.4 126.7 94 90 M PASS 2963 Tract 15/Lot 37 1251.0 10.6 126.1 93 90 M PASS " 2964 Tract 15/Lot 16 1251.0 11.1 124.9 93 90 M PASS 2965 Tract 15/Lot 20 1251.0 10.8 125.5 93 90 M PASS 2966 Tract 15/Lot 21 1250.0 10.1 123.7 92 90 M PASS 2967 Tract 15/Lot 26 1250.0 11.1 123.5 91 90 M PASS 2968 Tract 15/Lot 33 1250.0 10.8 124.2 92 90 M PASS 2969 Tract 16/Lot 8 1250.0 10.5 126.5 94 90 M PASS 2970 Tract 16/Lot 40 1250.0 10.8 124.8 92 90 M PASS 2971 Tract 16/Lot 36 1250.0 10.3 126.1 93 90 M PASS " 2972 Tract 22/Lot 36 1250.0 10.6 125.4 93 90 M PASS 2973 Tract 16/Lot 39 1249.0 11.3 125.6 93 90 M PASS 2974 Tract 16/Lot 5 1250.0 11.0 123.9 92 90 M PASS 2975 Tract 14/Lot 20 1265.0 7.9 125.4 92 90 K PASS " 2976 Tract 14/Lot 18 1265.0 7.7 124.6 91 90 K PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 31 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/12/06 2977 Tract 14/Lot 15 1264.0 7.2 124.3 91 90 K PASS " 2978 Tract 14/Lot 51 1265.0 14.9 117.2 93 90 I PASS 2979 Tract 14/Lot 54 1265.0 11.3 123.6 92 90 M PASS 2980 Tract 14/Lot 57 1265.0 10.2 121.4 90 90 M FAIL 2981 Tract 14/Lot 20 1265.0 7.8 129.8 95 90 K PASS 2982 Tract 14/Lot 17 1265.0 8.2 124.6 91 90 K PASS 2983 Tract 14/Lot 15 1266.0 8.8 123.6 92 90 M PASS 2984 Tract 17/Lot 27 1268.0 8.9 123.3 91 90 M PASS 2985 Tract 17/Lot 52 1266.0 9.1 121.8 90 90 M PASS 2986 Tract 14/Lot 61 1266.0 8.7 124.5 92 90 M PASS 2987 Tract 17/Lot 28 1267.0 10.8 121.7 90 90 M PASS 2988 F Tract 14/Lot 60 1265.0 12.3 120.4 89 90 M FAIL " 2988 R Tract 14/Lot 60 1265.0 9.2 122.0 90 90 M PASS 2989 Tract 14/Lot 23 1267.0 8.8 127.8 95 90 M PASS 2990 Tract 14/Lot 16 1267.0 8.5 125.6 93 90 M PASS 05/15/06 2999 Tract 14/Lot 62 1259.0 10.6 120.0 90 90 O PASS it 3000 Tract 14/Lot 3 1260.0 10.3 118.7 90 90 O PASS 01 3001 F Tract 14/Lot 5 1261.0 10.3 117.5 89 90 O FAIL 3001 R Tract 14/Lot 5 1261.0 11.0 120.3 91 90 O PASS 3002 Tract 14/Lot 8 1263.0 12.3 117.7 91 90 N PASS " 3003 Tract 14/Lot 57 1266.0 11.4 118.4 91 90 N PASS " 3004 Tract 14/Lot 58 1266.0 12.7 117.5 90 90 N PASS 3005 Tract 14/Lot 53 1266.0 8.0 127.1 93 90 K PASS " 3006 Tract 14/Lot 55 1267.0 7.7 126.3 92 90 K PASS " 3007 Tract 18/Superpad 1248.0 11.0 121.8 93 90 O PASS 3008 Tract 18/Superpad 1248.0 10.4 119.5 91 90 O PASS 3015 Tract 20/Diamond 1248.0 11.6 124.2 92 90 M PASS 3016 Tract 20/Lot 3 1248.0 10.2 122.7 91 90 M PASS 3017 Tract 15/Lot 29 1250.0 10.5 122.1 90 90 M PASS 3018 Tract 15/Lot 33 1251.0 11.1 125.3 93 90 M PASS 3019 Tract 15/Lot 23 1251.0 10.9 124.7 92 90 M PASS 3020 Tract 15/Lot 51 1250.0 10.6 123.8 92 90 M PASS 3021 Tract 16/Lot 7 1251.0 11.0 122.6 91 90 M PASS 3022 Tract 16/Street 1251.0 10.7 123.8 92 90 M PASS 3023 Tract 16/Lot 42 1251.0 10.8 123.4 91 90 M PASS " 3024 Tract 16/Lot 11 1251.0 10.9 124.1 92 90 M PASS 3025 Tract 16/Lot 15 1251.0 10.6 124.6 92 90 M PASS 3026 Tract 16/Lot 18 1251.0 11.0 122.5 91 90 M PASS 3027 Tract 16/Lot 4 1251.0 10.4 124.3 92 90 M PASS 3028 Tract 16/Diamond 1249.0 10.4 124.1 92 90 M PASS 3029 Tract 22/Lot 35 1250.0 11.1 123.4 91 90 M PASS 3030 Tract 16/Lot 41 1252.0 10.5 124.8 92 90 M PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 32 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 05/15/06 3031 Tract 16/Street 1252.0 11.6 118.5 92 90 P PASS to 3032 Tract 16/Diamond 1250.0 11.4 120.9 94 90 P PASS it 3033 Tract 15/Lot 32 1251.0 11.6 121.1 94 90 P PASS it 3034 Tract 15/Street 1252.0 11.9 119.3 93 90 P PASS 3035 F Tract 15/Lot 38 1252.0 12.6 115.1 89 90 P FAIL " 3035 R Tract 15/Lot 38 1252.0 11.9 118.6 92 90 P PASS 3036 Tract 15/Lot 17 1252.0 12.1 118.1 92 90 P PASS " 3037 Tract 15/Lot 27 1252.0 11.8 117.4 91 90 P PASS " 3038 Tract 15/Lot 19 1252.0 11.9 121.3 94 90 P PASS 05/16/06 3047 Tract 16/Lot 19 1251.0 11.6 118.7 92 90 P PASS 3048 Tract 16/Street 1252.0 12.1 120.2 94 90 P PASS " 3049 Tract 16/Lot 45 1253.0 12.6 120.7 94 90 P PASS 3050 Tract 16/Lot 3 1252.0 11.8 119.4 93 90 P PASS " 3051 Tract 16/Lot 9 1252.0 11.3 118.9 93 90 P PASS 3052 Tract 22/Diamond 1251.0 11.8 121.6 95 90 P PASS 3053 Tract 15/Lot 42 1253.0 11.5 121.1 94 90 P PASS 3054 Tract 15/Lot 10 1253.0 11.8 121.5 95 90 P PASS " 3055 Tract 15/Lot 14 1253.0 12.6 121.7 94 90 N PASS " 3056 Tract 15/Lot 31 1252.0 12.0 120.2 92 90 N PASS 3057 Tract 20/Lot 4 1249.0 11.8 120.9 93 90 N PASS 3057 Tract 20/Lot 4 1249.0 11.8 120.9 93 90 N PASS 3058 Tract 15/Lot 19 1252.0 12.4 122.0 94 90 N PASS 3059 Tract 16/Lot 64 1253.0 11.9 119.8 92 90 N PASS " 3060 Tract 16/Lot 1 1253.0 12.1 121.3 93 90 N PASS 3061 Tract 16/Lot 7 1252.0 12.4 121.7 94 90 N PASS 3062 Tract 16/Diamond 1251.0 12.8 122.3 94 90 N PASS " 3063 Tract 16/Lot 13 1252.0 12.6 119.4 92 90 N PASS 3064 Tract 16/Lot 16 1252.0 11.9 123.4 95 90 N PASS " 3065 Tract 20/Diamond 1249.0 12.8 123.1 95 90 N PASS 3066 Tract 15/Lot 22 1252.0 12.7 122.9 95 90 N PASS 3067 Tract 15/Lot 18 1253.0 12.0 119.9 92 90 N PASS 3068 Tract 15/Diamond 1250.0 12.4 122.6 94 90 N PASS 3069 Tract 15/Street 1252.0 12.2 121.8 94 90 N PASS 3070 Tract 15/Lot 16 1253.0 12.6 122.3 94 90 N PASS 3071 Tract 14/Lot 59 1264.0 12.3 118.0 91 90 N PASS 3072 Tract 14/Lot 64 1264.0 12.1 117.8 91 90 N PASS 3073 Tract 14/Lot 3 1262.0 11.2 118.9 91 90 N PASS 3074 Tract 14/Lot 2 1263.0 10.8 120.5 93 90 N PASS 3075 Tract 19/Street 1249.0 8.0 129.3 94 90 K PASS 3076 Tract 19 Superpad 1249.0 7.2 128.0 93 90 K PASS 3077 Tract 19 Superpad 1250.0 8.3 127.7 93 90 K PASS 3078 Tract 19 Superpad 1250.0 7.6 128.1 94 90 K PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 33 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/16/06 3079 Tract 18 Superpad 1250.0 10.9 121.3 92 90 O PASS 3080 Tract 18 Superpad 1250.0 11.2 120.0 91 90 O PASS " 3081 Tract 18/Diamond Drive 1250.0 11.7 119.1 92 90 N PASS " 3082 Tract 18 Superpad 1250.0 12.0 118.8 91 90 N PASS " 3083 Tract 19 Superpad 1251.0 11.4 120.5 93 90 N PASS 3084 Tract 18 Superpad 1249.0 7.4 126.9 93 90 K PASS " 3085 Tract 18 Superpad 1251.0 8.0 127.6 93 90 K PASS " 3086 Tract 18 Superpad 1251.0 12.0 118.8 91 90 N PASS 05/17/06 3095 Tract 15/Lot 44 1254.0 12.6 120.0 91 90 O PASS " 3096 Tract 15/Lot 41 1253.0 12.9 120.8 92 90 O PASS " 3097 Tract 15/Street 1253.0 11.8 123.5 94 90 O PASS " 3098 Tract 15/Lot 26 1253.0 12.1 121.7 93 90 O PASS " 3099 Tract 15/Lot 24 1253.0 13.0 121.4 92 90 O PASS 3100 Tract 15/Lot 51 1252:0 12.7 124.1 94 90 O PASS 3101 Tract 22/Lot 34 1252.0 12.2 120.6 92 90 O PASS 3102 Tract 16/Lot 8 1253.0 12.4 123.4 94 90 O PASS 3103 Tract 16/Lot 42 1253.0 12.1 118.4 92 90 L PASS " 3104 Tract 16/Lot 65 1254.0 10.4 118.1 92 90 L PASS 3105 Tract 16/Lot 43 1254.0 11.8 122.6 95 90 L PASS " 3106 Tract 16/Lot 35 1253.0 12.2 117.2 91 90 L PASS 3107 F Tract 15/Street 1254.0 12.3 115.4 89 90 L FAIL 3107 R Tract 15/Street 1254.0 11.4 119.1 92 90 L PASS 3108 Tract 15/Lot 26 1254.0 10.9 121.6 94 90 L PASS " 3109 Tract 15/Lot F 1250.0 12.4 119.8 93 90 L PASS " 3110 Tract 15/Lot 36 1254.0 11.6 122.1 95 90 L PASS " 3111 Tract 19/Diamond Drive 1251.0 11.7 119.8 92 90 N PASS " 3112 Tract 19 Superpad 1252.0 11.0 121.3 93 90 N PASS 3113 Tract 19 Superpad 1252.0 10.6 121.7 93 90 O PASS " 3114 Tract 19 Superpad 1251.0 10.9 120.6 92 90 O PASS " 3115 Tract 19 Superpad 1253.0 12.1 118.2 91 90 N PASS " 3116 Tract 19 Superpad 1253.0 11.5 119.5 92 90 N PASS " 3117 Tract 19 Superpad 1253.0 11.4 117.6 90 90 N PASS 3118 Tract 19 Superpad 1253.0 11.9 118.7 91 90 N PASS " 3119 F Tract 9/Diamond Drive 1252.0 7.8 109.7 83 90 O FAIL 3119 R Tract 9/Diamond Drive 1252.0 10.6 118.8 90 90 O PASS " 3120 F Tract 18 Superpad 1252.0 5.6 113.1 86 90 O FAIL " 3120 R Tract 18 Superpad 1252.0 10.2 119.7 91 90 O PASS 3121 Tract 18 Superpad 1253.0 10.3 118.3 90 90 O FAIL 3122 Tract 18 Superpad 1252.0 11.7 119.7 91 90 O PASS 3123 Tract 19/Diamond Drive 1253.0 10.8 120.2 91 90 O PASS 3124 Tract 19 Superpad 1253.0 8.2 125.1 91 90 K PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 34 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/17/06 3125 Tract 18 Superpad 1253.0 9.2 124.6 91 90 K PASS " 3126 Tract 18 Superpad 1252.0 7.7 126.6 92 90 K PASS 05/18/06 3135 Tract 18 Superpad 1253.0 7.6 125.1 91 90 K PASS 3136 Tract 18 Superpad 1253.0 7.2 123.7 90 90 K PASS 3137 Tract 18 Superpad 1254.0 8.0 124.0 91 90 K PASS 3138 F* Tract 18 Superpad 1254.0 5.0 123.4 90 90 K FAIL " 3138 R Tract 18 Superpad 1254.0 7.5 125.5 92 90 K PASS " 3139 Tract 18 Superpad 1253.0 11.0 122.7 93 90 O PASS 3140 Tract 18 Superpad 1254.0 10.8 121.5 92 90 O PASS " 3141 F Tract 19 Superpad 1254.0 7.1 109.5 85 90 P FAIL 3141 R Tract 19 Superpad 1254.0 10.2 116.5 91 90 P PASS " 3142 F Tract 19 Superpad 1254.0 5.5 123.0 90 90 K FAIL 3142 R Tract 19 Superpad 1254.0 7.9 123.9 90 90 K PASS " 3143 Tract 18 Street 1254.0 7.5 126.4 92 90 K PASS 3144 Tract 18 Superpad 1254.0 7.0 124.6 91 90 K PASS " 3145 Tract 18 Superpad 1254.0 8.2 125.2 91 90 K PASS " 3146 Tract 18 Superpad 1254.0 12.5 119.4 92 90 N PASS " 3147 Tract 18/Street 1254.0 12.0 120.7 93 90 N PASS " 3148 Tract 19 Superpad 1254.0 12.3 119.0 92 90 N PASS 3149 Tract 19 Superpad 1255.0 11.7 121.3 93 90 N PASS 3150 Tract 19 Superpad 1254.0 12.5 119.6 92 90 N PASS 3151 Tract 20/Diamond 1251.0 11.7 121.8 94 90 L PASS 3152 Tract 15/Lot 32 1253.0 11.5 121.0 94 90 L PASS 3153 Tract 15/Lot 25 1254.0 12.2 119.4 93 90 L PASS 3154 Tract 15/Street 1253.0 12.0 119.8 93 90 L PASS " 3155 Tract 16/Lot 6 1254.0 11.7 122.4 95 90 L PASS " 3156 Tract 22/Lot 33 1252.0 11.3 120.3 93 90 L PASS " 3157 Tract 16/Lot 38 1253.0 11.7 121.5 94 90 L PASS 3158 Tract 16/Lot D 1253.0 11.9 122.2 95 90 L PASS " 3159 Tract 15/Lot 43 1255.0 12.8 122.7 93 90 O PASS 3160 Tract 15/Lot 14 1254.0 12.2 121.3 92 90 O PASS " 3161 Tract 15/Diamond 1251.0 13.2 120.1 91 90 O PASS " 3162 Tract 15/Lot 28 1253.0 12.5 122.4 93 90 O PASS 3163 Tract 16/Lot 17 1253.0 11.9 119.4 91 90 O PASS " 3164 Tract 16/Lot 46 1254.0 12.3 121.8 93 90 O PASS 3165 Tract 16/Lot 10 1253.0 12.7 120.4 92 90 O PASS 3166 Tract 22/Lot 38 1252.0 12.5 123.4 94 90 O PASS 05/19/06 3175 Tract 15/Lot 11 1255.0 12.2 120.6 92 90 O PASS 3176 Tract 15/Lot 35 1255.0 11.8 123.7 94 90 O PASS " 3177 Tract 15/Lot 20 1254.0 12.9 121.4 92 90 O PASS 3178 Tract 15/Diamond 1252.0 11.1 121.9 93 90 O PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 35 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pet) (%) (%) TYPE FAIL 05/19/06 3179 Tract 16/Diamond 1253.0 13.1 124.2 94 90 O PASS " 3180 Tract 16/Lot 44 1255.0 11.7 122.8 93 90 O PASS " 3181 Tract 16/Lot 32 1255.0 12.8 122.1 93 90 O PASS " 3182 Tract 16/Lot 14 1253.0 11.6 120.2 91 90 O PASS 3183 Tract 16/Lot 47 1255.0 12.1 120.1 93 90 P PASS 3184 Tract 16/Lot 5 1255.0 11.8 119.6 93 90 P PASS 3185 Tract 22/Lot 32 1253.0 11.4 122.0 95 90 P PASS 3186 Tract 22/Lot 37 1252.0 12.3 120.7 94 90 P PASS 3187 Tract 15/Lot 16 1255.0 11.9 117.6 92 90 P PASS 3188 F Tract 15/Lot 52 1253.0 13.4 115.2 89 90 P FAIL " 3188 R Tract 15/Lot 52 1253.0 11.6 118.1 92 90 P PASS 3189 Tract 15/Lot 21 1252.0 11.6 118.4 92 90 P PASS 3190 Tract 15/Lot 30 1254.0 11.5 121.9 95 90 P PASS 3191 Tract 18/Diamond 1254.0 9.0 123.3 91 90 M PASS " 3192 Tract 18 Superpad 1255.0 8.7 124.5 92 90 M PASS 3193 Tract 18 Superpad 1255.0 10.2 118.7 90 90 O PASS 3194 Tract 18 Superpad 1255.0 10.5 120.0 91 90 O PASS " 3195 Tract 18 Superpad 1255.0 7.6 124.9 91 90 K PASS 3196 Tract 18 Superpad 1255.0 10.2 120.5 92 90 O PASS 3197 Tract 19 Superpad 1255.0 9.7 116.1 90 90 P PASS 3198 Tract 19 Superpad 1256.0 9.9 116.6 91 90 P PASS " 3199 Tract 16/Lot 21 1255.0 8.8 123.3 91 90 M PASS " 3200 Tract 18 Superpad 1255.0 7.4 125.7 92 90 K PASS 3201 Tract 18/Diamond 1255.0 8.1 124.2 91 90 K PASS 3202 Tract 18 Superpad 1255.0 11.1 117.5 90 90 N PASS 3203 Tract 19/Diamond Drive 1255.0 11.4 118.4 91 90 N PASS 3204 Tract 19/Street 1256.0 9.0 124.0 92 90 M PASS 3205 Tract 19 Superpad 1256.0 8.7 122.7 91 90 M PASS " 3206 Tract 19 Superpad 1256.0 11.7 117.2 90 90 N PASS 05/24/06 3215 Tract 15/Lot 39 1256.0 12.2 119.7 92 90 N PASS " 3216 Tract 15/Lot 34 1255.0 12.6 121.4 93 90 N PASS " 3217 Tract 15/Lot 21 1254.0 11.8 118.9 91 90 N PASS 3218 Tract 21/Diamond 1254.0 12.5 121.1 93 90 N PASS 3219 Tract 16/Lot 20 1256.0 12.8 120.3 93 90 N PASS 3220 Tract 16/Lot 36 1254.0 12.6 120.8 93 90 N PASS 3221 Tract 16/Lot 40 1254.0 13.0 118.3 91 90 N PASS " 3222 Tract 16/Lot 2 1255.0 12.4 121.7 94 90 N PASS 3223 Tract 15/Lot 12 1256.0 11.6 119.8 93 90 P PASS 3224 Tract 15/Lot 37 1256.0 11.4 119.6 93 90 P PASS 3225 Tract 15/Lot 27 1255.0 12.1 119.4 93 90 P PASS 3226 Tract 20/Lot H 1253.0 12.4 118.6 92 90 P PASS " 3227 Tract 22/Diamond 1253.0 11.6 119.2 93 90 P PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 36 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/24/06 3228 Tract 16/Lot 46 1256.0 11.8 119.5 93 90 P PASS 3229 Tract 16/Lot 65 1256.0 12.3 118.3 92 90 P PASS " 3230 Tract 16/Street 1255.0 11.6 120.9 94 90 P PASS 3231 Tract 17/Lot 13 1267.0 11.5 112.5 91 90 E PASS 3232 Tract 17/Lot 20 1265.0 11.6 112.3 91 90 E PASS 3233 Tract 17/Lot 50 1266.0 12.0 112.5 91 90 E PASS 3234 Tract 17/Lot 43 1265.0 12.2 113.4 91 90 E PASS " 3235 Tract 14/Lot 63 1265.0 14.7 114.4 90 90 I PASS " 3236 Tract 14/Lot 12 1266.0 13.7 115.3 91 90 1 PASS " 3237 Tract 14/Lot 5 1266.0 12.3 118.9 92 90 J PASS 3238 Tract 14/Lot 9 1266.0 11.7 119.1 92 90 J PASS 3239 Tract 15/Lot 3 1264.0 9.6 124.2 92 90 M PASS 3240 Tract 15/Lot 7 1264.0 10.1 123.9 92 90 M PASS 3241 Tract 15/Lot 50 1264.0 10.5 122.5 91 90 M PASS " 3242 Tract 15/Lot 47 1263.0 9.9 123.4 91 90 M PASS " 3243 Tract 16/Lot 60 1263.0 8.1 124.1 91 90 K PASS " 3244 Tract 16/Lot 57 1263.0 8.4 125.4 92 90 K PASS " 3245 Tract 16/Lot 28 1263.0 7.2 126.3 92 90 K PASS 3246 Tract 16/Lot 25 1263.0 7.6 125.8 92 90 K PASS 05/25/06 3255 Tract 16/Lot 33 1256.0 12.8 122.3 93 90 O PASS 3256 Tract 16/Lot 12 1254.0 12.2 120.8 92 90 O PASS " 3257 Tract 16/Lot 41 1255.0 12.4 120.5 92 90 O PASS 3258 Tract 16/Lot 7 1255.0 11.8 118.8 90 90 O PASS 3259 Tract 15/Lot 15 1256.0 12.1 123.3 94 90 O PASS 3260 Tract 15/Lot 51 1255.0 12.4 121.7 93 90 O PASS " 3261 Tract 15/Lot 33 1255.0 12.1 122.8 93 90 O PASS 3262 Tract 15/Diamond 1254.0 12.3 122.1 93 90 O PASS " 3263 Tract 16/Lot 37 1255.0 11.4 118.2 92 90 L PASS 3264 Tract 16/Lot 4 1256.0 11.8 119.5 93 90 L PASS 3265 Tract 16/Lot 9 1255.0 11.6 119.2 92 90 L PASS " 3266 Tract 22/L.ot 34 1254.0 11.6 119.6 93 90 L PASS 3267 Tract 15/Lot 10 1256.0 12.1 119.8 93 90 L PASS 3268 Tract 15/Lot 26 1256.0 11.8 121.6 94 90 L PASS 3269 Tract 15/Lot 17 1255.0 11.9 121.1 92 90 O PASS 3270 Tract 15/Lot 30 1255.0 11.6 120.4 92 90 O PASS 3271 Tract 17/Lot 11 1268.0 11.6 114.4 90 90 I PASS " 3272 Tract 17/Lot 24 1268.0 10.9 115.7 91 90 1 PASS 3273 Tract 17/Lot 30 1267.0 11.2 116.0 92 90 I PASS 3274 Tract 17/Lot 38 1266.0 10.7 114.8 91 90 I PASS " 3275 Tract 14/Lot 63 1266.0 9.6 119.4 93 90 P PASS 3276 Tract 14/Lot 11 1267.0 10.2 118.6 92 90 P PASS 3277 Tract 14/Lot 6 1267.0 9.8 120.1 93 90 P PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 37 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pcf) (%) (%) TYPE FAIL 05/25/06 3278 Tract 14/Lot 8 1267.0 10.6 116.3 91 90 P PASS 3279 Tract 15/Lot 4 1266.0 12.4 115.8 90 90 P PASS 3280 Tract 15/Lot 1 1265.0 11.6 116.4 91 90 P PASS " 3281 Tract 15/13P Street 1264.0 11.7 116.2 90 90 P PASS 3282 Tract 15/Lot 45 1264.0 10.4 117.1 91 90 P PASS 3283 Tract 16/Lot 49 1264.0 11.2 125.7 93 90 M PASS " 3284 Tract 16/Lot 22 1264.0 9.2 123.1 91 90 M PASS " 3285 Tract 16/Lot 55 1264.0 10.3 126.3 94 90 M PASS It 3286 Tract 16/Lot 24 1264.0 10.9 124.5 92 90 M PASS 05/26/06 3295 Tract 16/Lot 18 1256.0 12.6 119.2 94 90 I PASS 3296 Tract 16/Lot 45 1257.0 12.2 118.7 94 90 I PASS 3297 Tract 16/Lot 64 1257.0 12.0 121.3 94 90 L PASS " 3298 Tract 16/Lot 39 1256.0 11.4 120.5 93 90 L PASS 3299 F Tract 15/Lot 41 1257.0 13.3 115.6 89 90 L FAIL " 3299 R Tract 15/Lot 41 1257.0 11.8 120.2 93 90 L PASS 3300 Tract 15/Lot 19 1256.0 12.1 118.7 92 90 L PASS 3301 Tract 15/Lot 29 1256.0 12.0 118.3 92 90 L PASS 3302 Tract 21/Lot I 1255.0 11.6 121.2 94 90 L PASS 3303 Tract 16/Lot 34 1257.0 12.8 116.7 92 90 I PASS " 3304 Tract 16/Lot 1 1256.0 13.1 118.2 93 90 I PASS " 3305 Tract 16/Lot 11 1256.0 12.4 118.6 94 90 I PASS " 3306 Tract 22/Lot 31 1255.0 12.6 116.4 92 90 I PASS 3307 Tract 15/Street 1258.0 13.3 119.5 94 90 I PASS 3308 Tract 15/Lot 10 1257.0 12.2 117.9 93 90 1 PASS 3309 Tract 15/Lot 24 1257.0 12.6 118.5 94 90 I PASS 3310 Tract 15/Lot 20 1256.0 13.0 119.9 95 90 I PASS 3311 Tract 17/Lot 26 1268.0 11.8 112.2 90 90 E PASS " 3312 Tract 17/Lot 51 1267.0 11.7 113.4 91 90 E PASS 3313 Tract 14/Lot 14 1268.0 12.5 112.8 91 90 E PASS " 3314 Tract 14/Lot 7 1268.0 13.3 114.1 92 90 E PASS 3315 Tract 15/Lot 3 1267.0 11.9 113.6 92 90 E PASS 3316 Tract 15/Lot 9 1265.0 13.4 111.9 90 90 E PASS 3317 Tract 16/Lot 61 1265.0 12.7 113.8 92 90 E PASS 3318 Tract 16/Lot 59 1265.0 15.8 112.4 91 90 E PASS 3319 Tract 17/Lot 17 1266.0 11.5 115.6 91 90 I PASS 3320 Tract 17/Lot 46 1266.0 10.9 116.0 92 90 I PASS " 3321 Tract 14/Lot 1 1267.0 12.3 114.9 91 90 I PASS " 3322 Tract 14/Lot 10 1268.0 11.2 115.1 91 90 I PASS " 3323 Tract 15/Lot 50 1266.0 14.2 112.4 91 90 E PASS 3324 Tract 15/Lot 46 1265.0 15.6 112.2 90 90 E PASS " 3325 Tract 16/Lot 53 1265.0 12.0 115.3 93 90 E PASS 3326 Tract 16/Lot 56 1265.0 13.5 113.7 92 90 E PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 38 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/30/06 3335 Tract 16/Lot 16 1256.0 10.8 124.3 92 90 M PASS 3336 Tract 16/Lot 32 1258.0 10.6 122.4 91 90 M PASS " 3337 Tract 16/Lot 10 1257.0 11.3 125.6 93 90 M PASS 3338 Tract 16/Street 1256.0 11.0 125.1 93 90 M PASS 3339 Tract 21/Diamond 1256.0 10.4 123.9 92 90 M PASS " 3340 Tract 15/Lot 34 1257.0 11.0 125.4 93 90 M PASS " 3341 Tract 15/Lot 40 1258.0 10.7 124.8 92 90 M PASS 3342 Tract 15/Lot 13 1257.0 10.9 124.1 92 90 M PASS 3343 Tract 16/Lot 17 1257.0 11.3 125.3 93 90 M PASS 3344 Tract 16/Lot 44 1258.0 10.6 127.2 94 90 M PASS 3345 Tract 16/Lot 8 1257.0 11.0 126.4 94 90 M PASS 3346 Tract 16/Lot 3 1257.0 11.1 126.9 94 90 M PASS 3347 Tract 15/Lot 43 1258.0 11.4 124.2 92 90 M PASS " 3348 Tract 15/Lot 25 1258.0 10.9 126.1 93 90 M PASS 3349 Tract 15/Lot 18 1259.0 10.5 125.5 93 90 M PASS 3350 Tract 15/Lot 52 1256.0 10.9 125.9 93 90 M PASS 3351 Tract 16/Lot 25 1266.0 11.3 121.6 92 90 O PASS 3352 Tract 16/Lot 53 1266.0 12.0 123.7 94 90 O PASS 3353 Tract 16/Lot 62 1266.0 12.2 119.7 91 90 O PASS 3354 Tract 16/Lot 28 1266.0 10.9 120.8 92 90 O PASS " 3355 Tract 15/Lot 4 1268.0 14.0 117.1 90 90 N PASS " 3356 Tract 15/Lot 8 1266.0 11.8 119.5 92 90 N PASS 3357 Tract 15/Lot 2 1267.0 12.8 118.6 91 90 N PASS 3358 Tract 15/Lot 47 1266.0 13.4 117.5 90 90 N PASS " 3359 Tract 16/Lot 23 1267.0 11.1 117.9 91 90 N PASS 3360 Tract 16/Lot 29 1267.0 10.5 118.8 91 90 N PASS 3361 Tract 18 1256.0 10.8 117.9 91 90 N PASS " 3362 Tract 18 1256.0 11.2 118.4 91 90 N PASS 3363 Tract 18 1256.0 10.4 120.0 91 90 O PASS " 3364 Tract 18 1256.0 10.2 120.7 92 90 O PASS 3365 Tract 19 1256.0 10.9 122.8 93 90 O PASS " 3366 Tract 19 1256.0 11.1 119.7 91 90 O PASS 05/31/06 3375 Tract 20/Lot 55 1242.0 11.7 120.8 94 90 P PASS it 3376 Tract 20/Lot 48 1243.0 12.1 117.3 91 90 P PASS of 3377 Tract 20/Lot 23 1243.0 11.9 119.4 93 90 P PASS " 3378 Tract 20/Lot 41 1243.0 11.4 119.0 93 90 P PASS " 3379 Tract 20/Lot 16 1243.0 12.0 117.9 92 90 P PASS " 3380 Tract 20/Lot 36 1243.0 12.4 118.5 92 90 P PASS " 3381 Tract 20/DK Street 1243.0 11.6 120.6 94 90 P PASS " 3382 Tract 20/Lot 51 1243.0 11.9 118.2 92 90 P PASS 3383 Tract 21/Lot 9 1243.0 13.3 113.8 92 90 E PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 39 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/31/06 3384 Tract 21/Lot 22 1242.0 13.8 116.2 94 90 E PASS " 3385 Tract 21/Lot 44 1242.0 13.5 115.9 93 90 E PASS 3386 Tract 23/Lot 23 1242.0 13.8 112.9 91 90 E PASS " 3387 Tract 21/Lot 15 1243.0 12.9 114.5 92 90 E PASS " 3388 Tract 21/Lot 25 1243.0 13.7 116.6 94 90 E PASS 3389 Tract 21/L,ot 49 1244.0 13.5 116.0 94 90 E PASS 3390 Tract 21/Lot 33 1243.0 13.8 114.9 93 90 E PASS 3391 Tract 22/Lot 39 1257.0 11.4 122.3 91 90 M PASS " 3392 Tract 16/Lot 35 1258.0 11.0 124.5 92 90 M PASS 3393 Tract 16/Lot 46 1259.0 10.2 123.6 92 90 M PASS " 3394 Tract 16/Lot 64 1258.0 10.8 124.4 92 90 M PASS " 3395 Tract 15/Lot 12 1258.0 12.8 118.8 91 90 N PASS " 3396 Tract 15/Lot 36 1259.0 12.0 117.9 91 90 N PASS " 3397 Tract 15/Lot 20 1257.0 11.8 118.9 91 90 N PASS 3398 Tract 15/Lot 29 1257.0 10.5 119.2 92 90 N PASS 3399 Tract 16/Lot 20 1259.0 8.6 126.4 94 90 M PASS 3400 Tract 16/Lot 48 1259.0 8.6 125.3 93 90 M PASS 3401 Tract 16/Lot 14 1257.0 9.3 124.2 92 90 M PASS " 3402 Tract 16/Lot 6 1257.0 9.0 122.0 90 90 M PASS " 3403 Tract 15/Lot 42 1259.0 9.4 123.9 92 90 M PASS 3404 Tract 15/Lot 14 1259.0 8.9 124.4 92 90 M PASS " 3405 Tract 15/Lot 18 1258.0 10.5 122.8 91 90 M PASS 3406 Tract 15/Lot 31 1257.0 11.2 121.7 90 90 M PASS 06/01/06 3415 Tract 20/130 Street 1244.0 12.4 122.3 93 90 O PASS 3416 Tract 20/Lot 20 1244.0 12.0 123.6 94 90 O PASS " 3417 Tract 20/Lot 18 1244.0 11.8 120.4 92 90 O PASS " 3418 Tract 20/Lot 53 1244.0 12.4 121.7 93 90 O PASS 3419 Tract 21/Lot 12 1243.0 12.1 121.1 92 90 O PASS " 3420 Tract 21/Lot 19 1243.0 12.3 120.7 93 90 J PASS " 3421 Tract 21/Lot 27 1243.0 12.8 120.0 93 90 J PASS 3422 Tract 21/Lot 35 1244.0 12.4 122.3 94 90 J PASS " 3423 Tract 20/Lot 14 1244.0 12.6 121.3 92 90 O PASS " 3424 Tract 20/Lot 45 1244.0 12.1 123.4 94 90 O PASS 3425 Tract 20/Lot 28 1244.0 12.8 120.6 92 90 O PASS 3426 Tract 20/Lot 57 1244.0 12.2 120.1 91 90 O PASS 3427 Tract 21/Street 1244.0 11.9 122.5 93 90 O PASS 3428 Tract 21/Lot 42 1244.0 12.2 123.8 94 90 O PASS 3429 Tract 21/Lot 30 1244.0 12.6 121.2 92 90 O PASS 3430 Tract 23/Lot 21 1244.0 12.3 121.8 93 90 O PASS 3431 Tract 15/Lot 44 1260.0 13.1 118.0 91 90 N PASS 3432 Tract 15/Lot 15 1260.0 13.0 118.2 91 90 N PASS " 3433 Tract 15/Lot 28 1258.0 11.8 119.3 92 90 N PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 40 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION 00 (%) (Pet) (%) (%) TYPE FAIL 06/01/06 3434 Tract 21/Lot 6 1257.0 12.3 120.5 93 90 N PASS 3435 Tract 16/Lot 5 1258.0 8.6 127.3 94 90 M PASS 3436 Tract 16/Lot 47 1260.0 7.9 124.6 92 90 M PASS 3437 Tract 16/Lot 32 1260.0 7.2 124.3 92 90 M PASS 3438 Tract 16/Lot 15 1258.0 8.4 124.8 92 90 M PASS 3439 Tract 16/Lot 33 1260.0 7.2 124.2 92 90 M PASS 3440 Tract 16/Lot 13 1259.0 7.9 125.0 93 90 M PASS " 3441 Tract 16/Diamond Drive 1258.0 8.5 124.3 92 90 M PASS 3442 Tract 16/Lot 2 1258.0 7.1 126.1 93 90 M PASS 3443 Tract 15/Lot 41 1260.0 12.2 119.9 92 90 N PASS 3444 Tract 15/Lot 35 1260.0 10.5 119.1 92 90 N PASS 3445 Tract 15/Lot 25 1259.0 13.2 120.9 93 90 N PASS 3446 Tract 15/Lot 51 1259.0 11.4 118.6 91 90 N PASS 06/02/06 3455 Tract 20/Slope 1245.0 11.8 122.6 94 90 R PASS 3456 Tract 20/Lot 25 1245.0 11.3 119.3 91 90 R PASS " 3457 Tract 20/DM Street 1245.0 12.1 118.6 91 90 R PASS 3458 F* Tract 20/Lot 54 1245.0 9.1 118.0 90 90 R FAIL 3458 R Tract 20/Lot 54 1245.0 11.6 120.9 93 90 R PASS 3459 Tract 21/Lot 17 1244.0 11.8 121.3 93 90 R PASS " 3460 Tract 21/Lot 40 1245.0 12.3 120.7 92 90 R PASS " 3461 Tract 21/Lot 37 1245.0 11.9 118.1 92 90 P PASS 3462 Tract 23/Slope 1245.0 11.6 121.0 94 90 P PASS 3463 Tract 20/Lot 42 1245.0 12.9 119.5 93 90 P PASS 3464 Tract 20/Lot 27 1245.0 12.3 119.0 93 90 P PASS 3465 Tract 20/Lot 17 1245.0 11.8 121.1 94 90 P PASS 3466 Tract 20/Lot 56 1245.0 11.9 117.4 91 90 P PASS " 3467 Tract 21/Lot 8 1245.0 11.1 117.0 91 90 P PASS 3468 Tract 21/Lot 38 1245.0 11.6 117.5 91 90 P PASS " 3469 F Tract 21/L,ot 46 1245.0 12.3 114.7 89 90 P FAIL 3469 R Tract 21/Lot 46 1245.0 11.9 119.4 93 90 P PASS 3470 Tract 23/Lot 20 1245.0 11.6 118.4 92 90 P PASS 3471 F Tract 16/Lot 31 1261.0 10.9 116.4 89 90 N FAIL 3471 R Tract 16/Lot 31 1261.0 11.2 118.4 91 90 N PASS 3472 F Tract 16/Lot 36 1260.0 12.2 116.9 89 90 N FAIL " 3472 R Tract 16/Lot 36 1260.0 11.7 118.9 91 90 N PASS 3473 Tract 16/Lot 38 1259.0 9.7 119.3 92 90 L PASS 3474 Tract 16/Lot 8 1259.0 9.9 118.8 92 90 L PASS 3475 Tract 15/Lot 11 1261.0 15.6 117.5 90 90 N PASS " 3476 Tract 15/Lot 38 1260.0 13.5 117.9 91 90 N PASS " 3477 Tract 15/Lot 33 1261.0 12.3 118.1 91 90 N PASS 3478 Tract 15/Lot 23 1260.0 11.7 118.5 91 90 N PASS 3479 Tract 16/Lot 18 1261.0 11.9 118.0 91 90 N PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 41 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pet) (%) (%) TYPE FAIL 06/02/06 3480 Tract 16/Lot 12 1260.0 12.8 118.2 91 90 N PASS " 3481 Tract 16/Lot 48 1261.0 7.6 127.3 93 90 K PASS 3482 Tract 16/Lot 1 1260.0 7.9 124.6 91 90 K PASS 3483 Tract 15/Lot 40 1261.0 8.2 124.1 91 90 K PASS 3484 Tract 15/Lot 16 1261.0 7.4 125.8 92 90 K PASS " 3485 Tract 15/Lot 27 1261.0 12.4 119.1 91 90 O PASS 3486 Tract 15/Lot 21 1260.0 10.7 119.9 91 90 O PASS 06/05/06 3495 Tract 20/Lot 33 1245.0 11.1 120.1 93 90 L PASS it 3496 Tract 20/Lot 11 1245.0 12.2 117.8 91 90 L PASS to 3497 Tract 20/Lot 21 1245.0 11.6 119.5 93 90 L PASS " 3498 Tract 20/Lot 50 1245.0 11.8 119.1 92 90 L PASS " 3499 Tract 21/Lot 13 1245.0 11.4 120.7 94 90 L PASS 3500 Tract 21/Lot 23 1245.0 12.0 117.5 91 90 L PASS 3501 F Tract 21/Lot 47 1245.0 12.3 115.6 89 90 L FAIL 3501 R Tract 21/Lot 47 1245.0 11.9 118.7 92 90 L PASS " 3502 Tract 21/Street 1245.0 11.7 118.4 92 90 L PASS 3503 Tract 20/Slope 1245.0 11.8 121.3 93 90 N PASS " 3504 Tract 20/Lot 39 1245.0 11.5 120.6 93 90 N PASS 3505 Tract 20/Lot 8 1245.0 12.6 121.8 94 90 N PASS " 3506 Tract 20/Lot 19 1245.0 12.9 119.4 92 90 N PASS " 3507 Tract 21/Lot 39 1245.0 12.3 121.0 93 90 N PASS 3508 Tract 21/Lot 18 1245.0 12.7 119.2 92 90 N PASS 3509 Tract 21/Lot 53 1245.0 12.1 121.3 93 90 N PASS " 3510 Tract 23/Lot 25 1245.0 12.9 118.7 91 90 N PASS " 3511 Tract 16/Lot 32 1262.0 11.5 120.0 91 90 O PASS 3512 Tract 16/Lot 17 1262.0 11.1 122.5 93 90 O PASS 3513 Tract 16/Lot 43 1261.0 13.2 118.8 91 90 N PASS " 3514 Tract 16/Lot 7 1260.0 12.4 117.8 91 90 N PASS 3515 Tract 15/Lot 13 1262.0 7.6 127.2 93 90 K PASS 3516 Tract 15/Lot 36 1262.0 7.6 126.1 92 90 K PASS 3517 Tract 15/Lot 24 1261.0 11.0 119.0 90 90 O PASS " 3518 Tract 15/Lot 19 1261.0 10.4 119.9 91 90 O PASS 3519 Tract 16/Lot 19 1263.0 10.6 120.3 91 90 O PASS 3520 Tract 16/Lot 14 1262.0 11.3 122.4 93 90 O PASS 3521 Tract 16/Lot 41 1262.0 12.6 119.1 91 90 O PASS 3522 Tract 16/Lot 9 1261.0 10.8 120.0 91 90 O PASS 3523 Tract 15/Lot 12 1263.0 12.2 117.2 90 90 N PASS 3524 Tract 15/Lot 39 1263.0 11.2 119.5 92 90 N PASS 3525 Tract 15/Lot 32 1262.0 11.6 118.4 91 90 N PASS " 3526 Tract 15/Lot 22 1262.0 12.7 117.8 91 90 N PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 42 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pcf) (%) (%) TYPE FAIL 06/06/06 3535 Tract 20/Lot 37 1246.0 11.8 119.2 91 90 S PASS 3536 Tract 20/Lot 10 1246.0 12.2 122.7 94 90 S PASS 3537 Tract 20/Lot 59 1246.0 12.0 119.9 92 90 S PASS " 3538 Tract 20/Lot 54 1246.0 11.9 120.5 92 90 S PASS " 3539 Tract 21/Lot 11 1246.0 12.6 118.4 90 90 S PASS 3540 Tract 21/Lot 41 1246.0 11.8 117.2 91 90 P PASS 3541 Tract 21/Lot 26 1246.0 11.7 117.8 92 90 P PASS 3542 Tract 23/Lot 19 1246.0 11.4 118.6 92 90 P PASS 3543 Tract 20/Lot 34 1246.0 12.4 116.4 91 90 P PASS " 3544 F Tract 20/Lot 15 1246.0 12.8 115.2 89 90 P FAIL " 3544 R Tract 20/Lot 15 1246.0 11.6 119.7 93 90 P PASS " 3545 Tract 23/Lot 22 1246.0 11.8 119.6 93 90 P PASS " 3546 Tract 20/Slope 1246.0 11.5 121.3 94 90 P PASS to 3547 Tract 21/Lot 52 1246.0 12.2 116.9 91 90 P PASS It 3548 Tract 21/Lot 20 1246.0 11.5 120.1 93 90 P PASS 3549 Tract 21/Lot 28 1246.0 11.8 119.7 93 90 P PASS 3550 Tract 23/Lot 22 1246.0 11.4 121.6 95 90 P PASS 3551 Tract 20/Lot 38 1246.0 11.8 122.6 94 90 R PASS 3552 Tract 20/Lot 46 1246.0 12.4 119.4 91 90 R PASS " 3553 Tract 20/Lot 30 1246.0 11.6 121.8 93 90 R PASS 3554 Tract 20/Lot 58 1246.0 11.8 121.1 93 90 R PASS " 3555 Tract 22/Lot 10 1246.0 11.4 122.5 94 90 R PASS " 3556 Tract 21/Lot 21 1246.0 12.3 118.3 91 90 R PASS 3557 Tract 21/Lot 28 1246.0 11.9 119.7 92 90 R PASS 3558 Tract 23/Lot 18 1246.0 12.1 119.2 91 90 R PASS 06/07/06 3575 Tract 20/Lot 35 1247.0 11.8 120.7 92 90 O PASS 3576 Tract 20/Lot 9 1247.0 12.6 121.3 92 90 O PASS 3577 Tract 20/Lot 40 1247.0 12.9 119.6 91 90 O PASS 3578 Tract 20/Lot 47 1247.0 11.9 120.3 91 90 O PASS " 3579 Tract 2 not 51 1247.0 12.3 119.1 91 90 O PASS 3580 F Tract 21/Lot 43 1247.0 13.4 117.4 89 90 O FAIL " 3580 R Tract 21/Lot 43 1247.0 12.3 121.2 92 90 O PASS 3581 Tract 21/Lot 34 1247.0 12.0 120.9 92 90 O PASS 3582 Tract 23/Street 1247.0 12.4 122.3 93 90 O PASS " 3583 Tract 16/Lot 35 1247.0 10.2 126.2 94 90 Q PASS 3584 Tract 16/Lot 11 1247.0 10.0 125.5 93 90 Q PASS 3585 Tract 16/Lot 65 1247.0 11.1 123.1 92 90 Q PASS " 3586 Tract 16/Lot 4 1247.0 10.8 124.6 93 90 Q PASS " 3587 Tract 15/Lot 34 1247.0 11.0 122.9 91 90 Q PASS 3588 Tract 15/Lot 29 1247.0 12.4 120.3 91 90 O PASS " 3589 Tract 15/Lot 17 1247.0 12.1 122.6 93 90 O PASS 3590 Tract 15/Lot 51 1247.0 12.4 122.2 93 90 O PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 43 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 06/07/06 3591 Tract 20/Lot 12 1247.0 10.7 125.8 94 90 Q PASS " 3592 Tract 20/Lot 44 1247.0 10.2 123.7 92 90 Q PASS 3593 Tract 20/Lot 7 1247.0 11.3 123.0 91 90 Q PASS 3594 Tract 20/Lot 52 1247.0 10.8 123.5 92 90 Q PASS " 3595 Tract 21/Lot 14 1247.0 11.1 122.2 91 90 Q PASS 3596 Tract 21/Lot 24 1247.0 10.6 124.8 93 90 Q PASS 3597 Tract 21/Lot 45 1247.0 10.9 123.9 92 90 Q PASS 3598 Tract 21/Lot 31 1247.0 10.4 125.3 93 90 Q PASS 06/08/06 3615 Tract 21/Lot 16 1248.0 11.9 118.9 92 90 L PASS to 3616 Tract 21/Lot 50 1248.0 11.6 121.4 94 90 L PASS " 3617 Tract 21/Lot 36 1248.0 11.8 121.9 94 90 L PASS " 3618 Tract 21/Lot 32 1248.0 12.0 119.5 93 90 L PASS 3619 Tract 20/Slope 1248.0 11.4 121.5 94 90 L PASS 3620 Tract 20/Lot 29 1248.0 12.1 122.1 95 90 L PASS " 3621 Tract 20/Lot 24 1248.0 11.8 119.8 93 90 L PASS 3622 Tract 20/Lot 35 1248.0 11.4 120.4 93 90 L PASS 3623 Tract 16/Lot 47 1264.0 11.8 119.2 91 90 R PASS 3624 Tract 16/Lot 37 1264.0 11.5 122.7 94 90 R PASS 3625 Tract 16/Lot 42 1264.0 11.5 122.4 94 90 R PASS 3626 Tract 16/Lot 6 1264.0 12.1 120.3 92 90 R PASS " 3626 Tract 16/Lot 6 1264.0 12.1 120.3 92 90 R PASS 3627 Tract 15/Lot 10 1264.0 11.9 121.9 93 90 R PASS 3628 Tract 15/Lot 37 1264.0 12.2 120.6 92 90 R PASS " 3629 Tract 15/Lot 26 1264.0 11.6 122.8 94 90 R PASS " 3630 Tract 15/Lot 30 1264.0 11.8 121.6 93 90 R PASS 3631 Tract 20/Lot 13 1248.0 11.5 120.5 92 90 S PASS 3632 Tract 20/Lot 43 1248.0 11.9 123.1 94 90 S PASS 3633 Tract 20/Lot 26 1248.0 12.4 121.6 93 90 S PASS " 3634 Tract 20/Lot 52 1248.0 12.0 121.2 93 90 S PASS " 3635 Tract 21/Lot 8 1248.0 12.3 120.9 93 90 R PASS " 3636 Tract 21/Lot 55 1248.0 11.8 123.7 95 90 R PASS 3637 Tract 21/Lot 48 1248.0 12.5 119.4 91 90 R PASS " 3638 Tract 23/Lot 24 1248.0 12.1 121.8 93 90 R PASS 3647 Tract 9/Lot 17 1253.0 11.5 121.4 94 90 L PASS " 3648 Tract 9/Lot 12 1253.0 12.2 119.6 93 90 L PASS 3649 Tract 10/Lot 35 1249.0 12.3 120.6 93 90 L PASS 3650 Tract 10/Lot 45 1249.0 11.7 118.2 92 90 L PASS " 3651 Tract 10/Lot 59 1249.0 11.3 120.6 93 90 L PASS " 3652 Tract 10/Lot 29 1249.0 12.4 119.8 93 90 L PASS 3653 Tract 10/Lot 3 1249.0 10.8 117.2 91 90 P PASS 3654 Tract 10/Lot 14 1249.0 11.5 118.4 92 90 P PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 44 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 06/09/06 3655 Tract 16/Lot 21 1265.0 10.7 118.4 91 90 N PASS 3656 Tract 16/Lot 48 1265.0 12.1 117.7 91 90 N PASS " 3657 Tract 16/Lot 16 1265.0 10.6 118.1 91 90 N PASS 3658 Tract 16/Lot 10 1265.0 11.8 117.7 91 90 N PASS 3659 F Tract 15/Lot 43 1265.0 15.8 115.4 89 90 N FAIL 3659 R Tract 15/Lot 43 1265.0 13.4 117.9 91 90 N PASS " 3660 Tract 15/Lot 15 1265.0 12.5 118.8 91 90 N PASS 3661 Tract 15/Lot 28 1265.0 12.3 117.1 90 90 N PASS 3662 Tract 15/Lot 52 1264.0 12.1 118.0 91 90 N PASS 3663 Tract 16/Lot 20 1266.0 10.2 116.4 91 90 P PASS " 3664 Tract 16/Lot 47 1266.0 12.1 115.7 90 90 P PASS 3665 Tract 16/Lot 39 1266.0 11.4 116.9 91 90 P PASS 3666 Tract 16/Lot 2 1266.0 10.9 115.9 90 90 P PASS 3667 Tract 15/Lot 14 1266.0 12.2 119.1 91 90 O PASS 3668 Tract 15/Lot 36 1266.0 11.8 120.6 92 90 O PASS " 3669 Tract 15/Lot 29 1266.0 11.5 121.2 92 90 O PASS 3670 Tract 15/Lot 20 1265.0 12.7 119.3 91 90 O PASS 3671 Tract 9/Lot 22 1253.0 11.4 119.7 93 90 P PASS " 3672 Tract 9/Lot 8 1253.0 11.7 121.3 94 90 P PASS " 3673 Tract 10/Lot 41 1250.0 12.2 120.6 94 90 P PASS " 3674 Tract 10/Lot 51 1250.0 12.5 117.2 91 90 P PASS 3675 Tract 10/Lot 1 1250.0 10.8 119.5 93 90 P PASS 3676 Tract 10/L,ot 26 1250.0 11.3 118.3 92 90 P PASS " 3677 Tract 10/Lot 5 1250.0 11.6 119.7 93 90 P PASS " 3678 Tract 10/Lot 11 1250.0 12.5 120.4 94 90 P PASS 3680 Tract 8/C Street 1254.0 11.6 119.5 93 90 L PASS 3681 Tract 9/Lot 15 1254.0 11.8 117.7 91 90 L PASS 3682 Tract 9/Lot 9 1254.0 12.2 120.6 93 90 L PASS " 3683 Tract 10/Lot 43 1251.0 11.4 118.7 92 90 P PASS 3684 Tract 10/Lot 63 1251.0 11.6 120.3 94 90 P PASS 3685 Tract 10/Lot 21 1251.0 10.8 119.5 93 90 P PASS 3686 Tract 10/Lot 53 1251.0 12.2 117.8 92 90 P PASS 06/12/06 3687 Tract 20/DL Street 1249.0 12.9 121.2 92 90 O PASS " 3688 Tract 20/Lot 37 1249.0 12.6 122.6 93 90 O PASS 3689 Tract 20/Lot 49 1249.0 11.9 121.8 93 90 O PASS " 3690 Tract 20/Lot 56 1249.0 12.3 122.9 93 90 O PASS 3691 Tract 21/Lot 13 1249.0 12.8 120.6 92 90 O PASS 3692 Tract 21/Lot 18 1249.0 12.1 123.4 94 90 O PASS 3693 Tract 21/Lot 29 1249.0 12.4 121.5 92 90 O PASS 3694 Tract 23/Lot 23 1249.0 12.6 121.1 92 90 O PASS 3695 Tract 20/Lot 60 1249.0 12.1 122.7 94 90 R PASS 3696 Tract 20/Lot 17 1249.0 12.4 118.4 91 90 R PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 45 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 06/12/06 3697 Tract 20/Lot 13 1249.0 12.8 116.6 89 90 R FAIL 3698 Tract 20/DN Street 1249.0 11.9 120.3 92 90 R PASS 3699 Tract 21/Lot 10 1249.0 11.5 120.9 93 90 R PASS 3700 Tract 21/Lot 54 1249.0 11.8 122.1 93 90 R PASS " 3701 Tract 21/Lot 47 1249.0 12.1 119.8 92 90 R PASS 3702 Tract 23/Lot 21 1249.0 12.0 118.5 91 90 R PASS " 3703 Tract 16/Lot 46 1267.0 11.3 120.3 94 90 P PASS 3704 Tract 16/Lot 40 1267.0 11.7 118.4 92 90 P PASS 3705 Tract 16/Lot 11 1267.0 11.5 118.9 93 90 P PASS 3706 Tract 16/Lot 17 1267.0 11.9 120.6 94 90 P PASS 3707 Tract 16/Lot 31 1268.0 12.3 117.3 91 90 P PASS 3708 Tract 16/Lot 34 1268.0 11.6 119.2 93 90 P PASS 3709 Tract 16/Lot 16 1269.0 11.8 120.5 94 90 P PASS " 3710 Tract 16/Lot 35 1269.0 11.2 119.6 93 90 P PASS 06/13/06 3727 Tract 20/Lot 36 1249.0 11.3 121.6 94 90 L PASS 3728 Tract 20/Lot 10 1249.0 11.8 120.2 93 90 L PASS 3729 Tract 20/Lot 58 1249.0 11.6 120.8 94 90 L PASS " 3730 Tract 20/Lot 20 1249.0 11.9 122.4 95 90 L PASS " 3731 Tract 21/DH Street 1249.0 11.1 119.6 93 90 P PASS 3732 Tract 21/Lot 35 1249.0 11.7 121.3 94 90 P PASS 3733 Tract 21/Lot 30 1249.0 11.5 121.0 94 90 P PASS 3734 Tract 21/Lot 23 1249.0 11.8 120.4 94 90 P PASS 3735 Tract 20/Lot 33 1250.0 11.9 119.5 93 90 P PASS 3736 Tract 20/Lot 9 1250.0 11.6 121.1 94 90 P PASS 3737 Tract 20/Lot 53 1250.0 11.2 121.8 95 90 P PASS 3738 Tract 20/Lot 28 1250.0 11.8 120.5 94 90 P PASS 3739 Tract 21/Lot 9 1250.0 12.4 121.5 95 90 P PASS " 3740 Tract 21/Lot 49 1250.0 12.1 119.9 93 90 P PASS 3741 Tract 21/Lot 37 1250.0 12.6 118.3 92 90 P PASS 3742 Tract 21/Lot 32 1250.0 12.0 119.4 93 90 P PASS 3743 Tract 20/Lot 42 1250.0 10.6 124.9 93 90 Q PASS 3744 Tract 20/Lot 23 1250.0 11.1 122.6 91 90 Q PASS 3745 Tract 20/Lot 16 1250.0 10.2 125.8 94 90 Q PASS 3746 Tract 20/Lot 57 1250.0 10.4 125.1 93 90 Q PASS " 3747 Tract 21/Lot 15 1250.0 10.1 123.6 92 90 Q PASS 3748 Tract 21/Lot 38 1250.0 10.5 123.1 92 90 Q PASS 3749 Tract 21/Lot 53 1250.0 9.8 125.4 93 90 Q PASS 3750 Tract 21/13 Street 1250.0 10.6 124.6 93 90 Q PASS 3751 Tract 9BW Street 1254.0 12.4 119.3 92 90 L PASS 3752 Tract 9/Lot 24 1254.0 11.7 121.5 94 90 L PASS 3753 Tract 10/Lot 49 1252.0 11.8 120.7 94 90 L PASS " 3754 Tract 10/Lot 23 1252.0 12.2 118.6 92 90 L PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FIG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 46 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 06/13/06 3755 Tract 7/Lot 1 1261.0 11.6 121.3 94 90 P PASS 3756 Tract 7/Lot 6 1261.0 10.8 119.2 93 90 P PASS " 3759 Tract 9/Lot 49 1254.0 11.3 120.4 94 90 P PASS 3760 Tract 10/Lot 38 1252.0 11.7 119.6 93 90 P PASS " 3761 Tract 10/Lot 60 1252.0 12.5 119.2 93 90 P PASS 3762 Tract 10/Lot 8 1252.0 10.8 117.4 91 90 P PASS 06/14/06 3767 Tract 20/Lot 41 1251.0 11.0 121.4 93 90 T PASS " 3768 Tract 20/Lot 14 1251.0 11.4 119.2 91 90 T PASS " 3769 Tract 20/Lot 18 1251.0 11.7 120.6 92 90 T PASS 3770 Tract 20/Lot 35 1251.0 12.2 116.5 89 90 T FAIL " 3771 Tract 21/Lot 39 1251.0 11.4 121.9 93 90 T PASS " 3772 Tract 21/DI Street 1251.0 11.6 121.1 93 90 T PASS " 3773 Tract 21/Lot 34 1251.0 11.8 122.2 94 90 R PASS " 3774 Tract 23/Lot 25 1251.0 11.1 120.3 92 90 R PASS " 3775 Tract 20/Lot 40 1251.0 11.6 121.5 93 90 R PASS 3776 Tract 20/Lot 27 1251.0 11.9 123.2 94 90 R PASS " 3777 Tract 20/Lot 34 1251.0 11.1 121.1 93 90 R PASS 3778 Tract 20/Lot 7 1251.0 12.2 118.8 91 90 R PASS 3779 Tract 21/Lot 17 1251.0 11.8 121.7 93 90 R PASS 3780 Tract 21/Lot 42 1251.0 12.1 119.4 91 90 R PASS 3781 Tract 21/Lot 51 1251.0 11.6 122.3 94 90 R PASS " 3782 Tract 21/Lot 36 1251.0 11.1 121.5 93 90 R PASS 3783 Tract 20/Lot 39 1251.0 12.8 120.4 93 90 N PASS 3784 Tract 20/Lot 11 1251.0 12.6 121.8 94 90 N PASS " 3785 Tract 20/Lot 22 1251.0 12.9 119.4 92 90 N PASS 3786 Tract 20/Lot 51 1251.0 12.4 118.6 91 90 N PASS 3787 Tract 21/Lot 9 1251.0 13.2 120.8 93 90 N PASS " 3788 Tract 21/Lot 54 1251.0 13.0 121 A 93 90 N PASS 3789 Tract 21/Lot 33 1251.0 12.6 122.5 94 90 N PASS 3790 Tract 23/Lot 18 1251.0 12.9 120.2 92 90 N PASS 3791 Tract 9/Lot 16 1255.0 11.6 119.5 92 90 R PASS " 3792 Tract 10/Lot 42 1253.0 11.5 121.3 93 90 R PASS " 3793 Tract 10/Lot 32 1253.0 10.8 120.7 92 90 R PASS 3794 Tract 10/Lot 17 1253.0 12.2 122.6 94 90 R PASS 3799 Tract 9/Lot 21 1255.0 12.3 118.4 92 90 P PASS 3800 Tract 10/Lot 37 1253.0 11.7 121.2 94 90 P PASS " 3801 Tract 10/Lot 47 1253.0 11.8 119.7 93 90 P PASS 3802 Tract 10/Lot 20 1253.0 12.4 119.8 92 90 R PASS 06/15/06 3807 Tract20/Slope 1252.0 11.9 122.7 94 90 R PASS 3808 Tract 20/Lot 46 1252.0 11.3 120.4 92 90 R PASS " 3809 Tract 20/Lot 19 1252.0 11.5 120.7 92 90 R PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 47 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pet) (%) (%) TYPE FAIL 06/15/06 3810 Tract 20/Lot 60 1252.0 12.3 118.8 91 90 R PASS 3811 Tract 21/DJ Street 1252.0 12.0 121.6 93 90 R PASS 3812 Tract 21/Lot 27 1252.0 12.7 122.4 93 90 O PASS 3813 Tract 21/Lot 46 1252.0 12.1 120.9 92 90 O PASS 3814 Tract 23/Lot 24 1252.0 12.4 120.1 91 90 O PASS 3815 Tract 20/Lot 36 1252.0 12.4 119.6 91 90 O PASS 3816 Tract 20/Lot 12 1252.0 12.6 121.2 92 90 O PASS 3817 Tract 20/DK Street 1252.0 12.0 121.5 92 90 O PASS 3818 Tract 20/Lot 21 1252.0 12.4 120.2 93 90 L PASS 3819 Tract 21/Lot 11 1252.0 11.6 118.6 92 90 L PASS " 3820 Tract 21/DH Street 1252.0 11.8 121.3 94 90 L PASS " 3821 Tract 23/Lot 22 1252.0 11.0 121.0 94 90 L PASS 3822 Tract 23/Lot 17 1252.0 11.9 119.4 93 90 L PASS " 3823 Tract 20/Lot 42 1252.0 12.3 118.6 92 90 L PASS " 3824 Tract 20/Lot 24 1252.0 11.6 120.2 93 90 L PASS 3825 Tract 20/Lot 8 1252.0 12.1 117.6 91 90 L PASS 3826 Tract 20/Lot 59 1252.0 11.8 119.8 93 90 L PASS 3827 Tract 21/Lot 12 1252.0 12.1 117.1 91 90 L PASS " 3828 Tract 21/Lot 26 1252.0 12.7 115.4 89 90 L FAIL 3829 Tract 21/Lot 31 1252.0 11.9 118.2 92 90 L PASS 3830 Tract 23/Lot 20 1252.0 11.6 118.8 92 90 L PASS 3831 Tract 9/Lot 18 1255.0 12.4 119.6 92 90 R PASS 3832 Tract 9/Lot 27 1254.0 11.6 121.8 93 90 R PASS 3833 Tract 10/Lot 40 1254.0 11.5 120.4 92 90 R PASS 3834 Tract 9/Lot 33 1254.0 10.8 122.3 94 90 R PASS " 3839 Tract 9/Lot 55 1255.0 11.8 118.6 92 90 P PASS 3840 Tract 10/Lot 46 1254.0 12.4 119.7 93 90 P PASS 3841 Tract 9/Lot 29 1254.0 12.3 121.2 94 90 P PASS 3842 Tract 9/Lot 42 1254.0 11.7 120.4 94 90 P PASS 06/16/06 3847 Tract 20/Lot 25 1253.0 12.4 119.6 91 90 S PASS 3848 Tract 20/Lot 48 1253.0 12.1 121.4 93 90 S PASS 3849 Tract 20/Lot 30 1253.0 11.6 123.6 94 90 S PASS 3850 Tract 20/Lot 57 1253.0 11.9 121.1 93 90 S PASS " 3851 Tract 21/Lot 14 1253.0 12.5 122.8 94 90 S PASS 3852 Tract 21/Lot 24 1253.0 12.2 121.5 93 90 S PASS " 3853 Tract 21/Lot 44 1253.0 11.7 119.4 91 90 S PASS 3854 Tract 23/Lot 19 1253.0 11.4 119.9 92 90 S PASS " 3855 Tract 20/DO Street 1253.0 11.4 121.8 93 90 S PASS 3856 Tract 20/Lot 15 1253.0 11.9 120.3 92 90 S PASS 3857 Tract 20/Lot 29 1253.0 11.7 122.2 93 90 S PASS 3858 Tract 20/Lot 50 1253.0 12.2 118.5 92 90 P PASS 3859 Tract 21/Lot 19 1253.0 11.4 120.9 94 90 P PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. ITS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 48 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 06/16/06 3860 Tract 21/Lot 48 1253.0 11.8 120.0 93 90 P PASS 3861 Tract 21/Lot 55 1253.0 12.6 117.9 92 90 P PASS 3862 Tract 23/Lot 25 1253.0 11.9 119.4 93 90 P PASS 3863 Tract 20/Lot 38 1253.0 12.3 119.1 93 90 P PASS " 3864 Tract 20/Lot 12 1253.0 11.8 121.6 95 90 P PASS " 3865 Tract 20/DL Street 1253.0 11.3 121.2 94 90 P PASS " 3866 Tract 20/Lot 54 1253.0 12.2 117.4 91 90 P PASS " 3867 F Tract 21/Lot 18 1253.0 12.8 115.2 90 90 P FAIL " 3867 R Tract 21/Lot 18 1253.0 11.7 118.4 92 90 P PASS " 3868 Tract 21/Lot 41 1253.0 12.1 118.5 92 90 P PASS 3869 Tract 21/Lot 45 1253.0 11.7 120.1 93 90 P PASS 3870 Tract 23/Lot 17 1253.0 11.4 120.9 94 90 P PASS 3871 Tract I I/B Street 1256.0 11.8 119.7 93 90 P PASS 3872 Tract 10/Lot 36 1256.0 12.3 117.8 92 90 P PASS " 3873 Tract 9/Lot 28 1256.0 12.5 118.4 92 90 P PASS 3874 Tract 9/13W Street 1256.0 11.7 120.6 94 90 P PASS 3879 Tract 9/Lot 52 1256.0 11.4 118.3 92 90 P PASS 3880 Tract 9/Lot 26 1256.0 11.7 120.2 94 90 P PASS 3881 Tract 10/Lot 39 1256.0 12.2 119.6 93 90 P PASS " 3882 Tract 9/Lot 34 1256.0 12.5 117.7 92 90 P PASS 06/19/06 3887 Tract 20/Slope 1254.0 11.7 120.7 94 90 P PASS it 3888 Tract 20/Lot 43 1254.0 12.2 117.4 91 90 P PASS 3889 Tract 20/Lot 28 1254.0 11.4 119.9 93 90 P PASS 3890 Tract 20/Lot 10 1254.0 11.8 119.2 93 90 P PASS " 3891 Tract 20/Lot 60 1254.0 12.4 119.6 93 90 P PASS 3892 Tract 20/Lot 51 1254.0 11.6 121.3 94 90 P PASS 3893 Tract 21/Lot 16 1254.0 12.1 118.6 92 90 P PASS 3894 Tract 21/Lot 22 1254.0 11.9 120.4 94 90 P PASS " 3895 Tract 2 not 52 1254.0 11.9 121.2 93 90 R PASS 3896 Tract 21/Lot 47 1254.0 12.4 120.6 92 90 R PASS 3897 Tract 21/Lot 28 1254.0 11.6 121.5 93 90 R PASS 3898 Tract 23/Lot 21 1254.0 12.1 120.3 92 90 T PASS " 3899 Tract 20/Lot 35 1254.0 12.4 118.7 91 90 T PASS 3900 Tract 20/Lot 44 1254.0 11.8 122.6 94 90 T PASS 3901 Tract 20/Lot 47 1254.0 12.0 122.1 93 90 T PASS 3902 Tract 20/Lot 16 1254.0 12.2 122.8 94 90 T PASS 3903 Tract 20/Lot 58 1254.0 12.1 122.7 94 90 R PASS 3904 Tract 20/Lot 52 1254.0 11.8 120.4 92 90 R PASS 3905 Tract 21/Lot 11 1254.0 11.6 120.8 92 90 R PASS " 3906 Tract 21/Lot 21 1254.0 11.9 123.1 94 90 R PASS 3907 Tract 21/Lot 25 1254.0 12.3 122.2 94 90 R PASS " 3908 Tract 21/Lot 43 1254.0 12.6 119.4 91 90 R PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 49 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 06/19/06 3909 Tract 21/Lot 29 1254.0 12.2 121.8 93 90 R PASS 3910 Tract 23/Lot 18 1254.0 11.5 123.4 94 90 R PASS 3911 Tract 9/Lot 13 1253.0 11.8 119.3 91 90 R PASS 3912 Tract 10/13Y Street 1253.0 12.2 121.4 93 90 R PASS 3913 Tract 9/Lot 43 1243.0 12.3 120.7 92 90 R PASS 3914 Tract 9/Lot 31 1247.0 11.5 122.2 94 90 R PASS " 3919 Tract 9/Lot 51 1257.0 11.5 117.7 92 90 P PASS " 3920 Tract 10/Lot 35 1257.0 11.8 116.5 91 90 P PASS 3921 Tract 9/C Street 1257.0 10.7 119.3 93 90 P PASS " 3922 Tract 9/Lot 32 1257.0 11.2 118.6 92 90 P PASS 06/20/06 3927 Tract 20/Slope 1243.0 8.5 125.0 93 90 Q PASS it 3928 Tract 20/Lot 2 1243.0 8.1 127.5 95 90 Q PASS to 3929 Tract 20/Lot 6 1243.0 11.5 117.6 91 90 L PASS 3930 Tract 20/Lot 64 1243.0 11.2 118.9 92 90 L PASS " 3931 Tract 21/Lot 1 1244.0 11.5 118.0 91 90 L PASS " 3932 Tract 21/Lot 5 1245.0 11.0 117.9 91 90 L PASS 3933 Tract 22/Lot 21 1245.0 10.5 117.1 91 90 P PASS 3934 Tract 22/Lot 36 1245.0 10.8 116.8 91 90 P PASS 3935 Tract 20/Lot 31 1244.0 9.9 122.7 91 90 Q PASS 3936 Tract 20/Lot 5 1244.0 10.6 121.8 91 90 Q PASS 3937 Tract 21/Lot 7 1245.0 10.2 117.9 91 90 L PASS " 3938 Tract 21/Lot 3 1245.0 10.4 117.3 91 90 L PASS 3939 Tract 22/Lot 25 1245.0 12.2 119.1 92 90 N PASS 3940 Tract 22/Lot 18 1246.0 11.2 118.4 91 90 N PASS " 3941 Tract 22/Lot 8 1246.0 13.6 117.2 90 90 N PASS 3942 Tract 22/Lot 44 1246.0 11.7 119.7 92 90 N PASS " 3943 F Tract 20/Lot 32 1245.0 6.5 114.8 89 90 P FAIL 3943 R Tract 20/Lot 32 1245.0 11.4 117.5 91 90 P PASS 3944 F* Tract 20/Lot 4 1245.0 7.4 115.9 90 90 P FAIL 3944 R Tract 20/Lot 4 1245.0 12.1 116.8 91 90 P PASS 3945 Tract 21/Lot 56 1246.0 11.1 119.1 92 90 N PASS 3946 Tract 21/Lot 65 1246.0 13.2 117.9 91 90 N PASS " 3947 Tract 21/L.ot 2 1246.0 13.4 119.2 92 90 N PASS " 3948 Tract 22/Lot 23 1246.0 12.7 118.6 91 90 N PASS " 3949 Tract 22/Lot 5 1247.0 10.8 123.4 92 90 Q PASS 3950 Tract 22/Lot 14 1247.0 10.4 122.8 91 90 Q PASS 3951 Tract 9/Lot 19 1258.0 12.2 119.3 92 90 N PASS 3952 Tract 10/13Y Street 1258.0 12.5 121.4 93 90 N PASS 3953 Tract 9/Lot 7 1258.0 11.8 120.7 93 90 N PASS 3954 Tract 9/Lot 30 1258.0 13.3 118.8 91 90 N PASS " 3959 Tract 9/Lot 21 1258.0 11.3 121.7 93 90 R PASS 3960 Tract 10/Lot 37 1258.0 11.6 119.8 92 90 R PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 50 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 06/20/06 3961 Tract 9/Lot 59 1258.0 10.8 120.5 92 90 R PASS it 3962 Tract 9/Lot 28 1258.0 12.2 119.3 91 90 R PASS 06/21/06 3967 Tract 20/Lot 1 1246.0 11.1 118.9 91 90 R PASS 3968 Tract 20/Lot 62 1246.0 12.7 118.3 91 90 R PASS " 3969 Tract 21/Lot 57 1247.0 11.8 118.7 91 90 R PASS 3970 Tract 22/Lot 20 1248.0 11.4 119.3 91 90 R PASS 3971 Tract 22/1313 Street 1248.0 12.1 119.0 91 90 R PASS 3972 Tract 22/Lot 11 1248.0 12.9 117.9 90 90 R PASS 3973 Tract 22/Slope 1248.0 9.6 122.1 91 90 Q PASS 3974 Tract 22/Lot 41 1248.0 8.5 125.6 93 90 Q PASS " 3975 F* Tract 20/Lot 3 1246.0 7.9 116.4 91 90 P FAIL 3975 R Tract 20/Lot 3 1246.0 11.6 118.5 92 90 P PASS 3976 F* Tract 20/Lot 61 1246.0 6.6 117.6 92 90 P FAIL 3976 R Tract 20/Lot 61 1246.0 11.4 118.3 92 90 P PASS 3977 Tract 21/DH Street 1247.0 10.6 116.0 90 90 P PASS 3978 Tract 22/Lot 22 1248.0 10.9 117.4 91 90 P PASS 3979 Tract 22/Lot 9 1248.0 10.7 122.2 91 90 Q PASS 3980 Tract 22/Lot 30 1248.0 10.7 123.6 92 90 Q PASS " 3981 Tract 22/Lot 2 1248.0 10.5 124.2 92 90 Q PASS 3982 Tract 22/Lot 40 1248.0 9.9 121.8 91 90 Q PASS 3983 Tract 10B Street 1259.0 11.2 119.6 93 90 P PASS " 3984 Tract 9/13X Street 1259.0 11.5 121.2 94 90 P PASS " 3985 Tract 9/Lot 23 1259.0 12.3 120.7 94 90 P PASS 3986 Tract 9/Lot 44 1259.0 10.8 118.6 92 90 P PASS 3987 Tract 9/Lot 20 1259.0 11.7 119.4 93 90 P PASS " 3988 Tract 10/Lot 41 1259.0 11.4 117.7 92 90 P PASS 3989 Tract 9/Lot 11 1259.0 12.2 118.5 92 90 P PASS " 3990 Tract 9/Lot 58 1259.0 11.8 120.6 94 90 P PASS 06/22/06 3991 Tract 20/130 Street 1247.0 11.3 117.5 91 90 P PASS 3992 Tract 20/Lot 63 1247.0 11.8 116.6 91 90 P PASS 3993 Tract 21/B Street 1248.0 12.2 119.3 93 90 P PASS 3994 Tract 22/Lot 26 1248.0 12.5 117.4 91 90 P PASS " 3995 Tract 22/Lot 1 1249.0 11.7 120.8 94 90 P PASS " 3996 Tract 22/Lot 35 1249.0 10.8 118.2 92 90 P PASS 3997 Tract 22/Lot 17 1249.0 11.6 119.4 93 90 P PASS 3998 Tract 22/Lot 43 1249.0 12.4 117.9 92 90 P PASS 3999 Tract 20/Lot 2 1247.0 11.7 118.2 91 90 R PASS " 4000 Tract 20/Lot 65 1247.0 12.1 120.6 92 90 R PASS 4001 Tract 21/Lot 56 1248.0 12.4 119.3 91 90 R PASS " 4002 Tract 22/Lot 19 1248.0 11.8 120.4 92 90 R PASS 4003 Tract 22/DE Street 1248.0 12.2 118.3 91 90 R PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 51 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 06/22/06 4004 Tract 22/Lot 33 1249.0 11.5 122.5 94 90 R PASS 4005 Tract 22/Lot 37 1249.0 11.3 121.4 93 90 R PASS 4006 Tract 22/Lot 46 1249.0 10.9 119.2 91 90 R PASS 4007 Tract 9BX Street 1260.0 12.3 121.4 93 90 S PASS " 4008 Tract 10/Lot 38 1260.0 12.5 122.7 94 90 S PASS " 4009 Tract 9/Lot 48 1260.0 11.8 120.4 92 90 S PASS " 4010 Tract 9/Lot 33 1260.0 11.7 119.8 92 90 S PASS " 4015 Tract 10/Lot 42 1260.0 11.5 117.7 92 90 P PASS " 4016 Tract 9B Street 1260.0 12.2 119.4 93 90 P PASS " 4017 Tract 9/Lot 57 1260.0 12.3 118.6 92 90 P PASS 4018 Tract 9/Lot 46 1260.0 11.7 116.7 91 90 P PASS 06/23/06 4023 Tract 20/Lot 3 1248.0 11.8 116.7 91 90 P PASS 4024 Tract 20/Lot 62 1248.0 12.6 117.5 91 90 P PASS 4025 Tract 21/Lot 1 1249.0 12.9 118.4 92 90 P PASS " 4026 Tract 22/Lot 6 1249.0 10.9 121.3 94 90 P PASS 4027 Tract 22/Lot 28 1250.0 11.3 118.8 92 90 P PASS 4028 Tract 22/Lot 3 1250.0 12.5 119.4 91 90 R PASS 4029 Tract 22/Lot 15 1250.0 12.9 121.6 93 90 R PASS 4030 Tract 22/C Street 1250.0 11.7 118.9 91 90 R PASS " 4031 Tract 20/Lot 31 1248.0 10.9 118.7 91 90 R PASS 4032 Tract 20/Lot 6 1248.0 11.4 121.4 93 90 R PASS 4033 Tract 21/Lot 57 1249.0 11.7 119.8 92 90 R PASS 4034 Tract 22/Lot 7 1249.0 12.3 123.3 94 90 R PASS 4035 Tract 22/Lot 27 1250.0 10.8 120.5 92 90 R PASS 4036 Tract 22/Lot 31 1250.0 11.2 123.2 94 90 R PASS 4037 Tract 22/Lot 39 1250.0 12.6 118.9 91 90 R PASS 4038 Tract 22/Lot 10 1250.0 12.3 119.6 92 90 R PASS " 4039 Tract 9/Lot 14 1261.0 11.5 119.8 92 90 N PASS 4040 Tract 10/Lot 36 1261.0 11.8 121.3 93 90 N PASS 4041 Tract 9/Lot 47 1261.0 12.3 120.5 93 90 N PASS 4042 Tract 9/Lot 34 1261.0 12.4 121.8 94 90 N PASS 4047 Tract 10/Lot 40 1261.0 10.7 121.3 93 90 R PASS 4048 Tract 9/Lot 9 1261.0 11.2 119.7 92 90 R PASS " 4049 Tract 9/Lot 49 1261.0 11.5 120.6 92 90 R PASS 4050 Tract 9/Lot 25 1261.0 12.3 188.8 145 90 R PASS 06/26/06 4055 Tract 19/Diamond Drive 1256.0 11.3 116.8 91 90 P PASS " 4056 Tract 19 Superpad 1256.0 10.7 120.2 94 90 P PASS " 4057 Tract 19 Superpad 1256.0 11.6 119.6 93 90 P PASS if 4058 Tract 19 Superpad 1256.0 12.2 118.7 92 90 P PASS of 4059 Tract 18 Superpad 1256.0 10.9 121.3 94 90 P PASS " 4060 Tract 18 Superpad 1256.0 12.5 117.5 91 90 P PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 52 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 06/26/06 4061 Tract 18 Superpad 1256.0 11.8 116.9 91 90 P PASS " 4062 Tract 18/Slope 1256.0 11.4 120.4 94 90 P PASS " 4063 Tract 19 Superpad 1257.0 12.6 120.6 92 90 S PASS " 4064 Tract 19 Superpad 1257.0 11.9 119.9 92 90 S PASS 4065 Tract 19 Superpad 1257.0 13.7 122.3 93 90 S PASS 4066 Tract 19 Superpad 1257.0 13.4 120.4 92 90 S PASS 4067 Tract 18 Superpad 1257.0 12.8 119.8 92 90 S PASS 4068 Tract 18 Superpad 1257.0 14.1 121.3 93 90 S PASS " 4069 Tract 18 Superpad 1257.0 12.5 121.2 93 90 S PASS 4070 Tract 18 Superpad 1257.0 11.9 120.7 92 90 S PASS " 4071 Tract 20/Lot 32 1248.0 11.7 119.3 91 90 S PASS 4072 Tract 20/Lot 1 1248.0 11.5 118.6 91 90 S PASS 4073 Tract 20/Lot 4 1248.0 9.9 116.7 91 90 P PASS 4074 Tract 20/DL Street 1248.0 9.7 117.0 91 90 P PASS 4075 Tract 20/Lot 64 1248.0 11.0 117.3 91 90 L PASS 4076 Tract 2not 2 1249.0 10.6 117.8 91 90 L PASS 4077 Tract 21B Street 1249.0 11.7 116.7 90 90 L PASS 4078 Tract 21/Lot 6 1249.0 10.5 118.1 92 90 L PASS " 4079 Tract 9/Lot 17 1262.0 11.3 119.3 93 90 P PASS 4080 Tract 10/Lot 39 1262.0 11.5 120.7 94 90 P PASS 4081 Tract 9/Lot 54 1262.0 12.2 118.6 92 90 P PASS " 4082 Tract 9/Lot 24 1262.0 12.7 119.5 93 90 P PASS " 4083 Tract 11/Lot 58 1249.0 11.8 120.2 94 90 P PASS 4084 Tract 11/Lot 44 1249.0 12.6 118.7 91 90 N PASS 4085 Tract 11/Lot 35 1249.0 13.2 120.3 93 90 N PASS 4086 Tract 11/Lot 26 1249.0 12.4 119.6 92 90 N PASS 4087 Tract 9/Lot 15 1262.0 12.4 121.5 93 90 R PASS 4088 Tract 9/Lot 22 1262.0 12.2 120.7 92 90 R PASS 4089 Tract 10/Lot 35 1262.0 11.8 122.3 94 90 R PASS 4090 Tract 9/Lot 45 1262.0 11.5 119.7 92 90 R PASS 4091 Tract 11/Lot 3 1249.0 11.7 119.8 92 90 R PASS 4092 Tract 11/Lot 54 1249.0 12.6 121.4 94 90 P PASS 4093 Tract 11/Lot 40 1249.0 12.3 119.6 93 90 P PASS 4094 Tract 11/Lot 29 1249.0 11.6 120.7 94 90 P PASS " 4095 Tract 18 Superpad 1257.0 12.5 118.9 90 90 O PASS 4096 Tract 18 Superpad 1257.0 11.8 122.3 93 90 O PASS 4097 Tract 18 Superpad 1257.0 13.4 119.7 91 90 O PASS 4098 Tract 18 Superpad 1257.0 12.3 120.6 92 90 O PASS " 4099 Tract 19 Superpad 1257.0 11.8 124.2 94 90 O PASS 4100 Tract 19 Superpad 1257.0 11.7 118.5 90 90 O PASS " 4101 Tract 19 Superpad 1257.0 12.6 121.4 92 90 O PASS 4102 Tract 19 Superpad 1257.0 11.9 119.5 91 90 O PASS " 4103 Tract 18 Superpad 1258.0 11.3 116.6 91 90 P PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 53 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 06/26/06 4104 Tract 18 Superpad 1258.0 11.7 119.5 93 90 P PASS 4105 Tract 18 Superpad 1258.0 12.2 117.9 92 90 P PASS " 4106 Tract 18 Superpad 1258.0 10.8 120.2 94 90 P PASS 4107 Tract 19 Superpad 1258.0 11.4 115.8 90 90 P PASS 4108 Tract 19 Superpad 1258.0 12.5 121.3 94 90 P PASS 4109 Tract 19 Superpad 1258.0 12.6 118.4 92 90 P PASS 4110 Tract 19 Superpad 1258.0 10.9 116.7 91 90 P PASS " 4111 Tract 20/Lot 31 1249.0 9.8 118.5 91 90 R PASS " 4112 Tract 20/Lot 2 1249.0 10.2 119.4 91 90 R PASS 4113 Tract 20/Lot 6 1249.0 9.6 117.7 90 90 R PASS 4114 Tract 20/DK Street 1249.0 10.1 121.7 93 90 R PASS 4115 F* Tract 21/Lot 3 1250.0 5.9 118.3 91 90 R FAIL 4115 R Tract 21/Lot 3 1250.0 10.9 121.6 93 90 R PASS " 4116 F* Tract 21/Lot 5 1250.0 6.4 117.9 90 90 R FAIL 4116 R Tract 21/Lot 5 1250.0 11.5 121.2 93 90 R PASS 4117 Tract 22/Lot 29 1251.0 12.1 121.3 93 90 R PASS " 4118 Tract 22/Lot 2 - 1251.0 12.5 117.7 90 90 R PASS 4119 Tract 20/Slope 1249.0 9.0 130.3 97 90 Q PASS 4120 Tract 20/Lot 1 1249.0 8.1 128.8 96 90 Q PASS 4121 Tract 20/DL Street 1249.0 8.4 128.9 96 90 Q PASS 4122 Tract 20/Lot 5 1249.0 8.9 125.7 93 90 Q PASS " 4123 Tract 20/Lot 63 1249.0 10.6 121.7 90 90 Q PASS " 4124 Tract 21/Lot 4 1250.0 9.0 126.9 94 90 Q PASS 4125 Tract 22/Lot 27 1251.0 10.0 118.4 91 90 R PASS " 4126 Tract 22/Lot 32 1251.0 11.2 117.8 90 90 R PASS 06/27/06 4127 Tract 11/Lot 8 1250.0 12.3 119.4 92 90 N PASS " 4128 Tract I I/Lot 49 1250.0 11.8 121.7 94 90 N PASS " 4129 Tract I I/Lot 33 1250.0 11.5 120.3 93 90 N PASS 4130 Tract I I/Lot 23 1250.0 12.2 118.8 91 90 N PASS " 4131 Tract I I/Lot 6 1250.0 12.6 119.6 92 90 N PASS 4132 Tract I I/Lot 11 1250.0 12.8 121.4 93 90 S PASS " 4133 Tract I l/Lot 36 1250.0 13.2 122.7 94 90 S PASS 4134 Tract I I/Lot 31 1250.0 11.7 119.8 92 90 S PASS " 4135 Tract 18 Superpad 1259.0 11.5 117.9 91 90 L PASS 4136 Tract 18 Superpad 1259.0 11.2 121.7 94 90 L PASS 4137 Tract 18 Superpad 1259.0 11.4 119.5 93 90 L PASS " 4138 Tract 18 Superpad 1259.0 10.9 118.8 92 90 L PASS " 4139 Tract 18 Superpad 1259.0 11.2 122.3 95 90 L PASS 4140 Tract 19/Street 1259.0 11.8 120.6 93 90 L PASS 4141 Tract 19 Superpad 1259.0 12.0 117.9 91 90 L PASS " 4142 Tract 19 Superpad 1259.0 10.8 121.4 94 90 L PASS 4143 Tract 18 Superpad 1259.0 13.3 119.6 92 90 N PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 54 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 06/27/06 4144 Tract 18 Superpad 1259.0 12.8 121.7 94 90 N PASS It 4145 Tract 18 Superpad 1259.0 13.2 118.8 91 90 N PASS 4146 Tract 18 Superpad 1259.0 11.9 120.4 93 90 N PASS 4147 Tract 18 Superpad 1259.0 12.4 122.3 94 90 N PASS " 4148 Tract 19 Superpad 1259.0 12.7 118.9 91 90 N PASS 4149 Tract 19 Superpad 1259.0 13.6 123.2 95 90 N PASS 4150 Tract 19 Superpad 1259.0 12.5 120.5 93 90 N PASS 4151 Tract 20/Lot 31 1250.0 9.8 125.3 93 90 Q PASS 4152 Tract 20/Lot 1 1250.0 9.9 126.5 94 90 Q PASS 4153 Tract 20/Lot 3 1250.0 8.7 127.1 94 90 Q PASS 4154 Tract 20/Lot 65 1250.0 9.4 126.4 94 90 Q PASS 4155 Tract 21/DH Street 1250.0 10.6 122.0 91 90 Q PASS " 4156 Tract 22/Lot 28 1251.0 10.2 123.9 92 90 Q PASS 4157 Tract 22/Lot 31 1251.0 9.6 124.3 92 90 Q PASS " 4158 Tract 22/DE Street 1251.0 10.3 123.6 92 90 Q PASS 4159 Tract 20/Lot 32 1250.0 9.2 123.0 91 90 Q PASS " 4160 Tract 20/Lot 1 1250.0 9.0 124.2 92 90 Q PASS 4161 Tract 20/Lot 4 1250.0 8.6 126.1 94 90 Q PASS 4162 Tract 20/Lot 61 1250.0 9.4 125.3 93 90 Q PASS 4163 Tract 21/Lot 2 1250.0 9.5 123.2 92 90 Q PASS " 4164 Tract 22/Lot 29 1251.0 10.1 124.4 92 90 Q PASS 4165 Tract 22/Lot 1 1251.0 9.7 125.8 94 90 Q PASS 4166 Tract 22/Lot 32 1251.0 10.3 123.9 92 90 Q PASS 4167 Tract 11/Lot 51 1251.0 11.3 118.7 92 90 P PASS " 4168 Tract 11/Lot 15 1251.0 11.5 119.2 93 90 P PASS 4169 Tract 11/Lot 20 1251.0 12.2 121.4 94 90 P PASS 4170 Tract 11/Lot 28 1251.0 10.8 120.7 94 90 P PASS " 4171 Tract 11/Lot 1 1251.0 11.4 119.6 93 90 P PASS 4172 Tract 11/Lot 42 1251.0 11.7 118.3 92 90 P PASS 4173 Tract 11/Lot 34 1251.0 12.3 119.5 93 90 P PASS 4174 Tract 11/Lot 25 1251.0 11.8 120.8 94 90 P PASS 06/29/06 4175 Tract 20/Lot 31 1251.0 12.5 120.1 91 90 O PASS of 4176 Tract 20/Lot 2 1251.0 13.3 124.4 95 90 O PASS to 4177 Tract 20/Lot 5 1251.0 13.5 121.5 92 90 O PASS to 4178 Tract 20/Lot 62 1251.0 12.2 119.9 91 90 O PASS 4179 Tract 21/Lot 1 1251.0 10.7 122.2 93 90 O PASS 4180 Tract 21/B Street 1251.0 13.4 120.8 92 90 O PASS 4181 Tract 22/Lot 30 1252.0 12.6 123.3 94 90 O PASS 4182 Tract 22/Lot 34 1252.0 12.9 121.7 93 90 O PASS 4183 Tract 20/Slope 1251.0 13.4 119.7 91 90 S PASS " 4184 Tract 20/DO Street 1251.0 12.5 122.4 94 90 S PASS " 4185 Tract 20/Lot 31 1251.0 13.2 120.8 92 90 S PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 55 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pef) (%) (%) TYPE FAIL 06/29/06 4186 Tract 20/DK Street 1251.0 12.5 124.3 95 90 S PASS 4187 Tract 21/Lot 7 1251.0 12.3 121.6 93 90 S PASS 4188 Tract 21/Lot 5 1251.0 11.9 119.9 92 90 S PASS 4189 Tract 22/DC Street 1252.0 13.7 122.7 94 90 S PASS " 4190 Tract 22/Lot 33 1252.0 12.5 123.5 94 90 S PASS 4191 Tract 18/Diamond Drive 1259.0 11.2 118.9 91 90 H PASS 4192 Tract 18 Superpad 1260.0 12.4 124.3 95 90 H PASS " 4193 Tract 18/Diamond Drive 1259.0 11.9 119.8 91 90 H PASS 4194 Tract 18 Superpad 1260.0 11.7 121.5 93 90 H PASS 4195 Tract 18 Superpad 1260.0 10.8 119.9 92 90 H PASS 4196 Tract 19/Midway Road 1259.0 12.3 120.7 92 90 H PASS 4197 Tract 19 Superpad 1260.0 11.6 122.6 94 90 H PASS 4198 Tract 19/Midway Road 1259.0 12.5 123.4 94 90 H PASS 4199 Tract 18 Superpad 1260.0 12.7 124.2 94 90 O PASS 4200 Tract 18 Superpad 1260.0 12.2 121.6 92 90 O PASS 4201 Tract 18 Superpad 1260.0 13.3 119.8 91 90 O PASS 4202 Tract 18 Superpad 1260.0 11.9 122.4 93 90 O PASS 4203 Tract 19 Superpad 1260.0 13.5 120.7 92 90 O PASS 4204 Tract 19 Superpad 1260.0 12.4 121.5 92 90 O PASS 4205 Tract 19/Diamond Drive 1259.0 12.6 123.3 94 90 O PASS 4206 Tract 19/Diamond Drive 1259.0 11.9 119.9 91 90 O PASS 06/30/06 4207 Tract 20/Lot 32 1252.0 13.6 120.4 93 90 N PASS 4208 Tract 20/Lot 1 1252.0 12.3 118.8 91 90 N PASS 4209 Tract 20/Lot 5 1252.0 12.7 121.5 93 90 N PASS 4210 Tract 20/Lot 61 1252.0 13.4 119.9 92 90 N PASS 4211 Tract 21/Lot 3 1252.0 12.4 123.3 95 90 N PASS 4212 Tract 21/Lot 57 1252.0 11.8 121.6 95 90 P PASS 4213 Tract 22B Street 1253.0 12.5 116.9 91 90 P PASS " 4214 Tract 22/Lot 2 1253.0 11.9 119.7 93 90 P PASS 4215 Tract 20/Lot 3 1253.0 11.3 118.7 91 90 R PASS 4216 Tract 20/Lot 6 1253.0 11.6 121.3 93 90 R PASS 4217 Tract 20/Lot 4 1253.0 12.5 119.6 92 90 R PASS " 4218 Tract 20/Lot 65 1253.0 10.9 123.1 94 90 R PASS 4219 Tract 21/Lot 56 1253.0 12.7 120.0 92 90 R PASS 4220 Tract 21B Street 1253.0 11.8 122.4 94 90 R PASS 4221 Tract 22/Lot 26 1253.0 12.4 119.9 92 90 R PASS 4222 Tract 22/Lot 30 1253.0 12.2 121.5 93 90 R PASS 4223 Tract 18 Superpad 1261.0 12.8 123.2 94 90 S PASS 4224 Tract 18 Superpad 1261.0 12.3 121.5 93 90 S PASS 4225 Tract 18 Superpad 1261.0 13.7 119.9 92 90 S PASS " 4226 Tract 18 Superpad 1261.0 12.5 122.6 94 90 S PASS 4227 Tract 19/Diamond Drive 1261.0 11.9 124.3 95 90 S PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 56 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 06/30/06 4228 Tract 19 Superpad 1261.0 13.4 120.8 92 90 S PASS to 4229 Tract 19 Superpad 1261.0 11.9 122.7 94 90 S PASS to 4230 Tract 19 Superpad 1261.0 12.6 123.4 94 90 S PASS " 4231 Tract 18/C Street 1259.0 12.2 123.3 95 90 N PASS " 4232 Tract 18 Superpad 1261.0 11.9 119.8 92 90 N PASS to 4233 Tract 18 Superpad 1261.0 13.5 121.2 93 90 N PASS " 4234 Tract 18 Superpad 1261.0 12.7 118.6 91 90 N PASS " 4235 Tract 18 Superpad 1261.0 12.4 120.7 93 90 N PASS to 4236 Tract 19 Superpad 1261.0 13.6 122.4 94 90 N PASS to 4237 Tract 19 Superpad 1261.0 13.3 119.9 92 90 N PASS it 4238 Tract 19 Superpad 1261.0 12.8 121.5 93 90 N PASS 07/03/06 4239 Tract 20/Slope 1255.0 10.8 126.1 94 90 Q PASS " 4240 Tract 20/Lot 26 1255.0 10.1 126.6 94 90 Q PASS it 4241 Tract 20/Lot 20 1255.0 10.6 125.8 94 90 Q PASS if 4242 Tract 20/Lot 59 1255.0 12.3 123.2 94 90 S PASS 4243 Tract 21/Lot 18 1255.0 11.8 122.4 94 90 S PASS 4244 Tract 21/Lot 40 1255.0 12.6 122.9 94 90 S PASS 4245 Tract 21/Lot 43 1255.0 12.1 122.1 93 90 S PASS 4246 Tract 21/Lot 32 1255.0 11.9 123.5 94 90 S PASS " 4247 Tract 20/L.ot 34 1255.0 10.3 126.6 94 90 Q PASS 4248 Tract 20/Lot 17 1255.0 10.5 126.1 94 90 Q PASS 4249 Tract 20/Lot 19 1255.0 9.8 125.7 93 90 Q PASS 4250 F Tract 20/Lot 45 1255.0 10.9 120.5 90 90 Q FAIL 4250 R Tract 20/Lot 45 1255.0 10.8 126.4 94 90 Q PASS 4251 Tract 21/Lot 20 1255.0 10.0 125.5 93 90 Q PASS " 4252 Tract 21/Lot 46 1255.0 10.6 126.3 94 90 Q PASS 4253 Tract 21/Lot 53 1255.0 10.1 127.1 94 90 Q PASS " 4254 Tract 23/Lot 24 1255.0 10.6 126.8 94 90 Q PASS " 4255 Tract 9/Lot 18 1263.0 11.3 120.5 92 90 R PASS 4256 Tract 9/Lot 29 1263.0 12.4 119.6 92 90 R PASS " 4257 Tract 9/Lot 16 1263.0 12.5 121.4 93 90 R PASS " 4258 Tract IO/Lot 36 1263.0 11.6 120.7 92 90 R PASS " 4259 Tract I I/Lot 56 1252.0 11.2 123.2 94 90 R PASS 4260 Tract I I/Lot 13 1252.0 10.8 122.6 94 90 R PASS " 4261 Tract 11/Lot 39 1252.0 11.7 120.8 92 90 R PASS 4262 Tract 11/Lot 32 1252.0 12.3 121.7 93 90 R PASS 4263 Tract 9/Lot 55 1263.0 11.8 119.6 92 90 N PASS 4264 Tract 9/Lot 6 1263.0 11.5 121.3 93 90 N PASS 4265 Tract 9/Lot 56 1263.0 12.2 120.4 93 90 N PASS 4266 Tract 9/Lot 31 1263.0 11.6 119.5 92 90 N PASS " 4267 Tract 11/Lot 56 1252.0 10.8 117.8 92 90 P PASS 4268 Tract I I/Lot 46 1252.0 11.3 119.6 93 90 P PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 57 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 07/03/06 4269 Tract 11/Lot 18 1252.0 11.4 118.7 92 90 P PASS " 4270 Tract 11/CD Street 1252.0 12.5 121.3 94 90 P PASS 07/05/06 4271 Tract 20/Lot 33 1256.0 12.4 121.0 92 90 S PASS 4272 Tract 20/Lot 18 1256.0 13.7 119.7 91 90 S PASS " 4273 Tract 20/Lot 27 1256.0 13.2 120.8 92 90 S PASS " 4274 Tract 20/Lot 50 1256.0 11.8 122.3 93 90 S PASS " 4275 Tract 21/Lot 13 1256.0 12.5 124.2 95 90 S PASS " 4276 Tract 21/Lot 25 1256.0 12.3 123.5 94 90 S PASS " 4277 Tract 21/Lot 50 1256.0 13.6 120.7 92 90 S PASS " 4278 Tract 21/Lot 37 1256.0 11.9 122.4 94 90 S PASS " 4279 Tract 20/Lot 14 1256.0 11.4 122.2 95 90 L PASS 4280 Tract 20/Lot 55 1256.0 11.6 120.4 93 90 L PASS 4281 Tract 20/Lot 41 1256.0 12.5 119.8 93 90 L PASS " 4282 Tract 20/Lot 49 1256.0 10.9 117.9 91 90 L PASS 4283 Tract 21/Lot 8 1256.0 11.8 121.5 94 90 L PASS " 4284 Tract 21/Lot 50 1256.0 12.7 119.7 93 90 L PASS " 4285 Tract 2not 45 1256.0 13.3 122.3 95 90 L PASS 4286 Tract 23/Lot 19 1256.0 11.9 118.6 92 90 L PASS " 4287 Tract 9/Lot 50 1264.0 11.2 119.6 93 90 P PASS 4288 Tract 10/Lot 43 1264.0 11.7 118.2 92 90 P PASS 4289 Tract 9/Lot 10 1264.0 12.4 120.7 94 90 P PASS " 4290 Tract 9/Lot 27 1264.0 10.8 121.4 94 90 P PASS 4291 Tract 11/Lot 9 1253.0 11.5 119.6 92 90 R PASS 4292 Tract 11/Lot 48 1253.0 11.8 121.5 93 90 R PASS 4293 Tract 11/Lot 16 1253.0 12.3 120.6 92 90 R PASS 4294 Tract 11/Lot 30 1253.0 12.2 122.3 94 90 R PASS " 4295 Tract 9/Lot 53 1264.0 11.8 119.5 92 90 R PASS " 4296 Tract 9/Lot 8 1264.0 11.5 121.3 93 90 R PASS 4297 Tract 9/Lot 28 1264.0 12.2 120.6 92 90 R PASS 4298 Tract 9/Lot 42 1264.0 12.4 122.4 94 90 R PASS 4299 Tract 11/Lot 7 1253.0 11.7 120.8 92 90 R PASS 4300 Tract 11/Lot 50 1253.0 11.6 117.5 91 90 P PASS " 4301 Tract 11/Lot 21 1253.0 12.2 119.3 93 90 P PASS 4302 Tract 11/Lot 27 1253.0 12.3 118.7 92 90 P PASS 07/06/06 4303 Tract 20/Lot 31 1254.0 11.9 118.5 92 90 P PASS " 4304 Tract 20/Lot 1 1254.0 12.6 116.9 91 90 P PASS " 4305 Tract 20/Lot 63 1254.0 12.3 120.2 94 90 P PASS 4306 Tract 21/Lot 7 1254.0 11.6 117.7 92 90 P PASS " 4307 Tract 21/Lot 4 1254.0 11.8 119.6 93 90 P PASS 4308 Tract 22/Lot 27 1254.0 13.2 121.4 94 90 P PASS " 4309 Tract 22/DF Street 1254.0 12.5 118.8 92 90 P PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 58 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pcf) (%) (%) TYPE FAIL 07/06/06 4310 Tract 22/Lot 34 1254.0 12.7 120.3 94 90 P PASS " 4311 Tract 11/Lot 2 1255.0 12.5 119.7 91 90 O PASS 4312 Tract I I/Lot 43 1255.0 13.7 121.4 92 90 O PASS " 4313 Tract 11/Lot 37 1255.0 13.3 123.2 94 90 O PASS 4314 Tract 11/Lot 24 1255.0 12.4 120.0 91 90 O PASS " 4315 Tract 22/Lot 26 1255.0 13.6 124.3 95 90 O PASS 4316 Tract 22/Lot 3 1255.0 12.2 122.6 93 90 O PASS 4317 Tract 22/Lot 34 1255.0 12.9 119.9 91 90 O PASS " 4318 Tract 22/Lot 31 1255.0 13.8 121.5 92 90 O PASS 4319 Tract 20/Lot 40 1257.0 12.2 120.3 94 90 P PASS " 4320 Tract 20/Lot 47 1257.0 11.8 119.1 93 90 P PASS 4321 Tract 20/Lot 9 1257.0 12.6 121.6 95 90 P PASS 4322 Tract 20/Lot 56 1257.0 12.3 121.1 94 90 P PASS " 4323 Tract 21/Lot 10 1257.0 12.3 121.5 95 90 P PASS " 4324 Tract 21/Lot 22 1257.0 12.8 118.4 92 90 P PASS " 4325 Tract 21/Lot 54 1257.0 12.0 118.9 93 90 P PASS 4326 Tract 21/Lot 34 1257.0 11.8 120.6 94 90 P PASS " 4327 Tract 20/Lot 37 1257.0 11.9 119.9 93 90 P PASS " 4328 Tract 20/Lot 7 1257.0 12.6 117.2 91 90 P PASS " 4329 Tract 20/Lot 42 1257.0 12.1 120.4 94 90 P PASS " 4330 Tract 20/Lot 48 1257.0 12.5 120.0 93 90 P PASS 4331 Tract 2l/Lot 15 1257.0 11.7 122.4 94 90 R PASS 4332 Tract 21/Lot 42 1257.0 12.3 121.2 93 90 R PASS 4333 Tract 21/Lot 35 1257.0 12.6 119.6 92 90 R PASS " 4334 Tract 23/Lot 20 1257.0 11.9 121.9 93 90 R PASS 07/07/06 4335 Tract 20/Lot 39 1258.0 11.3 121.4 93 90 R PASS " 4336 Tract 20/Lot 30 1258.0 11.9 119.8 92 90 R PASS 4337 Tract 20/Lot 11 1258.0 11.6 121.0 93 90 R PASS 4338 Tract 20/Lot 53 1258.0 12.4 118.3 91 90 R PASS " 4339 Tract 21/DI Street 1258.0 12.0 120.2 92 90 R PASS 4340 Tract 21/Lot 30 1258.0 12.3 118.6 91 90 R PASS " 4341 Tract 21/Lot 49 1258.0 11.9 120.9 93 90 R PASS " 4342 Tract 23/Lot 23 1258.0 12.1 120.5 92 90 R PASS 4343 Tract 20/130 Street 1258.0 11.8 120.9 92 90 S PASS " 4344 Tract 20/Lot 29 1258.0 12.1 118.4 90 90 S PASS 4345 Tract 20/Lot 36 1258.0 11.5 123.7 94 90 S PASS 4346 Tract 20/Lot 8 1258.0 12.4 121.2 93 90 S PASS 4347 Tract 21/Lot 12 1258.0 12.0 120.5 92 90 S PASS 4348 Tract 21/Lot 27 1258.0 11.9 122.8 94 90 S PASS " 4349 Tract 21/Lot 55 1258.0 12.5 119.4 91 90 S PASS " 4350 Tract 21/Lot 33 1258.0 12.1 121.2 93 90 S PASS " 4351 Tract 20/Lot 32 1256.0 12.7 122.3 94 90 N PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 59 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 07/07/06 4352 Tract 20/DL Street 1256.0 12.3 120.8 93 90 N PASS 4353 Tract 20/Lot 62 1256.0 11.2 118.9 91 90 N PASS 4354 Tract 21/Lot 2 1256.0 12.5 121.0 93 90 N PASS 4355 Tract 21/Lot 6 1256.0 11.4 123.1 95 90 N PASS 4356 Tract 22/Lot 29 1256.0 12.8 119.7 92 90 N PASS " 4357 Tract 22/Lot 1 1256.0 11.9 121.4 93 90 N PASS 4358 Tract 22/Lot 33 1256.0 11.6 120.5 93 90 N PASS " 4359 Tract I I/Lot 41 1257.0 11.5 120.4 92 90 R PASS 4360 Tract I I/Lot 41 1257.0 12.8 118.8 91 90 R PASS " 4361 Tract I I/Lot 17 1257.0 11.7 121.5 93 90 R PASS 4362 Tract 10/13 Street 1257.0 11.3 115.9 89 90 R FAIL " 4363 Tract 21/L,ot 5 1257.0 12.2 120.6 92 90 R PASS 4364 Tract I1/CD Street 1257.0 11.9 123.2 94 90 R PASS 4365 Tract 22/Lot 29 1257.0 12.6 121.7 93 90 R PASS 4366 Tract 22/Lot 33 1257.0 12.4 122.3 94 90 R PASS 07/10/06 4367 Tract 20/Lot H 1258.0 8.5 125.6 93 90 Q PASS " 4368 Tract 20/DK Street 1258.0 8.8 124.1 92 90 Q PASS " 4369 Tract 20/Lot 61 1258.0 8.1 126.7 94 90 Q PASS 4370 Tract 21/Lot 1 1258.0 8.9 123.9 92 90 Q PASS 4371 Tract 21/DH Street 1258.0 8.0 124.6 93 90 Q PASS 4372 Tract 22/Lot 28 1258.0 8.4 125.2 93 90 Q PASS " 4373 Tract 22/Lot J 1258.0 8.2 123.9 92 90 Q PASS 4374 Tract 22/DF Street 1258.0 8.5 125.6 93 90 Q PASS 4375 Tract I I/Lot 59 1259.0 9.0 124.9 93 90 Q PASS " 4376 Tract I not 10 1259.0 8.9 125.4 93 90 Q PASS 4377 Tract 11/Lot 38 1259.0 9.3 123.8 92 90 Q PASS " 4378 Tract 11/CG Street 1259.0 8.2 126.9 94 90 Q PASS 4379 Tract 2not 4 1259.0 9.5 125.7 93 90 Q PASS 4380 Tract 22/Lot 27 1259.0 9.0 124.6 93 90 Q PASS 4381 Tract 22/Lot 32 1259.0 9.4 125.3 93 90 Q PASS " 4382 Tract 22/Lot 34 1259.0 8.4 127.1 94 90 Q PASS " 4383 Tract 20/Slope 1258.0 12.4 121.7 93 90 O PASS 4384 Tract 20/Lot 46 1258.0 13.2 119.9 91 90 O PASS " 4385 Tract 20/DK Street 1258.0 13.7 120.6 92 90 O PASS 4386 Tract 20/Lot 15 1258.0 12.5 122.3 93 90 O PASS " 4387 Tract 21/Lot 52 1258.0 11.9 124.2 94 90 O PASS 4388 Tract 21/Lot 36 1258.0 13.3 121.4 92 90 O PASS " 4389 Tract 21/Lot 23 1258.0 12.8 123.5 94 90 O PASS 4390 Tract 21/Lot 31 1258.0 13.6 120.8 92 90 O PASS 4391 Tract 20/Lot 38 1258.0 12.5 118.9 91 90 N PASS 4392 Tract 20/Lot 49 1258.0 11.8 121.4 93 90 N PASS 4393 Tract 20/Lot 13 1258.0 12.3 119.7 92 90 N PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 60 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 07/10/06 4394 Tract 20/Lot 60 1258.0 13.2 120.5 93 90 N PASS 4395 Tract 21/Lot 17 1258.0 13.7 123.2 95 90 N PASS " 4396 Tract 21/Lot 26 1258.0 12.4 121.6 94 90 N PASS 4397 Tract 21/Lot 48 1258.0 13.6 119.8 92 90 N PASS " 4398 Tract 23/Lot 22 1258.0 12.9 122.3 94 90 N PASS 07/12/06 4399 Tract 20/Slope 1259.0 12.4 118.3 90 90 S PASS " 4400 Tract 20/Lot 2 1259.0 13.0 119.3 91 90 S PASS 4401 Tract 20/Lot 64 1259.0 12.6 120.2 92 90 S PASS " 4402 Tract 2not 57 1259.0 12.7 119.1 91 90 S PASS 4403 Tract 21/Lot 5 1259.0 9.7 124.2 92 90 Q PASS " 4404 Tract 22/Lot 27 1259.0 9.4 125.1 93 90 Q PASS 4405 Tract 22/Lot 31 1259.0 8.9 126.7 94 90 Q PASS 4406 Tract 22/Lot 34 1259.0 9.9 123.8 92 90 Q PASS 4407 F Tract 11/Lot 57 1257.0 6.7 118.8 88 90 Q FAIL 4407 R Tract 11/Lot 57 1257.0 9.2 124.9 93 90 Q PASS 4408 F Tract 1 I/Lot 49 1257.0 7.3 119.4 89 90 Q FAIL 4408 R Tract I I/Lot 49 1257.0 9.5 125.3 93 90 Q PASS " 4409 Tract 11/CR Street 1257.0 9.1 124.8 93 90 Q PASS 4410 Tract I I/Lot 31 1257.0 9.8 124.2 92 90 Q PASS 4411 Tract 11/Lot 53 1257.0 8.2 123.8 92 90 Q PASS 4412 Tract I I/Lot 48 1257.0 8.7 126.0 94 90 Q PASS 4413 Tract I I/Lot 59 1257.0 8.6 125.6 93 90 Q PASS " 4414 Tract I I/Lot 28 1257.0 9.4 124.9 93 90 Q PASS 4415 Tract 20/Lot 34 1259.0 12.6 120.2 94 90 P PASS " 4416 Tract 20/Lot 10 1259.0 12.2 118.6 92 90 P PASS " 4417 Tract 20/Lot 24 1259.0 11.7 116.9 91 90 P PASS 4418 Tract 20/Lot 43 1259.0 10.9 119.8 93 90 P PASS 4419 Tract 21/Lot 16 1259.0 11.4 117.7 92 90 P PASS 4420 Tract 21/Lot 29 1259.0 12.5 121.4 94 90 P PASS 4421 Tract 21/Lot 39 1259.0 11.3 119.5 93 90 P PASS 4421 Tract 21/Lot 39 1259.0 11.3 119.5 93 90 P PASS 4422 Tract 23/DA Street 1259.0 11.8 120.3 94 90 P PASS 4423 Tract 20/Lot 25 1259.0 12.4 118.9 91 90 R PASS 4424 F* Tract 20/Lot 50 1259.0 7.9 115.3 88 90 R FAIL 4424 R Tract 20/Lot 50 1259.0 11.9 119.7 92 90 R PASS 4425 Tract 20/DM Street 1259.0 11.8 119.6 92 90 R PASS 4426 Tract 20/Lot 59 1259.0 11.7 120.7 92 90 R PASS 4427 Tract 21/Lot 14 1259.0 12.5 123.3 94 90 R PASS 4428 Tract 2not 44 1259.0 12.3 121.5 93 90 R PASS 4429 Tract 21/Lot 51 1259.0 11.9 119.8 92 90 R PASS 4430 Tract 23/Lot 25 1259.0 12.2 122.4 94 90 R PASS 4431 F* Tract 20/Lot 3 1260.0 5.2 112.2 86 90 R FAIL F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 61 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION 00 (%) (pcf) (%) (%) TYPE FAIL 07/12/06 4431 R Tract 20/Lot 3 1260.0 12.2 118.9 91 90 R PASS " 4432 F* Tract 20/Lot 62 1260.0 5.6 114.8 88 90 R FAIL " 4432 R Tract 20/Lot 62 1260.0 11.8 119.7 92 90 R PASS " 4433 Tract 21/Lot 56 1260.0 11.1 119.4 91 90 R PASS 4434 Tract 21/Lot 3 1260.0 12.2 112.4 86 90 R FAIL 4435 Tract 21/Lot 6 1260.0 11.0 118.9 91 90 R PASS 4436 Tract 22/Lot 26 1260.0 11.6 119.8 92 90 R PASS 4437 Tract 22/Lot 31 1260.0 10.3 121.7 93 90 R PASS " 4438 Tract 22/Lot 34 1260.0 12.4 118.0 90 90 R PASS " 4439 Tract I I/Lot 6 1258.0 12.5 123.8 92 90 Q PASS " 4440 Tract I I/Lot 47 1258.0 12.0 124.6 93 90 Q PASS to 4441 Tract 11/CD Street 1258.0 10.5 128.2 95 90 Q PASS 4442 Tract I I/Lot 29 1258.0 9.5 130.5 97 90 Q PASS 4443 Tract I I/Lot 8 1258.0 10.2 123.6 92 90 Q PASS " 4444 Tract I I/Lot 44 1258.0 9.9 124.9 93 90 Q PASS 4445 Tract I I/Lot 40 1258.0 10.4 122.4 91 90 Q PASS 4446 Tract I I/Lot 20 1258.0 11.5 122.8 91 90 Q PASS 07/13/06 4471 Tract 20/Lot 42 1260.0 11.1 123.1 93 90 U PASS 4472 Tract 20/Lot 23 1260.0 10.8 120.5 91 90 U PASS 4473 Tract 20/Lot 45 1260.0 11.4 120.2 91 90 U PASS 4474 Tract 20/Lot 56 1260.0 10.8 123.6 93 90 U PASS " 4475 F Tract 21/Lot 21 1260.0 12.6 119.1 90 90 U FAIL 4475 R Tract 21/Lot 21 1260.0 11.2 121.5 92 90 U PASS 4476 Tract 21/Lot 47 1260.0 12.1 120.8 91 90 U PASS " 4477 Tract 21/Lot 24 1260.0 11.2 123.4 93 90 U PASS 4478 Tract 23/Lot 18 1260.0 10.9 122.1 92 90 U PASS 4479 Tract 20/Lot 35 1260.0 11.5 121.5 93 90 R PASS " 4480 Tract 20/Lot 7 1260.0 11.8 122.1 93 90 R PASS 4481 Tract 20/Lot 44 1260.0 12.3 118.7 91 90 R PASS " 4482 Tract 20/Lot 21 1260.0 11.8 120.9 93 90 R PASS " 4483 Tract 21/Lot 19 1260.0 12.0 121.3 93 90 R PASS " 4484 Tract 21/Lot 28 1260.0 11.5 123.5 95 90 R PASS " 4485 Tract 21/Lot 53 1260.0 11.9 122.4 94 90 R PASS 4486 Tract 2l/Lot 30 1260.0 12.3 120.7 92 90 R PASS 07/14/06 4495 Tract 20/Lot 34 1261.0 11.8 122.1 94 90 W PASS Is 4496 Tract 20/Lot 26 1261.0 12.2 123.4 95 90 W PASS to 4497 Tract 20/Lot 18 1261.0 12.5 120.7 92 90 W PASS of 4498 Tract 20/Lot 51 1261.0 12.3 120.5 92 90 W PASS to 4499 Tract 21/Lot 38 1261.0 12.1 123.8 95 90 W PASS it 4500 Tract 21/Lot 25 1261.0 12.4 121.5 93 90 W PASS to 4501 Tract 21/Lot 41 1261.0 12.7 119.4 91 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 62 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 07/14/06 4502 Tract 21/Lot 32 1261.0 12.2 121.3 93 90 W PASS to 4503 Tract 20/Lot 12 1261.0 12.3 120.0 92 90 N PASS It 4504 Tract 20/Lot 58 1261.0 12.8 118.6 91 90 N PASS It 4505 Tract 20/Lot 41 1261.0 12.0 121.5 93 90 N PASS 4506 Tract 20/Lot 47 1261.0 13.1 119.3 92 90 N PASS 4507 F Tract 21/Lot 9 1261.0 13.6 116.6 90 90 N FAIL " 4507 R Tract 21[Lot 9 1261.0 13.6 116.6 90 90 N FAIL " 4508 Tract 21/Lot 40 1261.0 12.8 118.4 91 90 N PASS " 4509 Tract 21/Lot 43 1261.0 12.5 120.3 93 90 N PASS 4510 Tract 23/Lot 19 1261.0 12.3 120.9 93 90 N PASS 07/17/06 4527 Tract 20/Lot 33 1262.0 11.4 120.1 93 90 P PASS 4528 Tract 20/Lot 9 1262.0 12.2 116.9 91 90 P PASS 4529 Tract 20/Lot 20 1262.0 12.0 118.5 92 90 P PASS 4530 Tract 20/Lot 52 1262.0 11.3 121.3 94 90 P PASS " 4531 Tract 21/Lot 8 1262.0 11.8 119.2 93 90 P PASS " 4532 Tract 21/Lot 54 1262.0 11.5 121.6 95 90 P PASS " 4533 Tract 21/Lot 20 1262.0 11.4 120.5 92 90 W PASS 4534 Tract 21/Lot 34 1262.0 11.9 121.2 93 90 W PASS 4535 Tract 20/Lot 16 1262.0 12.2 118.9 91 90 W PASS " 4536 Tract 20/Lot 57 1262.0 12.9 120.9 93 90 W PASS 4537 Tract 20/Lot 22 1262.0 12.5 118.2 91 90 W PASS 4538 Tract 20/Lot 49 1262.0 11.8 119.5 92 90 W PASS " 4539 Tract 2not 52 1262.0 11.8 119.1 91 90 W PASS 4540 Tract 21[Lot 37 1262.0 12.1 122.2 94 90 W PASS 4541 Tract 21/Lot 46 1262.0 12.3 120.3 92 90 W PASS 4542 Tract 20/Lot 21 1262.0 12.5 121.7 93 90 W PASS 07/18/06 4559 Tract 20/Lot 37 1263.0 10.9 121.3 92 90 U PASS 4560 Tract 20/Lot 11 1263.0 11.3 120.6 91 90 U PASS " 4561 F Tract 20/Lot 43 1263.0 11.6 118.9 90 90 U FAIL 4561 R Tract 20/Lot 43 1263.0 11.2 121.7 92 90 U PASS " 4562 Tract 20/Lot 48 1263.0 10.6 122.4 92 90 U PASS " 4563 Tract 21/Lot 55 1263.0 10.9 121.6 92 90 U PASS " 4564 Tract 23/Lot 24 1263.0 10.6 123.1 93 90 U PASS 4565 Tract 21/Lot 13 1263.0 11.2 120.8 91 90 U PASS " 4566 Tract 21[Lot 23 1263.0 11.4 120.1 91 90 U PASS " 4567 Tract 20/Lot 14 1263.0 12.1 119.9 92 90 R PASS to 4568 Tract 20/Lot 55 1263.0 11.3 120.3 92 90 R PASS it 4569 Tract 20/Lot 39 1263.0 11.0 122.2 94 90 R PASS 4570 Tract 20/Lot 30 1263.0 11.6 122.1 93 90 R PASS " 4571 Tract 21/Lot 11 1263.0 12.3 119.4 91 90 R PASS " 4572 Tract 21/Lot 48 1263.0 12.1 119.8 92 90 R PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 63 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 07/18/06 4573 Tract 21/Lot 42 1263.0 11.8 121.6 93 90 R PASS " 4574 Tract 23/Lot 20 1263.0 12.0 123.3 94 90 R PASS 07/19/06 4591 Tract 20/Lot 36 1264.0 10.9 122.1 91 90 V PASS 4592 Tract 20/Lot 8 1264.0 11.3 122.8 92 90 V PASS 4593 Tract 20/Lot 24 1264.0 10.7 121.5 91 90 V PASS 4594 F Tract 20/Lot 54 1264.0 11.6 118.8 89 90 V FAIL 4594 R Tract 20/Lot 54 1264.0 11.5 121.7 91 90 V PASS 4595 Tract 21/Lot 50 1264.0 11.1 120.7 90 90 V PASS " 4596 Tract 23/Lot 24 1264.0 10.9 122.6 92 90 V PASS " 4597 Tract 21/Lot 26 1264.0 11.2 122.0 91 90 V PASS " 4598 Tract 23/Lot 19 1264.0 10.6 120.3 90 90 V PASS " 4599 Tract 20/Lot 13 1264.0 11.8 119.6 92 90 W PASS 4600 Tract 20/Lot 53 1264.0 12.2 121.4 93 90 W PASS 4601 Tract 20/L,ot 38 1264.0 11.5 121.0 93 90 W PASS 4602 Tract 20/Lot 29 1264.0 12.1 122.4 94 90 W PASS 4603 Tract 21/Lot 10 1264.0 12.3 121.3 93 90 W PASS " 4604 Tract 21/Lot 45 1264.0 12.0 121.8 93 90 W PASS " 4605 Tract 21/Lot 22 1264.0 12.4 119.1 91 90 W PASS 4606 Tract 21/Lot 31 1264.0 11.9 120.5 92 90 W PASS 07/20/06 4623 Tract 20/Lot 15 1265.0 10.3 121.9 92 90 U PASS 4624 Tract 20/Lot 60 1265.0 11.2 121.3 92 90 U PASS 4625 Tract 20/Lot 40 1265.0 11.6 119.5 90 90 U PASS 4626 Tract 20/Lot 46 1265.0 11.4 120.6 91 90 U PASS 4627 Tract 21/Lot 49 1265.0 11.3 120.1 91 90 U PASS " 4628 Tract 21/Lot 36 1265.0 10.7 123.6 93 90 U PASS " 4629 Tract 21/Lot 18 1265.0 10.9 122.9 93 90 U PASS 4630 Tract 21/Lot 31 1265.0 10.6 122.2 92 90 U PASS " 4631 Tract 20/L,ot 35 1265.0 12.8 120.6 92 90 T PASS 4632 Tract 20/Lot 17 1265.0 12.2 118.5 91 90 T PASS " 4633 Tract 20/Lot 41 1265.0 11.7 121.3 93 90 T PASS 4634 Tract 20/Lot 27 1265.0 12.1 119.8 92 90 T PASS 4635 F Tract 21/Lot 51 1265.0 12.6 117.1 89 90 T FAIL 4635 R Tract 21/Lot 51 1265.0 11.8 119.5 91 90 T PASS 4636 Tract 21/Lot 35 1265.0 11.6 120.4 92 90 T PASS " 4637 Tract 21/Lot 15 1265.0 11.8 122.3 94 90 T PASS 4638 Tract 21/Lot 29 1265.0 12.0 121.5 93 90 T PASS 07/21/06 4655 Tract 20/Lot 33 1266.0 11.1 122.6 94 90 R PASS 41 4656 Tract 20/Lot 10 1266.0 11.9 120.3 92 90 R PASS It 4657 Tract 20/Lot 28 1266.0 11.6 120.8 92 90 R PASS if 4658 Tract 20/Lot 51 1266.0 12.0 119.6 92 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 64 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 07/21/06 4659 Tract 21/Lot 39 1266.0 11.6 121.7 93 90 W PASS to 4660 Tract 23/Lot 22 1266.0 11.9 121.1 93 90 W PASS to 4661 Tract 21/Lot 14 1266.0 11.5 123.4 95 90 W PASS 4662 Tract 21/Lot 25 1266.0 12.1 121.9 93 90 W PASS " 4663 Tract 20/Lot 12 1266.0 12.3 119.2 91 90 S PASS to 4664 Tract 20/Lot 18 1266.0 12.0 120.5 92 90 S PASS " 4665 Tract 20/Lot 37 1266.0 11.9 121.3 93 90 S PASS " 4666 Tract 20/Lot 19 1266.0 12.6 118.5 91 90 S PASS to 4667 Tract 21/Lot 8 1266.0 11.5 122.7 94 90 S PASS to 4668 Tract 21/Lot 53 1266.0 11.8 122.1 93 90 S PASS of 4669 Tract 21/Lot 12 1266.0 12.1 119.4 91 90 S PASS to 4670 Tract 21/Lot 44 1266.0 11.9 120.6 92 90 S PASS 07/24/06 4679 Tract 20/Lot"G" 1261.0 11.3 122.3 94 90 R PASS 4680 Tract 20/Lot 6 1261.0 11.7 120.8 92 90 R PASS 4681 Tract 20/Lot 63 1261.0 11.4 120.5 92 90 R PASS 4682 Tract 21/Lot 2 1261.0 12.1 122.4 94 90 R PASS 4683 Tract 21/Lot 5 1261.0 11.8 120.9 93 90 R PASS 4684 Tract 22/Lot 29 1261.0 12.3 118.6 91 90 T PASS 4685 Tract 22/Lot 3 1261.0 11.6 121.7 93 90 T PASS 4696 Tract 22/Lot 32 1261.0 11.9 121.2 93 90 T PASS 4687 Tract 20/Lot 32 1262.0 12.3 119.5 92 90 W PASS 4688 Tract 20/Lot 4 1262.0 12.0 119.1 91 90 W PASS 4689 Tract 20/Lot 64 1262.0 11.6 121.7 93 90 W PASS 4690 Tract 21/Lot 57 1262.0 12.5 118.4 91 90 W PASS 4691 F Tract 21/Lot"I" 1262.0 13.2 116.3 89 90 W FAIL " 4691 R Tract 21/Lot"I" 1262.0 11.4 118.9 91 90 W PASS 4692 Tract 22/Lot 28 1262.0 12.8 119.5 92 90 W PASS " 4693 Tract 22/Lot 1 1262.0 12.2 121.4 93 90 W PASS 4694 Tract 22/Lot 33 1262.0 12.4 120.3 92 90 W PASS " 4695 Tract ll/Clubhouse 1251.0 11.7 119.6 92 90 R PASS 4696 Tract 11/Clubhouse 1251.0 11.3 121.2 93 90 R PASS " 4697 Tract ll/Clubhouse 1251.0 10.8 120.7 92 90 R PASS 4698 Tract ll/Clubhouse 1251.0 12.4 122.3 94 90 R PASS 4699 Tract 11/Clubhouse 1251.0 11.6 121.5 93 90 R PASS 4700 Tract ll/Clubhouse 1251.0 11.5 119.8 92 90 R PASS " 4701 Tract ll/Clubhouse 1251.0 12.2 118.7 91 90 R PASS 4702 Tract ll/Clubhouse 1251.0 10.7 120.4 92 90 R PASS " 4703 Tract ll/Clubhouse 1252.0 10.5 121.7 92 90 U PASS 4704 Tract 11/Clubhouse 1252.0 11.2 120.6 91 90 U PASS 4705 Tract ll/Clubhouse 1252.0 11.6 123.8 93 90 U PASS " 4706 Tractll/Clubhouse 1252.0 10.3 122.5 92 90 U PASS 4707 Tract 11/Clubhouse 1252.0 9.8 124.3 94 90 U PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 65 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 07/24/06 4708 Tract 11/Clubhouse 1252.0 10.4 123.7 93 90 U PASS 4709 Tract 11/Clubhouse 1252.0 11.3 120.5 91 90 U PASS 4710 Tract 11/Clubhouse 1252.0 11.2 120.8 91 90 U PASS 07/25/06 4711 Tract 20/Lot 1 1263.0 9.4 126.3 92 90 X PASS " 4712 Tract 20/Lot 5 1263.0 9.9 125.1 91 90 X PASS " 4713 Tract 20/Lot 65 1263.0 10.3 125.8 92 90 X PASS " 4714 Tract 21/Lot 7 1263.0 11.4 121.4 92 90 U PASS " 4715 Tract 21/Lot 1 1263.0 11.0 123.6 93 90 U PASS " 4716 Tract 22/Lot 26 1263.0 10.6 120.2 91 90 U PASS " 4717 Tract 22/Lot 31 1263.0 11.4 120.9 91 90 U PASS 4718 Tract 22/Lot 2 1263.0 11.1 120.5 91 90 U PASS 4719 Tract 20/Lot 31 1264.0 12.3 118.8 91 90 S PASS 4720 Tract 20/Lot 2 1264.0 11.8 120.3 92 90 S PASS 4721 Tract 20/Lot 61 1264.0 11.6 120.0 92 90 S PASS 4722 Tract 21/Lot 56 1264.0 12.1 122.7 94 90 S PASS " 4723 Tract 21/Lot 4 1264.0 12.3 121.5 93 90 S PASS 4724 Tract 22/Lot 27 1264.0 12.2 121.2 93 90 S PASS 4725 Tract 22/Lot 3 1264.0 12.5 119.1 91 90 S PASS 4726 Tract 22/Lot 30 1264.0 12.1 120.9 92 90 S PASS 4727 Tract 11/Clubhouse 1253.0 11.6 121.3 93 90 T PASS 4728 Tract 11/Clubhouse 1253.0 11.5 122.5 94 90 T PASS " 4729 Tract 11/Clubhouse 1253.0 12.4 119.8 92 90 T PASS " 4730 Tract 11/Clubhouse 1253.0 10.8 120.3 92 90 T PASS 4731 Tract 11/Clubhouse 1253.0 11.2 122.7 94 90 T PASS 4732 Tract 11/Clubhouse 1253.0 11.7 121.8 93 90 T PASS 4733 Tract 11/Clubhouse 1253.0 12.5 119.2 91 90 T PASS " 4734 Tract 11/Clubhouse 1253.0 11.6 120.6 92 90 T PASS " 4735 Tract 11/Clubhouse 1254.0 11.2 121.4 92 90 U PASS 4736 Tract 11/Clubhouse 1254.0 11.5 122.7 93 90 U PASS " 4737 Tract 11/Clubhouse 1254.0 10.8 120.8 91 90 U PASS 4738 Tract 11/Clubhouse 1254.0 10.6 123.5 93 90 U PASS 4739 Tract 11/Clubhouse 1254.0 12.3 124.2 94 90 U PASS 4740 Tract 11/Clubhouse 1254.0 11.7 122.6 93 90 U PASS 4741 Tract 11/Clubhouse 1254.0 11.6 121.4 92 90 U PASS 4742 Tract 11/Clubhouse 1254.0 10.7 122.8 93 90 U PASS 07/26/06 4743 Tract 20/Lot 3 1265.0 11.9 119.9 92 90 W PASS " 4744 Tract 20/Lot 6 1265.0 12.4 120.3 92 90 W PASS 4745 Tract 20/Lot 63 1265.0 12.1 120.0 92 90 W PASS " 4746 Tract 21/Lot 2 1265.0 12.5 123.6 95 90 W PASS 4747 Tract 21[Lot 6 1265.0 11.8 121.8 93 90 W PASS " 4748 Tract 22/Lot 29 1265.0 12.6 119.6 92 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 66 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pet) (%) (%) TYPE FAIL 07/26/06 4749 Tract 22/Lot 32 1265.0 11.9 119.0 91 90 W PASS 4750 F Tract 22/Lot 34 1265.0 12.8 117.1 89 90 W FAIL 4750 R Tract 22/Lot 34 1265.0 12.3 119.7 92 90 W PASS " 4751 Tract 20/Lot 32 1266.0 12.1 117.6 92 90 P PASS " 4752 Tract 20/Lot 4 1266.0 12.4 119.3 93 90 P PASS 4753 Tract 20/Lot 62 1266.0 12.4 118.8 92 90 P PASS 4754 Tract 21/Lot 57 1266.0 11.3 122.5 95 90 P PASS 4755 Tract 21/Lot 4 1266.0 11.8 121.1 94 90 P PASS 4756 Tract 22/Lot 28 1266.0 12.0 121.6 95 90 P PASS 4757 Tract 22/Lot 1 1266.0 12.0 121.4 94 90 P PASS 4758 Tract 22/Lot 33 1266.0 12.5 119.7 93 90 P PASS " 4759 Tract 11/Clubhouse 1255.0 12.5 121.7 93 90 W PASS 4760 Tract 11/Clubhouse 1255.0 12.2 120.5 92 90 W PASS 4761 Tract 11/Clubhouse 1255.0 13.3 122.3 94 90 W PASS 4762 Tract I1/Clubhouse 1255.0 11.8 121.8 93 90 W PASS 4763 Tract 11/Clubhouse 1255.0 11.7 118.7 91 90 W PASS " 4764 Tract 11/Clubhouse 1255.0 12.7 119.5 92 90 W PASS 4765 Tract II/Clubhouse 1255.0 12.6 121.4 93 90 W PASS " 4766 Tract lI/Clubhouse 1255.0 13.4 120.3 92 90 W PASS 4767 Tract I1/Clubhouse 1256.0 11.4 119.3 91 90 T PASS " 4768 Tract 11/Clubhouse 1256.0 11.5 121.6 93 90 T PASS 4769 Tract I I/B Street 1256.0 10.8 120.7 92 90 T PASS 4770 Tract I1/Clubhouse 1256.0 12.6 122.5 94 90 T PASS " 4771 Tract 11/Clubhouse 1256.0 12.2 121.3 93 90 T PASS " 4772 Tract 11/Clubhouse 1256.0 11.7 119.2 91 90 T PASS 4773 Tract 11/Clubhouse 1256.0 11.5 120.8 92 90 T PASS 4774 Tract 11/Clubhouse 1256.0 10.7 121.5 93 90 T PASS 07/27/06 4775 Tract 22/Slope 1251.0 12.1 119.7 92 90 T PASS 4776 Tract 22/Lot 36 1251.0 12.5 118.3 91 90 T PASS 4777 F Tract 22/Lot 45 1251.0 12.8 117.3 89 90 T FAIL 4777 R Tract 22/Lot 45 1251.0 11.7 120.2 92 90 T PASS 4778 Tract 22/Lot 4 1251.0 11.7 120.3 92 90 T PASS 4779 Tract 22/Lot 42 1251.0 11.9 120.0 92 90 T PASS " 4780 Tract 22/Lot 16 1251.0 11.5 122.3 94 90 W PASS 4781 Tract 22/Lot 8 1251.0 11.9 120.8 93 90 W PASS 4782 Tract 22/Lot 24 1251.0 11.7 120.3 92 90 W PASS 4783 Tract 22/Lot 13 1252.0 12.2 120.2 92 90 R PASS 4784 Tract 22/Lot 6 1252.0 12.5 118.7 91 90 R PASS 4785 Tract 22/1313 Street 1252.0 12.5 118.2 91 90 R PASS 4786 Tract 22/Lot 25 1252.0 12.2 118.5 91 90 R PASS 4787 Tract 22/Lot 46 1252.0 11.7 121.6 93 90 R PASS " 4788 Tract 22/Lot 37 1252.0 11.9 120.5 92 90 R PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 67 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pet) (%) (%) TYPE FAIL 07/27/06 4789 Tract 22/Lot 9 1252.0 11.5 122.3 94 90 R PASS 4790 Tract 22/Lot 23 1252.0 11.7 121.2 93 90 R PASS " 4795 Tract 11/Clubhouse 1257.0 10.3 121.4 92 90 U PASS 4796 Tract I1/Clubhouse 1257.0 10.5 119.8 90 90 U PASS to 4797 Tract 11/Clubhouse 1257.0 11.6 120.3 91 90 U PASS of 4798 Tract 11/Clubhouse 1257.0 11.2 121.7 92 90 U PASS " 4803 Tract 11/Clubhouse 1257.0 10.8 121.4 93 90 W PASS " 4804 Tract 11/Clubhouse 1257.0 13.2 120.8 93 90 W PASS It 4805 Tract 11/Clubhouse 1257.0 13.3 122.6 94 90 W PASS " 4806 Tract 11/Clubhouse 1257.0 12.7 123.3 94 90 W PASS 07/28/06 4807 Tract 22/Lot 12 1253.0 10.9 122.7 93 90 U PASS 4808 Tract 22/Lot 35 1253.0 11.2 120.3 91 90 U PASS " 4809 Tract 22/Lot 7 1253.0 11.0 120.7 91 90 U PASS 4810 Tract 22/Lot 21 1253.0 11.3 119.9 90 90 U PASS 4811 Tract 22/Lot 40 1253.0 10.8 121.5 92 90 U PASS 4812 Tract 22/Lot 17 1253.0 10.1 121.1 91 90 U PASS 4813 Tract 22/DC Street 1253.0 10.9 121.5 92 90 U PASS 4814 Tract 22/Lot 18 1253.0 10.5 122.3 92 90 U PASS 4815 Tract 22/C Street 1254.0 12.1 119.3 91 90 T PASS " 4816 Tract 22/Lot 11 1254.0 12.3 120.1 92 90 T PASS " 4817 Tract 22/Lot 5 1254.0 11.8 120.7 92 90 T PASS 4818 Tract 22/Lot 19 1254.0 11.2 118.7 91 90 T PASS 4819 Tract 22/Lot 44 1254.0 11.9 123.4 94 90 T PASS " 4820 Tract 22/DE Street 1254.0 11.7 122.3 94 90 T PASS 4821 Tract 22/DF Street 1254.0 11.5 120.6 92 90 T PASS 4822 Tract 22/Lot 22 1254.0 11.9 122.8 94 90 T PASS 4827 Tract 11/Clubhouse 1258.0 13.4 122.6 94 90 W PASS 4828 Tract l I/Clubhouse 1258.0 12.5 121.7 93 90 W PASS 4829 Tract 11/Clubhouse 1258.0 11.7 120.4 92 90 W PASS " 4830 Tract I1/Clubhouse 1258.0 12.8 119.6 92 90 W PASS 4835 Tract 11/Clubhouse 1258.0 10.8 119.3 91 90 S PASS 4836 Tract 11/Clubhouse 1258.0 11.3 120.4 92 90 S PASS 4837 Tract 11/Clubhouse 1258.0 12.4 123.2 94 90 S PASS 4838 Tract 11/Clubhouse 1258.0 11.5 122.7 94 90 S PASS 07/31/06 4839 Tract 10/Lot 44 1253.0 11.1 121.4 91 90 V PASS " 4840 Tract 10/Lot 52 1253.0 10.9 123.1 92 90 V PASS 4841 Tract 9/Lot 4 1253.0 10.4 126.3 95 90 V PASS 4842 Tract 9/Lot 35 1253.0 11.2 122.6 92 90 V PASS 4843 F Tract 9/Lot 38 1253.0 11.8 118.4 89 90 V FAIL to 4843 R Tract 9/Lot 38 1253.0 10.9 122.5 92 90 V PASS " 4844 Tract 10/Lot 55 1253.0 10.6 121.9 91 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 68 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (fI) (%) (pelf) (%) (%) TYPE FAIL 07/31/06 4845 Tract 10/Lot 4 1253.0 10.8 121.5 91 90 V PASS 4846 Tract 10/Lot 13 1253.0 11.0 123.6 93 90 V PASS 4847 Tract 10/Lot 62 1254.0 11.3 122.1 91 90 V PASS 4848 Tract 10/Lot 48 1254.0 10.7 124.6 93 90 V PASS " 4849 Tract 9/Lot 3 1254.0 10.9 124.1 93 90 V PASS 4850 Tract 9/Lot 36 1254.0 11.3 121.9 92 90 U PASS " 4851 Tract 10/Lot 30 1254.0 11.5 120.6 91 90 U PASS 4852 Tract 10/13Z Street 1254.0 10.8 123.8 93 90 U PASS 4853 Tract 10/Lot 15 1254.0 10.6 123.5 93 90 U PASS " 4854 Tract 10/Lot 6 1254.0 11.1 121.9 92 90 U PASS " 4859 Tract 11/Clubhouse 1259.0 11.7 121.4 93 90 W PASS 4860 Tract 11/Clubhouse 1259.0 12.5 122.3 94 90 W PASS " 4861 Tract 11/Clubhouse 1238.0 12.4 120.6 92 90 W PASS 4862 Tract 11/Clubhouse 1238.0 13.3 119.2 91 90 W PASS 4867 Tract I IB Street 1259.0 13.2 119.4 91 90 W PASS " 4868 Tract 11/Stabilization 1259.0 12.6 121.3 93 90 W PASS " 4869 Tract 11/Stabilization 1239.0 11.7 123.2 94 90 W PASS 4870 Tract 11/Stabilization 1240.0 12.5 122.8 94 90 W PASS 08/01/06 4871 Tract 10/Lot 44 1255.0 10.8 122.3 92 90 U PASS 4872 Tract 10/13Y Street 1255.0 11.1 124.8 94 90 U PASS 4873 Tract 9/Lot 1 1255.0 10.8 124.2 94 90 U PASS 4874 Tract 9/Lot 41 1255.0 11.3 121.5 92 90 U PASS 4875 Tract 10/Lot 28 1255.0 10.6 126.7 96 90 U PASS " 4876 Tract 10/Lot 1 1255.0 11.0 124.3 94 90 U PASS 4877 Tract 10/Lot 9 1255.0 11.4 121.7 92 90 U PASS 4878 Tract 10/Lot 16 1255.0 10.9 123.9 94 90 U PASS " 4879 Tract 10/Lot 61 1255.0 11.6 119.4 91 90 S PASS 4880 Tract 10/Lot 31 1255.0 11.8 121.3 93 90 S PASS 4881 Tract 9/Lot 2 1255.0 11.8 119.8 92 90 S PASS 4882 Tract 9/Lot 37 1255.0 12.3 122.6 94 90 S PASS 4883 Tract 10/Lot 54 1255.0 12.1 120.5 92 90 S PASS 4884 F Tract 10/Lot 2 1255.0 12.8 117.4 89 90 S FAIL 4884 R Tract 10/Lot 2 1255.0 12.2 120.6 92 90 S PASS 4885 Tract 10/Lot 18 1255.0 12.1 120.6 92 90 S PASS " 4886 Tract 10/1)Street 1255.0 12.5 118.4 90 90 S PASS 4891 Tract 11/Clubhouse 1260.0 13.2 121.2 93 90 W PASS " 4892 Tract 11/Clubhouse 1260.0 13.4 120.7 92 90 W PASS 4893 Tract 11/Clubhouse 1241.0 12.5 119.5 92 90 W PASS " 4894 Tract 11/Clubhouse 1242.0 13.8 122.6 94 90 W PASS 4899 Tract 11/Clubhouse 1260.0 11.5 124.5 94 90 U PASS " 4900 Tract 11/Clubhouse 1260.0 11.3 123.3 93 90 U PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 69 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 08/01/06 4901 Tract I1/Clubhouse 1243.0 10.8 119.8 90 90 U PASS " 4902 Tract 11/Clubhouse 1243.0 11.9 121.6 92 90 U PASS 08/02/06 4903 Tract 10/Lot 63 1256.0 12.1 118.1 90 90 T PASS " 4904 Tract 10/Lot 33 1256.0 11.6 122.0 93 90 T PASS 4905 Tract 9/Lot 5 1256.0 11.4 122.6 94 90 T PASS 4906 Tract 9/Lot 39 1256.0 12.1 119.2 91 90 T PASS " 4907 Tract 10/CB Street 1256.0 11.8 123.6 95 90 T PASS 4908 Tract 10/Lot 58 1256.0 11.6 120.9 93 90 T PASS 4909 Tract 10/Lot 10 1256.0 12.0 122.7 94 90 T PASS 4910 Tract 10/1)Street 1256.0 12.3 121.4 93 90 T PASS 4911 Tract 10/Lot 60 1256.0 10.3 122.8 91 90 Q PASS " 4912 Tract 10/Lot 34 1256.0 10.8 122.1 91 90 Q PASS 4913 F Tract 9/Lot 40 1256.0 11.3 119.4 89 90 Q FAIL 4913 R Tract 9/Lot 40 1256.0 10.8 122.3 91 90 Q PASS " 4914 Tract 9/Lot 36 1256.0 10.3 123.8 92 90 Q PASS 4915 Tract 10/Lot 7 1256.0 10.1 124.9 93 90 Q PASS 4916 Tract 10/Lot 56 1256.0 10.5 123.4 92 90 Q PASS to 4917 Tract 10/Lot 11 1256.0 9.9 126.1 94 90 Q PASS " 4918 Tract 10/Lot 27 1256.0 10.1 125.7 93 90 Q PASS 4923 Tract 11/Clubhouse 1261.0 11.7 123.6 93 90 V PASS 4924 Tract 11/Clubhouse 1261.0 11.5 122.4 92 90 V PASS to 4925 Tract 11/Clubhouse 1244.0 10.7 124.2 93 90 V PASS " 4926 Tract 11/Clubhouse 1245.0 11.4 122.5 92 90 V PASS 4931 Tract 11/Clubhouse 1261.0 12.4 121.5 93 90 W PASS " 4932 Tract 11/Clubhouse 1261.0 13.2 117.9 90 90 W PASS 4933 Tract 11/Clubhouse 1246.0 13.8 118.8 91 90 W PASS 4934 Tract 11/Clubhouse 1246.0 12.5 119.9 92 90 W PASS 08/03/06 4935 Tract 10/Lot 62 1257.0 12.6 122.3 94 90 W PASS " 4936 Tract 10/Lot 32 1257.0 12.9 119.5 92 90 W PASS 4937 Tract 9/Lot 35 1257.0 12.1 123.6 95 90 W PASS " 4938 Tract 10/Lot 57 1257.0 12.3 120.1 92 90 W PASS 4939 Tract 10/Lot 22 1257.0 13.1 118.4 91 90 W PASS " 4940 Tract 10/CA Street 1257.0 12.2 122.8 94 90 W PASS 4941 Tract 10/Lot 12 1257.0 12.5 122.1 94 90 W PASS " 4942 Tract 10/Lot 28 1257.0 11.9 124.3 95 90 W PASS 4943 Tract 10/Lot 50 1257.0 11.7 121.6 92 90 U PASS to 4944 Tract 9/Lot 38 1257.0 12.0 120.5 91 90 U PASS " 4945 F Tract 10/Lot 30 1257.0 12.6 118.4 89 90 U FAIL 4945 R Tract 10/Lot 30 1257.0 10.6 121.9 92 90 U PASS 4946 Tract 10/Lot 19 1257.0 11.9 121.2 91 90 U PASS " 4947 Tract 10/13 Street 1257.0 11.3 122.5 92 90 U PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 70 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION 00 (%) (pcI) (%) (%) TYPE FAIL 08/03/06 4948 Tract 10/Lot 14 1257.0 11.7 124.3 94 90 U PASS " 4949 Tract 10/Lot 25 1257.0 11.4 123.6 93 90 U PASS " 4950 Tract 10/D Street 1257.0 11.5 121.4 92 90 U PASS it 4955 Tract 11/Clubhouse 1262.0 12.2 124.3 94 90 U PASS to 4956 Tract 11/Clubhouse 1262.0 11.8 122.2 92 90 U PASS " 4957 Tract 11/Clubhouse 1247.0 11.6 123.8 93 90 U PASS " 4958 Tract 11/Clubhouse 1248.0 10.5 124.3 94 90 U PASS " 4963 Tract 11/Clubhouse 1262.0 11.6 122.7 94 90 R PASS " 4964 Tract 11/Clubhouse 1262.0 12.8 118.5 91 90 R PASS " 4965 Tract 11/Clubhouse 1249.0 11.3 124.3 95 90 R PASS " 4966 Tract 11/Clubhouse 1249.0 11.2 122.6 94 90 R PASS 08/04/06 4967 Tract 10/Lot 45 1258.0 11.8 120.8 92 90 T PASS 4968 Tract 10/Lot 51 1258.0 11.5 123.3 94 90 T PASS 4969 Tract 9/Lot 37 1258.0 12.1 119.4 91 90 T PASS 4970 Tract 10/Lot 57 1258.0 12.3 119.9 92 90 T PASS " 4971 Tract 10/Lot 3 1258.0 11.7 122.4 94 90 T PASS " 4972 Tract 10/Lot 11 1258.0 11.9 121.5 93 90 T PASS " 4973 Tract 10/Lot 16 1258.0 11.4 123.9 95 90 T PASS 4974 Tract 10/Lot 29 1258.0 12.1 120.8 92 90 T PASS " 4975 Tract 10/Lot 47 1258.0 11.9 119.5 91 90 T PASS 4976 Tract 9/Lot 1 1258.0 11.4 121.7 93 90 T PASS " 4977 Tract 9/Lot 41 1258.0 11.8 121.2 93 90 T PASS 4978 Tract 10/Lot 53 1258.0 12.3 123.1 94 90 W PASS " 4979 Tract 10/CA Street 1258.0 12.5 120.6 92 90 W PASS 4980 Tract 10/Lot 5 1258.0 12.8 120.0 92 90 W PASS 4981 Tract 10/Cl3 Street 1258.0 12.5 118.6 91 90 W PASS " 4982 Tract 10/Lot 26 1258.0 12.0 121.7 93 90 W PASS 4987 Tract 11/Clubhouse 1263.0 13.2 120.8 93 90 W PASS " 4988 Tract 11/Clubhouse 1263.0 13.4 118.7 91 90 W PASS 4989 Tract 11/Clubhouse 1250.0 12.8 121.6 93 90 W PASS " 4990 Tract 11/Clubhouse 1251.0 12.6 122.3 94 90 W PASS 4995 Tract 11/Clubhouse 1263.0 11.6 122.7 94 90 T PASS " 4996 Tract 11/Clubhouse 1263.0 10.7 120.8 92 90 T PASS " 4997 Tract 11/Clubhouse 1250.0 10.4 118.9 91 90 T PASS 4998 Tract 11/Clubhouse 1251.0 11.9 122.6 94 90 T PASS 08/07/06 4999 Tract 10/Lot 48 1259.0 12.2 119.8 92 90 W PASS " 5000 Tract 9/Lot 4 1259.0 12.6 123.1 94 90 W PASS it 5001 Tract 10/BZ Street 1259.0 12.8 120.6 92 90 W PASS " 5002 Tract 10/Lot 24 1259.0 12.1 123.6 95 90 W PASS " 5003 Tract 10/Lot 8 1259.0 11.9 120.3 92 90 W PASS 5004 Tract 10/Lot 13 1259.0 12.2 122.6 94 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 71 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 08/07/06 5005 Tract 10/Lot 17 1259.0 12.0 120.8 93 90 W PASS " 5006 Tract 10/Lot X 1259.0 12.4 121.6 93 90 W PASS " 5007 Tract 10/Lot 49 1259.0 11.8 122.1 94 90 W PASS 5008 Tract 9/Lot 38 1259.0 12.7 119.4 91 90 W PASS " 5009 Tract 9/13W Street 1259.0 12.8 120.4 92 90 W PASS " 5010 F Tract 10/Lot 55 1259.0 13.1 116.6 89 90 W FAIL 5010 R Tract 10/Lot 55 1259.0 11.5 119.4 91 90 W PASS 5011 Tract 10/Lot 23 1259.0 12.5 122.3 94 90 W PASS 5012 Tract 10/Lot 6 1259.0 12.7 122.0 93 90 W PASS 5013 Tract 10/Lot 13 1259.0 12.2 120.9 93 90 W PASS 5014 Tract 10/Lot 28 1259.0 12.6 122.8 94 90 W PASS 5015 Tract 11/Clubhouse 1264.0 11.3 123.8 93 90 V PASS " 5016 Tract 11/Clubhouse 1264.0 11.2 122.4 92 90 V PASS 5017 Tract II/Clubhouse 1264.0 10.8 124.7 93 90 V PASS " 5018 Tract 11/Clubhouse 1264.0 10.5 123.5 93 90 V PASS 5019 Tract 11/Stabilization 1252.0 11.6 121.7 91 90 V PASS " 5020 Tract 11/Stabilization 1252.0 9.8 123.5 93 90 V PASS 5021 Tract I I/Stabilization 1253.0 11.4 124.6 93 90 V PASS 5022 Tract I1/Stabilization 1253.0 10.7 122.8 92 90 V PASS 5023 Tract 11/Clubhouse 1264.0 10.6 122.6 91 90 Y PASS 5024 Tract 11/Clubhouse 1264.0 10.7 120.9 90 90 Y PASS 5025 Tract 11/Clubhouse 1264.0 11.5 123.5 92 90 Y PASS " 5026 Tract 11/Clubhouse 1264.0 10.8 121.8 91 90 Y PASS 5027 Tract 11/Stabilization 1254.0 11.4 127.3 95 90 Y PASS " 5028 Tract I1/Stabilization 1254.0 11.2 124.4 93 90 Y PASS " 5029 Tract 11/Stabilization 1254.0 10.9 123.7 92 90 Y PASS 5030 Tract 11/Stabilization 1254.0 11.3 125.3 94 90 Y PASS 08/08/06 5031 Tract 10/Lot 46 1260.0 11.9 120.5 92 90 W PASS " 5032 Tract 10/Lot 52 1260.0 11.6 118.7 91 90 W PASS " 5033 Tract 9/Lot 3 1260.0 12.3 122.4 94 90 W PASS 5034 Tract 10/Lot 59 1260.0 11.8 122.0 93 90 T PASS " 5035 Tract 10/Lot 4 1260.0 11.5 119.5 91 90 T PASS 5036 Tract 10/Lot 9 1260.0 12.1 121.9 93 90 T PASS 5037 Tract 10/Lot 18 1260.0 11.8 121.4 93 90 T PASS " 5038 Tract 10/Lot 27 1260.0 11.9 121.6 93 90 T PASS 5039 Tract 10/Lot 61 1260.0 11.1 122.1 93 90 T PASS 5040 Tract 10/Lot 31 1260.0 11.6 121.6 93 90 T PASS 5041 Tract 9/Lot 36 1260.0 11.3 120.0 92 90 T PASS 5042 Tract 10/Lot 56 1260.0 12.2 118.8 91 90 T PASS " 5043 Tract 10/Lot 1 1260.0 12.0 120.6 92 90 T PASS 5044 Tract 10/Lot 7 1260.0 11.6 122.1 93 90 T PASS 5045 Tract 10/Lot 15 1260.0 10.8 119.7 92 90 T PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 72 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 08/08/06 5046 Tract 10/Lot 26 1260.0 11.5 123.3 94 90 T PASS " 5047 Tract 11/Clubhouse 1265.0 12.7 121.6 93 90 W PASS 5048 Tract 11/Clubhouse 1265.0 12.3 120.8 93 90 W PASS " 5049 Tract 11/Clubhouse 1265.0 11.8 122.3 94 90 W PASS " 5050 Tract 11/Clubhouse 1265.0 11.5 119.6 92 90 W PASS " 5051 Tract 11/Stabilization 1255.0 12.2 121.4 93 90 W PASS 5052 Tract 11/Stabilization 1255.0 12.6 118.7 91 90 W PASS 5053 Tract 11/Stabilization 1256.0 13.3 120.5 92 90 W PASS 5054 Tract 11/Stabilization 1256.0 12.5 121.3 93 90 W PASS 5055 Tract 11/Clubhouse 1265.0 11.2 124.3 93 90 V PASS " 5056 Tract 11/Clubhouse 1265.0 11.5 126.2 95 90 V PASS 5057 Tract 11/Clubhouse 1265.0 10.5 123.5 93 90 V PASS 5058 Tract 11/Clubhouse 1265.0 11.7 121.8 91 90 V PASS 5059 Tract 11/Stabilization 1257.0 10.6 122.7 92 90 V PASS 5060 Tract 11/Stabilization 1257.0 10.3 120.9 91 90 V PASS 5061 Tract 11/Stabilization 1257.0 11.4 123.4 92 90 V PASS 5062 Tract 11/Stabilization 1257.0 11.9 121.6 91 90 V PASS 08/09/06 5063 Tract 10/Lot 33 1261.0 11.6 122.4 94 90 S PASS " 5064 Tract 9/Lot 2 1261.0 11.9 120.6 92 90 S PASS 5065 Tract 9/Lot 39 1261.0 12.1 120.1 92 90 S PASS " 5066 Tract 10/Lot 54 1261.0 11.9 121.8 93 90 S PASS 5067 Tract 10/Lot 2 1261.0 11.8 118.4 90 90 S PASS 5068 F Tract 10/Lot 20 1261.0 12.3 116.5 89 90 S FAIL 5068 R Tract 10/Lot 20 1261.0 12.3 120.9 92 90 S PASS 5069 Tract 10/Lot 16 1261.0 12.0 120.9 92 90 S PASS 5070 Tract 10/Lot 30 1261.0 11.8 123.5 94 90 S PASS 5071 Tract 10/Lot 63 1261.0 12.4 122.6 94 90 S PASS 5072 Tract 10/Lot 34 1261.0 12.1 121.2 93 90 S PASS " 5073 Tract 9/Lot 35 1261.0 10.8 122.4 92 90 U PASS 5074 Tract 10/Lot 58 1261.0 11.0 124.2 94 90 U PASS " 5075 Tract 10/Lot 21 1261.0 11.4 120.8 91 90 U PASS 5076 Tract 10/Lot 10 1261.0 10.9 122.6 93 90 U PASS " 5077 Tract 10/Lot 25 1261.0 10.7 122.1 92 90 U PASS 5078 Tract 10/Lot 30 1261.0 11.1 121.4 92 90 U PASS 5079 Tract 1 I/Clubhouse 1266.0 11.2 123.7 93 90 V PASS 5080 Tract 11/Clubhouse 1266.0 11.5 122.4 92 90 V PASS 5081 Tract 11/Clubhouse 1266.0 9.8 124.5 93 90 V PASS 5082 Tract 11/Clubhouse 1266.0 10.6 123.3 92 90 V PASS 5083 Tract 11/Stabilization 1258.0 10.7 120.8 90 90 V PASS 5084 Tract 11/Stabilization 1258.0 11.3 121.5 91 90 V PASS 5085 Tract 11/Stabilization 1259.0 11.4 123.6 93 90 V PASS 5086 Tract 11/Stabilization 1259.0 10.5 122.7 92 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 73 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pct) (%) (%) TYPE FAIL 08/09/06 5087 Tract 11/Clubhouse 1266.0 13.4 122.4 94 90 W PASS to 5088 Tract I1/Clubhouse 1266.0 12.3 120.7 92 90 W PASS It 5089 Tract 11/Clubhouse 1266.0 12.8 118.8 91 90 W PASS " 5090 Tract I1/Clubhouse 1266.0 13.7 117.9 90 90 W PASS to" 5091 Tract 11/Stabilization 1260.0 12.5 121.5 93 90 W PASS 5092 Tract I1/Stabilization 1260.0 12.2 123.2 94 90 W PASS of 5093 Tract 11/Stabilization 1260.0 13.6 118.6 91 90 W PASS to 5094 Tract 11/Stabilization 1260.0 12.9 124.3 95 90 W PASS 08/10/06 5095 Tract 10/Lot 60 1262.0 11.1 123.2 93 90 U PASS it 5096 Tract 9/Lot 5 1262.0 10.8 121.1 91 90 U PASS to 5097 Tract 9/Lot 37 1262.0 10.8 120.3 91 90 U PASS 5098 Tract 10/Lot 53 1262.0 10.5 122.5 92 90 U PASS 5099 Tract 10/Lot 19 1262.0 11.3 120.3 92 90 R PASS 5100 Tract 10/Lot 5 1262.0 11.9 118.8 91 90 R PASS 5101 Tract 10/Lot 12 1262.0 11.6 122.2 94 90 R PASS 5102 Tract 10/Lot 26 1262.0 12.1 122.6 94 90 R PASS " 5103 Tract 10/Lot 44 1262.0 11.6 119.8 92 90 R PASS 5104 Tract 10/Lot 48 1262.0 11.9 119.2 91 90 R PASS " 5105 Tract 9/Lot 40 1262.0 11.3 123.8 95 90 R PASS 5106 Tract 10/Lot 57 1262.0 11.8 120.5 92 90 R PASS 5107 Tract 10/Lot 22 1262.0 11.6 119.6 92 90 R PASS 5108 Tract 10/Lot 11 1262.0 11.5 123.4 94 90 R PASS " 5109 Tract 10/Lot 14 1262.0 11.7 122.4 94 90 R PASS " 5110 Tract 10/Lot 29 1262.0 11.8 121.3 93 90 R PASS 5111 Tract 11/Clubhouse 1267.0 12.7 121.6 93 90 W PASS 5112 Tract 11/Clubhouse 1267.0 13.2 119.8 92 90 W PASS " 5113 Tract 11/Clubhouse 1267.0 13.5 120.6 92 90 W PASS 5114 Tract I1/Clubhouse 1267.0 12.6 122.2 94 90 W PASS " 5115 Tract 11/Stabilization 1261.0 12.3 121.7 93 90 W PASS 5116 Tract 11/Stabilization 1261.0 11.8 123.4 95 90 W PASS 5117 Tract 11/Stabilization 1262.0 13.4 119.5 92 90 W PASS " 5118 Tract 11/Stabilization 1262.0 12.5 120.8 93 90 W PASS 5119 Tract 11/Clubhouse 1267.0 11.6 115.9 90 90 P PASS " 5120 F Tract 11/Clubhouse 1267.0 7.3 113.4 88 90 P FAIL 5120 R Tract 11/Clubhouse 1267.0 12.7 117.8 92 90 P PASS 5121 Tract 11/Clubhouse 1267.0 12.5 117.8 92 90 P PASS " 5122 Tract 11/Clubhouse 1267.0 12.3 119.7 93 90 P PASS 5123 Tract 11/Stabilization 1263.0 11.4 120.4 94 90 P PASS " 5124 Tract 11/Stabilization 1263.0 11.8 122.3 95 90 P PASS " 5125 Tract 11/Stabilization 1264.0 12.7 118.6 92 90 P PASS " 5126 Tract 11/Stabilization 1264.0 11.9 121.5 95 90 P PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 74 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 08/11/06 5127 Tract 10/Lot 62 1263.0 12.6 121.4 93 90 W PASS 5128 Tract 10/Lot 32 1263.0 12.1 123.6 95 90 W PASS 5129 Tract 9/Lot 41 1263.0 12.3 122.5 94 90 W PASS 5130 Tract 10/Lot 55 1263.0 12.8 119.4 91 90 W PASS 5131 Tract 10/Lot 24 1263.0 12.2 122.1 94 90 W PASS 5132 Tract 10/Lot 3 1263.0 12.6 120.4 92 90 W PASS " 5133 Tract 10/Lot 13 1263.0 12.6 120.1 92 90 W PASS " 5134 Tract 10/Lot 28 1263.0 11.8 122.8 94 90 W PASS 5135 Tract 10/Lot 50 1263.0 12.6 119.1 91 90 W PASS 5136 Tract 9/Lot 5 1263.0 13.2 116.1 89 90 W FAIL " 5137 Tract 9/Lot 38 1263.0 12.8 120.9 93 90 W PASS " 5138 Tract 10/Lot 59 1263.0 11.6 123.1 94 90 T PASS " 5139 Tract 10/Lot 1 1263.0 12.1 120.8 92 90 T PASS 5140 Tract 10/Lot 6 1263.0 11.9 120.5 92 90 T PASS 5141 Tract 10/Lot 17 1263.0 11.5 122.6 94 90 T PASS 5142 Tract 10/Lot 27 1263.0 11.9 121.3 93 90 T PASS 5143 Tract 11/Clubhouse 1268.0 11.2 122.3 92 90 V PASS " 5144 Tract 11/Clubhouse 1268.0 11.5 124.5 93 90 V PASS 5145 Tract 11/Clubhouse 1268.0 10.8 123.2 92 90 V PASS " 5146 Tract ll/Clubhouse 1268.0 9.7 119.8 90 90 V FAIL " 5147 Tract 11/Stabilization 1265.0 10.6 120.7 90 90 V PASS 5148 Tract I1/Stabilization 1265.0 11.3 121.4 91 90 V PASS 5149 Tract 11/Stabilization 1266.0 11.4 123.5 93 90 V PASS " 5150 Tract 11/Stabilization 1266.0 10.8 122.6 92 90 V PASS 5151 Tract ll/Clubhouse 1268.0 13.4 120.6 92 90 S PASS " 5152 Tract 11/Clubhouse 1268.0 13.5 118.8 91 90 S PASS 5153 Tract I1/Clubhouse 1268.0 12.8 119.7 91 90 S PASS " 5154 Tract 11/Clubhouse 1268.0 13.7 123.4 94 90 S PASS 5155 Tract 11/Stabilization 1267.0 12.6 125.3 96 90 S PASS " 5156 Tract 11/Stabilization 1267.0 12.3 122.5 94 90 S PASS 5157 Tract 11/Stabilization 1268.0 11.9 124.2 95 90 S PASS 5158 F Tract 11/Stabilization 1268.0 8.6 116.8 89 90 S FAIL 5158 R Tract 11/Stabilization 1268.0 11.4 120.6 92 90 S PASS 08/12/06 5159 Tract 11/Stabilization 1238.0 10.8 125.4 94 90 V PASS to 5160 Tract 11/Stabilization 1238.0 11.0 123.6 93 90 V PASS 5161 Tract 11/Stabilization 1238.0 10.6 125.0 94 90 V PASS 5162 Tract I1/Stabilization 1238.0 10.4 124.8 93 90 V PASS 5163 Tract 11/Stabilization 1239.0 12.1 123.5 93 90 V PASS " 5164 F Tract 11/Stabilization 1239.0 11.6 118.6 89 90 V FAIL " 5164 R Tract 11/Stabilization 1239.0 13.2 119.9 90 90 V PASS 5165 Tract 11/Stabilization 1239.0 10.8 122.5 92 90 V PASS 5166 Tract 11/Stabilization 1239.0 10.6 122.0 91 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 75 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 08/14/06 5175 Tract 11/Stabilization 1240.0 10.4 124.6 93 90 V PASS 5176 Tract 11/Stabilization 1240.0 11.2 122.6 92 90 V PASS " 5177 Tract 11/Stabilization 1240.0 10.8 124.7 93 90 V PASS 5178 Tract 11/Stabilization 1240.0 10.2 124.0 93 90 V PASS 5179 Tract 11/Stabilization 1240.0 10.5 123.6 93 90 V PASS 5180 Tract 11/Stabilization 1240.0 10.9 125.4 94 90 V PASS 5181 Tract 11/Stabilization 1240.0 11.1 123.8 93 90 V PASS " 5182 Tract 11/Stabilization 1240.0 11.0 123.0 92 90 V PASS 5183 Tract 11/Stabilization 1241.0 10.3 125.2 93 90 Q PASS 5184 Tract I1/Stabilization 1241.0 10.6 124.7 93 90 Q PASS 5185 Tract 11/Stabilization 1241.0 11.1 122.8 91 90 Q PASS " 5186 Tract 11/Stabilization 1241.0 10.1 126.3 94 90 Q PASS " 5187 Tract 11/Stabilization 1241.0 10.5 124.5 93 90 Q PASS " 5188 Tract 11/Stabilization 1241.0 10.3 124.0 92 90 Q PASS 5189 Tract 11/Stabilization 1241.0 10.0 126.8 94 90 Q PASS 5190 Tract 11/Stabilization 1241.0 10.5 125.1 93 90 Q PASS 08/15/06 5207 Tract 11/Stabilization 1242.0 11.1 121.6 92 90 U PASS " 5208 Tract 11/Stabilization 1242.0 11.6 120.5 91 90 U PASS " 5209 Tract 11/Stabilization 1242.0 11.5 124.8 94 90 U PASS " 5210 Tract 11/Stabilization 1242.0 11.8 122.9 93 90 U PASS 5211 Tract 11/Stabilization 1242.0 10.8 124.2 94 90 U PASS 5212 Tract 11/Stabilization 1242.0 10.4 125.3 95 90 U PASS " 5213 Tract 11/Stabilization 1242.0 11.8 120.6 92 90 R PASS 5214 Tract 11/Stabilization 1242.0 11.5 123.4 94 90 R PASS " 5215 Tract 11/Stabilization 1243.0 11.1 121.5 93 90 R PASS 5216 Tract 11/Stabilization 1243.0 11.8 119.2 91 90 R PASS 5217 Tract 11/Stabilization 1243.0 11.5 121.7 93 90 R PASS " 5218 Tract 11/Stabilization 1243.0 12.1 123.5 95 90 R PASS 5219 Tract 11/Stabilization 1243.0 12.4 123.1 94 90 R PASS 5220 Tract 11/Stabilization 1243.0 11.9 120.4 92 90 R PASS " 5221 Tract 11/Stabilization 1243.0 11.6 122.6 94 90 R PASS " 5222 Tract 11/Stabilization 1243.0 11.3 123.8 95 90 R PASS 08/16/06 5239 Tract 11/Stabilization 1244.0 12.3 120.1 92 90 T PASS 5240 Tract 11/Stabilization 1244.0 12.1 120.5 92 90 T PASS 5241 F Tract 11/Stabilization 1244.0 12.6 116.8 89 90 T FAIL 5241 R Tract 11/Stabilization 1244.0 12.2 119.5 91 90 T PASS 5242 Tract 11/Stabilization 1244.0 12.2 121.2 93 90 T PASS " 5243 Tract 11/Stabilization 1244.0 11.8 123.6 95 90 T PASS " 5244 Tract 11/Stabilization 1244.0 12.0 122.5 94 90 T PASS " 5245 Tract 11/Stabilization 1244.0 12.4 119.2 91 90 T PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 76 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 08/16/06 5246 Tract 11/Stabilization 1244.0 11.9 121.9 93 90 T PASS 5247 Tract 11/Stabilization 1245.0 11.8 119.2 93 90 P PASS 5248 Tract 11/Stabilization 1245.0 11.1 117.2 91 90 P PASS 5249 Tract 11/Stabilization 1245.0 12.1 117.8 92 90 P PASS to 5250 Tract I1/Stabilization 1245.0 11.6 120.1 93 90 P PASS 5251 Tract I1/Stabilization 1245.0 11.1 118.6 92 90 P PASS " 5252 Tract 11/Stabilization 1245.0 10.8 121.4 94 90 P PASS " 5253 Tract 11/Stabilization 1245.0 11.3 120.8 94 90 P PASS " 5254 Tract 11/Stabilization 1245.0 11.6 119.3 93 90 P PASS 08/17/06 5271 Tract 11/Stabilization 1246.0 12.4 120.7 92 90 S PASS " 5272 Tract 11/Stabilization 1246.0 11.9 123.1 94 90 S PASS " 5273 Tract 11/Stabilization 1246.0 11.3 120.3 92 90 S PASS " 5274 Tract 11/Stabilization 1246.0 12.0 118.4 90 90 S PASS 5275 Tract 11/Stabilization 1246.0 11.8 121.5 93 90 S PASS 5276 Tract 11/Stabilization 1246.0 12.3 119.9 92 90 S PASS " 5277 Tract 11/Stabilization 1246.0 11.5 122.1 93 90 S PASS 5278 Tract 11/Stabilization 1246.0 11.7 122.8 94 90 S PASS " 5279 Tract 11/Stabilization 1247.0 12.1 119.5 91 90 S PASS " 5280 Tract 11/Stabilization 1247.0 12.5 118.2 90 90 S PASS 5281 Tract I1/Stabilization 1247.0 11.9 121.6 93 90 S PASS 5282 Tract 11/Stabilization 1247.0 12.4 120.5 92 90 S PASS " 5283 Tract 11/Stabilization 1247.0 12.8 118.2 90 90 S PASS 5284 F Tract 11/Stabilization 1247.0 13.3 115.6 88 90 S FAIL 5284 R Tract 11/Stabilization 1247.0 12.2 119.7 91 90 S PASS " 5285 Tract II/Stabilization 1247.0 12.5 120.1 92 90 S PASS 5286 Tract 11/Stabilization 1247.0 11.9 122.8 94 90 S PASS 08/18/06 5303 Tract 11/Stabilization 1248.0 12.4 120.6 92 90 W PASS " 5304 Tract 11/Stabilization 1248.0 12.1 123.5 95 90 W PASS 5305 Tract 11/Stabilization 1248.0 12.5 121.8 93 90 W PASS " 5306 Tract 11/Stabilization 1248.0 12.9 119.4 91 90 W PASS 5307 Tract 11/Stabilization 1248.0 11.8 122.3 94 90 W PASS 5308 Tract 11/Stabilization 1248.0 12.1 120.6 92 90 W PASS 5309 Tract 11/Stabilization 1248.0 11.5 122.8 94 90 R PASS 5310 Tract 11/Stabilization 1248.0 12.1 120.1 92 90 R PASS 5311 Tract 11/Stabilization 1249.0 11.6 122.6 94 90 R PASS " 5312 Tract I1/Stabilization 1249.0 12.1 120.5 92 90 R PASS " 5313 Tract 11/Stabilization 1249.0 12.6 118.7 91 90 R PASS 5314 Tract 11/Stabilization 1249.0 11.8 121.9 93 90 R PASS " 5315 Tract 11/Stabilization 1249.0 11.5 121.1 93 90 R PASS 5316 Tract I1/Stabilization 1249.0 11.6 123.2 94 90 R PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 77 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pcf) (%) (%) TYPE FAIL 08/18/06 5317 Tract 11/Stabilization 1249.0 11.9 121.6 93 90 R PASS of 5318 Tract 11/Stabilization 1249.0 12.1 120.3 92 90 R PASS 08/21/06 5335 Tract I I/Lot 10 1250.0 10.5 121.6 92 90 U PASS 5336 Tract I1/Stabilization 1250.0 10.8 119.9 90 90 U PASS 5337 Tract 1I/Stabilization 1250.0 11.2 122.5 92 90 U PASS 5338 Tract 11/Stabilization 1250.0 9.9 120.8 91 90 U PASS 5339 Tract 11/Stabilization 1250.0 11.7 122.3 92 90 U PASS " 5340 Tract 11/Stabilization 1250.0 10.4 124.4 94 90 U PASS " 5341 Tract I I/Stabilization 1250.0 11.3 121.7 92 90 U PASS 5342 Tract I I/Lot 26 1250.0 10.6 123.2 93 90 U PASS " 5343 Tract I1/Stabilization 1251.0 12.6 120.7 92 90 W PASS " 5344 Tract I I/Lot 11 1251.0 12.4 123.3 94 90 W PASS 5345 Tract 11/Stabilization 1251.0 13.2 121.6 93 90 W PASS " 5346 Tract I1/Stabilization 1251.0 12.5 122.2 94 90 W PASS " 5347 Tract lI/Stabilization 1251.0 11.8 119.8 92 90 W PASS 5348 Tract I I/Lot 21 1251.0 13.3 117.9 90 90 W PASS 5349 Tract 11/Stabilization 1251.0 13.7 120.5 92 90 W PASS 5350 Tract I I/Lot 24 1251.0 11.9 122.4 94 90 W PASS 08/22/06 5367 Tract 11/Stabilization 1252.0 11.4 120.8 90 90 V PASS it 5368 Tract l I/Stabilization 1268.0 11.7 122.7 92 90 V PASS " 5369 Tract I I/Lot 14 1268.0 10.6 124.5 93 90 V PASS 5370 Tract 11/Stabilization 1268.0 11.5 121.6 91 90 V PASS 5371 Tract 11/Stabilization 1268.0 12.3 123.2 92 90 V PASS 5372 Tract 11/Lot 20 1268.0 10.9 125.3 94 90 V PASS 5373 Tract I1/Stabilization 1268.0 10.8 122.4 92 90 V PASS 5374 Tract lI/Stabilization 1268.0 12.2 120.9 91 90 V PASS " 5375 Tract I I/Lot 9 1268.0 12.6 121.7 93 90 W PASS 5376 Tract I1/Stabilization 1268.0 13.2 123.5 95 90 W PASS " 5377 Tract I1/Stabilization 1268.0 11.8 120.6 92 90 W PASS " 5378 Tract I I/Lot 18 1268.0 13.7 122.3 94 90 W PASS 5379 Tract 11/Stabilization 1268.0 13.3 121.4 93 90 W PASS " 5380 Tract 11/Lot 22 1268.0 12.4 119.9 92 90 W PASS 5381 Tract 11/Stabilization 1268.0 12.5 117.9 90 90 W PASS " 5382 Tract I I/Lot 25 1268.0 11.9 120.8 93 90 W PASS 08/23/06 5399 Tract I I/Stabilization 1254.0 11.2 122.3 92 90 U PASS " 5400 Tract l I/Lot 11 1254.0 11.5 124.2 94 90 U PASS 5401 Tract 11/Stabilization 1254.0 10.3 120.7 91 90 U PASS " 5402 Tract 11/Stabilization 1254.0 11.7 123.4 93 90 U PASS 5403 Tract I1/Stabilization 1254.0 9.6 121.8 92 90 U PASS " 5404 Tract 1 I/Lot 20 1254.0 9.9 123.6 93 90 U PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 78 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 08/23/06 5405 Tract 11/Stabilization 1254.0 10.4 119.9 90 90 U PASS " 5406 Tract 11/Lot 23 1254.0 11.8 122.5 92 90 U PASS " 5407 Tract 11/Stabilization 1255.0 11.5 121.4 93 90 S PASS 5408 Tract 11/Lot 13 1255.0 12.2 118.9 91 90 S PASS 5409 Tract 11/Stabilization 1255.0 11.8 120.6 92 90 S PASS 5410 Tract 11/Lot 17 1255.0 12.3 123.5 94 90 S PASS 5411 Tract 11/Stabilization 1255.0 12.7 119.8 92 90 S PASS 5412 Tract 11/Stabilization 1255.0 11.6 124.2 95 90 S PASS 5413 Tract 11/Stabilization 1255.0 13.4 122.7 94 90 S PASS 5414 Tract 11/Lot 25 1255.0 11.9 125.3 96 90 S PASS " 5415 Tract 8/C Street 1255.0 12.5 121.2 93 90 W PASS " 5416 Tract 8/C Street 1256.0 12.7 118.8 91 90 W PASS " 5417 Tract 8/C Street 1258.0 13.3 124.5 95 90 W PASS " 5418 Tract 11/Stabilization 1259.0 11.2 122.6 94 90 W PASS 5419 Tract 8/C Street 1256.0 12.8 119.4 91 90 W PASS 5420 Tract 8/C Street 1256.0 13.5 123.7 95 90 W PASS 5421 Tract 8/C Street 1257.0 13.6 120.8 93 90 W PASS " 5422 Tract 9/Diamond Drive 1260.0 11.4 117.5 90 90 W PASS " 5423 Tract 8/C Street 1257.0 10.6 124.4 93 90 V PASS 5424 Tract 8/C Street 1257.0 11.4 126.3 95 90 V PASS 5425 Tract 8/C Street 1258.0 11.2 121.7 91 90 V PASS 5426 Tract 8/C Street 1259.0 10.3 123.2 92 90 V PASS " 5427 Tract 8/C Street 1258.0 11.8 122.6 92 90 V PASS 5428 Tract 8/C Street 1258.0 11.5 120.9 91 90 V PASS 5429 Tract 8/C Street 1259.0 10.7 123.5 93 90 V PASS 5430 Tract 8/C Street 1260.0 10.9 121.8 91 90 V PASS 08/24/06 5431 Tract 11/Stabilization 1256.0 10.5 123.3 93 90 U PASS " 5432 Tract 11/Lot 11 1256.0 10.6 120.6 91 90 U PASS 5433 Tract 11/Stabilization 1256.0 11.2 122.2 92 90 U PASS 5434 Tract 11/Lot 16 1256.0 9.9 119.9 90 90 U PASS 5435 Tract 11/Stabilization 1256.0 11.4 123.7 93 90 U PASS 5436 Tract 11/Stabilization 1256.0 12.3 121.4 92 90 U PASS " 5437 Tract 11/Stabilization 1256.0 10.8 124.5 94 90 U PASS " 5438 Tract 11/Lot 26 1256.0 11.7 122.8 93 90 U PASS 5439 Tract 11/Stabilization 1257.0 12.5 121.6 93 90 W PASS " 5440 Tract 11/Stabilization 1257.0 12.6 124.3 95 90 W PASS 5441 Tract 11/Lot 14 1257.0 13.3 120.5 92 90 W PASS 5442 Tract 11/Stabilization 1257.0 12.7 121.4 93 90 W PASS 5443 Tract 11/Stabilization 1257.0 13.4 123.2 94 90 W PASS " 5444 Tract 11/Lot 20 1257.0 11.9 120.9 93 90 W PASS 5445 Tract 11/Stabilization 1257.0 12.8 117.7 90 90 W PASS " 5446 Tract 11/Stabilization 1257.0 13.2 119.8 92 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 79 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pef) (%) (%) TYPE FAIL 08/24/06 5447 Tract 8/C Street 1259.0 10.5 125.3 95 90 U PASS " 5448 Tract 8/C Street 1259.0 11.7 122.5 92 90 U PASS 5449 Tract 8/C Street 1259.0 11.8 124.7 94 90 U PASS " 5450 Tract 8/C Street 1260.0 10.4 120.8 91 90 U PASS 5451 Tract 8/C Street 1260.0 12.2 123.4 93 90 U PASS 5452 Tract 8/C Street 1260.0 11.3 119.5 90 90 U PASS 5453 Tract 8/C Street 1260.0 12.6 123.2 93 90 U PASS 5454 Tract 8/C Street 1260.0 10.6 121.3 92 90 U PASS 5455 Tract 19/Street 1260.0 12.8 120.5 92 90 W PASS " 5456 Tract 19/Street 1260.0 12.9 118.7 91 90 W PASS " 5457 Tract 19/Street 1260.0 13.5 117.9 90 90 W PASS " 5458 Tract 18/Street 1260.0 14.3 121.6 93 90 W PASS 5459 Tract 19/Street 1260.0 13.6 123.4 95 90 W PASS 5460 Tract 19/Street 1260.0 13.2 124.3 95 90 W PASS " 5461 Tract 19/Street 1260.0 12.4 122.7 94 90 W PASS 5462 Tract 18/Street 1260.0 12.7 119.8 92 90 W PASS 08/25/06 5463 Tract 18/Street 1260.0 14.4 117.8 90 90 W PASS 5464 Tract 17/Street 1260.0 12.7 119.4 91 90 W PASS 5466 Tract 18/Street 1260.0 13.2 118.7 91 90 W PASS 5467 Tract 18/Street 1260.0 11.5 125.3 94 90 Y PASS 5468 Tract 17/Street 1260.0 10.8 126.4 94 90 Y PASS 5470 Tract 18/Street 1260.0 10.9 124.5 93 90 Y PASS 5471 Tract 9/Diamond Drive 1260.0 12.3 119.1 91 90 W PASS " 5472 Tract 9/Diamond Drive 1260.0 12.7 120.2 92 90 W PASS 5473 Tract 9/Diamond Drive 1260.0 13.3 118.8 91 90 W PASS 5474 Tract 9/Diamond Drive 1260.0 12.4 119.4 91 90 W PASS 5475 Tract 9/Diamond Drive 1260.0 10.8 124.6 93 90 Y PASS 5476 Tract 9/Diamond Drive 1260.0 11.0 123.7 92 90 Y PASS 5477 Tract 9/Diamond Drive 1260.0 11.9 120.8 90 90 Y PASS 5478 Tract 18/Diamond Drive 1260.0 10.2 126.1 94 90 Y PASS 5479 Tract 11/Lot 3 1258.0 12.7 119.7 92 90 W PASS 5480 Tract 11/Stabilization 1258.0 12.2 117.9 90 90 W PASS " 5481 Tract I I/Lot 47 1258.0 11.8 120.6 92 90 W PASS 5482 Tract I I/Lot 37 1258.0 12.4 123.4 95 90 W PASS 5483 Tract I I/Lot 21 1258.0 11.5 121.8 93 90 W PASS 5484 Tract 11/Stabilization 1258.0 11.3 117.8 90 90 W PASS 5485 Tract I I/Lot 27 1258.0 10.9 122.5 94 90 W PASS 5486 Tract I I/Lot 32 1258.0 11.6 123.3 94 90 W PASS 5487 Tract I1/Lot 1 1259.0 10.7 119.8 90 90 U PASS " 5488 Tract 11/Lot 56 1259.0 11.4 122.6 93 90 U PASS " 5489 Tract 11/Stabilization 1259.0 11.6 121.5 92 90 U PASS " 5490 Tract I I/Lot 42 1259.0 9.9 124.3 94 90 U PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 80 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 08/25/06 5491 Tract 11/Stabilization 1259.0 10.5 119.9 90 90 U PASS " 5492 Tract 11/Lot 36 1259.0 10.8 120.7 91 90 U PASS 5493 Tract 11/L,ot 30 1259.0 9.9 125.2 94 90 U PASS 5494 Tract 11/Stabilization 1259.0 11.3 122.4 92 90 U PASS 08/28/06 5495 Tract 8/C Street 1261.0 11.5 121.5 91 90 V PASS " 5496 Tract 8/C Street 1261.0 10.7 123.2 92 90 V PASS to 5497 Tract 8/C Street 1261.0 10.4 122.7 92 90 V PASS " 5498 Tract 19/Street 1261.0 12.6 124.6 93 90 V PASS 5499 Tract 19/Street 1261.0 11.3 123.5 93 90 V PASS 5500 Tract 19/Street 1261.0 11.2 122.8 92 90 V PASS " 5501 Tract 19/Street 1261.0 10.7 121.6 91 90 V PASS 5502 Tract 18/Street 1261.0 12.5 123.4 92 90 V PASS 5503 Tract 18/Street 1261.0 12.3 121.5 93 90 W PASS 5504 Tract 18/Street 1261.0 11.8 122.6 94 90 W PASS " 5505 Tract 17/Street 1261.0 11.7 120.4 92 90 W PASS 5506 Tract 16/Street 1261.0 12.4 121.6 93 90 W PASS " 5509 Tract 18/Street 1261.0 12.8 122.7 94 90 W PASS " 5510 Tract 18/Street 1261.0 13.3 120.8 93 90 W PASS " 5511 Tract 11/Lot 4 1260.0 10.5 123.4 93 90 U PASS 5512 Tract 11/Stabilization 1260.0 11.7 125.2 94 90 U PASS 5513 Tract 11/Lot 58 1260.0 10.3 121.7 92 90 U PASS " 5514 Tract 11/Lot 41 1260.0 10.6 123.3 93 90 U PASS 5515 Tract 11/Lot 13 1260.0 11.4 119.9 90 90 U PASS 5516 Tract 11/Lot 19 1260.0 10.8 121.6 92 90 U PASS 5517 Tract 11/Stabilization 1260.0 11.2 120.8 91 90 U PASS 5518 Tract 11/Lot 28 1260.0 11.9 122.5 92 90 U PASS 5519 Tract 11/Lot 59 1260.0 11.4 119.9 90 90 U PASS " 5520 Tract 11/Lot 7 1260.0 10.5 123.5 93 90 U PASS " 5521 Tract 11/Lot 54 1260.0 11.3 121.7 92 90 U PASS 5522 Tract 11/Stabilization 1260.0 10.2 125.2 94 90 U PASS 5523 Tract 11/Lot 43 1260.0 11.7 122.6 93 90 U PASS 5524 Tract 11/Lot 54 1260.0 11.6 124.3 94 90 U PASS " 5525 Tract 11/Lot 23 1260.0 10.8 120.8 91 90 U PASS 5526 Tract 11/Stabilization 1260.0 12.1 123.4 93 90 U PASS 08/29/06 5527 Tract 11/Lot 2 1261.0 9.7 120.9 91 90 U PASS " 5528 Tract 11/Stabilization 1261.0 9.8 121.8 92 90 U PASS " 5529 Tract 11/Lot 50 1261.0 10.6 119.3 90 90 U PASS " 5530 Tract 11/Stabilization 1261.0 11.5 123.5 93 90 U PASS " 5531 Tract 11/Lot 38 1261.0 11.2 122.7 93 90 U PASS " 5532 Tract 11/Stabilization 1261.0 10.3 124.4 94 90 U PASS " 5533 Tract 11/Lot 33 1261.0 11.4 125.9 95 90 U PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates, Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 81 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pcf) (%) (%) TYPE FAIL 08/29/06 5534 Tract 11/Stabilization 1261.0 10.9 121.6 92 90 U PASS " 5535 Tract I I/Lot 5 1261.0 10.6 125.4 94 90 Y PASS " 5536 Tract 11/Lot 51 1261.0 9.8 127.3 95 90 Y PASS " 5537 Tract I I/Lot 55 1261.0 10.7 124.5 93 90 Y PASS 5538 Tract I1/Stabilization 1261.0 11.4 122.9 92 90 Y PASS 5539 Tract 11/Lot 48 1261.0 11.5 123.7 92 90 Y PASS 5540 Tract 11/Lot 16 1261.0 10.2 124.6 93 90 Y PASS 5541 Tract I I/Lot 31 1261.0 9.9 120.6 90 90 Y PASS 5542 Tract I1/Stabilization 1261.0 10.3 123.8 92 90 Y PASS 5543 Tract 9/Diamond Drive 1261.0 12.4 119.9 92 90 W PASS 5544 Tract 9/Diamond Drive 1261.0 12.3 117.5 90 90 W PASS " 5545 Tract 9/Diamond Drive 1261.0 10.9 120.5 92 90 W PASS 5546 Tract 9/Diamond Drive 1261.0 11.7 118.8 91 90 W PASS 5547 Tract 18/Street 1261.0 10.9 124.4 95 90 W PASS 5548 Tract 18/Street 1261.0 10.8 123.7 95 90 W PASS " 5549 Tract 18/Street 1261.0 11.6 121.6 93 90 W PASS 5550 Tract 18/Street 1261.0 12.5 122.3 94 90 W PASS 5551 Tract 9/Diamond Drive 1262.0 11.8 121.6 93 90 W PASS " 5552 Tract 9/Diamond Drive 1262.0 12.3 123.2 94 90 W PASS " 5553 Tract 9/Diamond Drive 1262.0 12.2 122.4 94 90 W PASS 5554 Tract 18/Street 1262.0 11.7 119.8 92 90 W PASS 5555 Tract 18/Street 1262.0 13.4 120.5 92 90 W PASS " 5556 Tract 18/Street 1262.0 12.5 121.6 93 90 W PASS 5557 Tract 18/Street 1262.0 12.6 121.7 93 90 W PASS " 5558 Tract 18/Street 1262.0 11.5 122.3 94 90 W PASS 08/30/06 5559 Tract 11/Lot 1 1262.0 11.8 123.7 94 90 S PASS " 5560 Tract 11/Lot 6 1262.0 12.7 125.2 96 90 S PASS 5561 Tract 11/Lot 57 1262.0 12.2 122.5 94 90 S PASS " 5562 Tract 11/Lot 49 1262.0 11.9 124.3 95 90 S PASS 5563 Tract I1/Stabilization 1262.0 13.5 120.6 92 90 S PASS 5564 Tract 11/Lot 39 1262.0 11.4 119.8 92 90 S PASS " 5565 Tract 11/Stabilization 1262.0 11.3 118.9 91 90 S PASS 5566 Tract 11/Lot 27 1262.0 13.6 121.4 93 90 S PASS " 5567 Tract 11/Lot 53 1262.0 11.8 117.5 90 90 W PASS 5568 Tract 11/Lot 8 1262.0 11.9 119.8 92 90 W PASS " 5569 Tract 11/Lot 46 1262.0 12.4 118.9 91 90 W PASS 5570 Tract 11/Stabilization 1262.0 13.7 120.7 92 90 W PASS " 5571 Tract 11/Stabilization 1262.0 12.3 124.3 95 90 W PASS 5572 Tract 11/Lot 37 1262.0 11.6 122.5 94 90 W PASS " 5573 Tract 11/Lot 22 1262.0 13.5 123.4 95 90 W PASS 5574 Tract 11/Stabilization 1262.0 12.9 121.6 93 90 W PASS " 5575 Tract I1/Stabilization 1264.0 10.9 126.8 95 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 82 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 08/30/06 5576 Tract 11/Stabilization 1264.0 11.4 123.7 93 90 V PASS " 5577 Tract 11/Stabilization 1263.0 11.3 124.6 93 90 V PASS 5578 Tract 11/Stabilization 1263.0 9.9 121.8 91 90 V PASS " 5579 Tract 11/Stabilization 1263.0 9.7 122.5 92 90 V PASS " 5580 Tract 11/Stabilization 1259.0 10.8 120.1 90 90 V PASS " 5581 Tract 11/Stabilization 1258.0 11.5 121.9 91 90 V PASS 5582 Tract 11/Stabilization 1257.0 10.6 123.4 92 90 V PASS 5583 Tract 11/Stabilization 1265.0 13.3 121.7 93 90 W PASS " 5584 Tract 11/Stabilization 1265.0 12.7 119.8 92 90 W PASS 5585 Tract 11/Stabilization 1264.0 12.5 120.5 92 90 W PASS " 5586 Tract 11/Stabilization 1260.0 11.8 118.6 91 90 W PASS " 5587 Tract 11/Stabilization 1259.0 13.4 121.3 93 90 W PASS " 5588 Tract 11/Stabilization 1258.0 12.6 123.4 95 90 W PASS " 5589 Tract 11/Stabilization 1259.0 11.7 122.6 94 90 W PASS 5590 Tract 11/Stabilization 1258.0 11.3 120.7 92 90 W PASS 08/31/06 5591 Tract 11/Lot 3 1263.0 13.4 118.7 91 90 W PASS 5592 Tract 11/L,ot 52 1263.0 11.9 120.6 92 90 W PASS 5593 Tract 11/Lot 42 1263.0 12.3 119.9 92 90 W PASS 5594 Tract 11/Stabilization 1263.0 11.8 121.4 93 90 W PASS 5595 Tract 11/Lot 40 1263.0 12.5 119.8 92 90 W PASS 5596 Tract 11/Lot 17 1263.0 12.6 123.2 94 90 W PASS 5597 Tract 11/Stabilization 1263.0 11.9 122.5 94 90 W PASS 5598 Tract 11/Lot 30 1263.0 11.7 124.3 95 90 W PASS 5599 Tract 11/Lot 2 1263.0 11.8 123.2 94 90 T PASS 5600 Tract 11/Lot 56 1263.0 11.9 124.3 95 90 T PASS " 5601 Tract 11/Lot 51 1263.0 12.7 122.7 94 90 T PASS 5602 Tract 11/Lot 44 1263.0 13.3 123.6 95 90 T PASS 5603 Tract 11/Stabilization 1263.0 13.4 120.8 92 90 T PASS 5604 Tract 11/Lot 18 1263.0 11.6 121.5 93 90 T PASS 5605 Tract 11/Stabilization 1263.0 12.5 119.9 92 90 T PASS " 5606 Tract 11/Lot 29 1263.0 12.9 124.4 95 90 T PASS 5607 Tract 11/Stabilization 1266.0 11.5 122.7 94 90 R PASS " 5608 Tract 11/Stabilization 1266.0 10.7 121.6 93 90 R PASS 5609 Tract 11/Stabilization 1265.0 11.6 124.5 95 90 R PASS 5610 Tract 11/Stabilization 1261.0 10.8 120.8 92 90 R PASS 5611 Tract 11/Stabilization 1260.0 12.4 123.5 95 90 R PASS 5612 Tract 11/Stabilization 1260.0 12.2 117.5 90 90 R PASS " 5613 Tract 11/Stabilization 1261.0 13.3 122.3 94 90 R PASS 5614 Tract 11/Stabilization 1261.0 11.9 118.9 91 90 R PASS " 5615 Tract 11/Stabilization 1262.0 10.7 123.5 93 90 V PASS 5616 Tract 11/Stabilization 1262.0 11.3 124.6 93 90 V PASS 5617 Tract 11/Stabilization 1261.0 11.2 122.8 92 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 83 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 08/31/06 5618 Tract 11/Stabilization 1267.0 10.8 123.3 92 90 V PASS 5619 Tract 11/Stabilization 1266.0 10.7 125.5 94 90 V PASS 5620 Tract 11/Stabilization 1262.0 9.8 123.6 93 90 V PASS " 5621 Tract 11/Stabilization 1262.0 11.4 124.7 93 90 V PASS 5622 Tract 11/Stabilization 1261.0 11.6 122.5 92 90 V PASS 09/01/06 5623 Tract I I/Lot 5 1264.0 12.6 119.8 92 90 W PASS " 5624 Tract I I/Lot 59 1264.0 12.2 121.4 93 90 W PASS 5625 Tract I I/Lot 9 1264.0 13.5 118.9 91 90 W PASS " 5626 Tract I I/Lot 43 1264.0 11.8 120.7 92 90 W PASS " 5627 Tract 11/Stabilization 1264.0 11.9 119.5 92 90 W PASS " 5628 Tract I I/Lot 35 1264.0 12.3 122.3 94 90 W PASS " 5629 Tract 11/Stabilization 1264.0 13.4 123.2 94 90 W PASS 5630 Tract I I/Lot 24 1264.0 12.7 120.6 92 90 W PASS " 5631 Tract I1/Lot 58 1264.0 10.5 118.9 90 90 U FAIL " 5632 Tract 11/Stabilization 1264.0 9.9 119.7 90 90 U PASS " 5633 F Tract 1 I/Lot 47 1264.0 8.0 117.5 89 90 U FAIL " 5633 R Tract I I/Lot 47 1264.0 8.0 120.8 91 90 U PASS " 5634 Tract I I/Lot 15 1264.0 10.8 120.8 91 90 U PASS " 5635 Tract 11/Lot 36 1264.0 10.7 124.3 94 90 U PASS " 5636 Tract I I/Lot 22 1264.0 11.4 123.6 93 90 U PASS 5637 Tract I I/Lot 32 1264.0 11.6 125.2 94 90 U PASS 5638 Tract 11/Stabilization 1264.0 10.9 122.9 93 90 U PASS 5639 Tract 11/Stabilization 1268.0 12.5 120.3 92 90 W PASS " 5640 Tract 11/Stabilization 1269.0 12.8 121.7 93 90 W PASS " 5641 Tract 11/Stabilization 1263.0 13.2 119.8 92 90 W PASS 5642 Tract 11/Stabilization 1264.0 11.7 122.5 94 90 W PASS " 5643 Tract 11/Stabilization 1270.0 12.4 121.7 93 90 W PASS " 5644 Tract 11/Stabilization 1266.0 12.3 119.4 91 90 W PASS 5645 Tract 11/Stabilization 1266.0 13.5 121.6 93 90 W PASS " 5646 Tract 11/Stabilization 1268.0 12.8 122.2 94 90 W PASS 09/05/06 5647 Tract I I/Lot 4 1265.0 13.2 123.2 94 90 W PASS 5648 Tract 11/Lot 7 1265.0 13.5 121.3 93 90 W PASS " 5649 Tract I1/Stabilization 1265.0 12.6 118.7 91 90 W PASS " 5650 Tract I I/Lot 11 1265.0 11.8 120.6 92 90 W PASS 5651 Tract 11/Stabilization 1265.0 12.3 117.9 90 90 W PASS 5652 Tract 11/Lot 38 1265.0 13.7 119.8 92 90 W PASS 5653 Tract 11/Stabilization 1265.0 12.4 122.4 94 90 W PASS 5654 Tract 11/Lot 26 1265.0 12.9 120.4 92 90 W PASS " 5655 Tract I not 56 1265.0 12.5 119.7 92 90 W PASS 5656 Tract 11/L,ot 52 1265.0 12.2 120.6 92 90 W PASS " 5657 Tract I I/Lot 48 1265.0 13.6 117.8 90 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 84 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pet) (%) (%) TYPE FAIL 09/05/06 5658 Tract I I/Lot 16 1265.0 11.9 122.3 94 90 W PASS 5659 Tract I I/Stabilization 1265.0 12.7 120.4 92 90 W PASS 5660 Tract I I/Lot 33 1265.0 13.3 121.5 93 90 W PASS 5661 Tract 11/Stabilization 1265.0 11.8 118.9 91 90 W PASS 5662 Tract I I/Lot 28 1265.0 12.4 123.2 94 90 W PASS 5663 Tract 3 1/Stabilization 1236.0 11.5 121.2 91 90 U PASS 5664 Tract 3 1/Stabilization 1236.0 12.4 119.7 90 90 U PASS 5665 Tract 31/Stabilization 1236.0 9.8 123.6 93 90 U PASS 5666 Tract 3 1/Stabilization 1236.0 10.3 120.9 91 90 U PASS " 5667 Tract 3 1/Stabilization 1237.0 11.2 122.3 92 90 U PASS 5668 Tract 3 1/Stabilization 1237.0 10.6 125.5 95 90 U PASS " 5669 Tract 31/Stabilization 1237.0 9.7 121.8 92 90 U PASS " 5670 Tract 3 1/Stabilization 1237.0 10.9 123.4 93 90 U PASS to 5671 Tract 3 1/Stabilization 1238.0 13.6 124.6 95 90 W PASS " 5672 Tract 3 1/Stabilization 1238.0 13.3 123.2 94 90 W PASS 5673 Tract 3 1/Stabilization 1238.0 12.2 120.3 92 90 W PASS 5674 Tract 3 1/Stabilization 1238.0 11.8 119.8 92 90 W PASS " 5675 Tract 31/Stabilization 1239.0 12.7 121.5 93 90 W PASS 5676 Tract 31/Stabilization 1239.0 12.4 117.7 90 90 W PASS " 5677 Tract 3 1/Stabilization 1239.0 11.9 122.4 94 90 W PASS 5678 Tract 3I/Stabilization 1239.0 13.5 118.9 91 90 W PASS 09/06/06 5695 Tract 31/Stabilization 1240.0 11.6 123.5 94 90 Z PASS " 5696 Tract 3 1/Stabilization 1240.0 10.7 125.4 95 90 Z PASS " 5697 Tract 3 1/Stabilization 1240.0 10.8 121.3 92 90 Z PASS 5698 Tract 31/Stabilization 1240.0 11.5 120.8 92 90 Z PASS 5699 Tract 31/Stabilization 1241.0 12.2 122.7 93 90 Z PASS " 5700 Tract 3 1/Stabilization 1241.0 10.4 124.6 94 90 Z PASS " 5701 Tract 3 1/Stabilization 1241.0 11.3 119.9 91 90 Z PASS 5702 Tract 31/Stabilization 1241.0 10.9 123.2 93 90 Z PASS 5703 Tract 31/Stabilization 1242.0 10.6 122.2 92 90 U PASS 5704 Tract 3 1/Stabilization 1242.0 11.3 124.5 94 90 U PASS 5705 Tract 3 1/Stabilization 1242.0 11.2 121.6 92 90 U PASS 5706 Tract 3 1/Stabilization 1242.0 10.7 119.7 90 90 U PASS 5707 Tract 3 1/Stabilization 1243.0 9.5 123.4 93 90 U PASS 5708 Tract 3 1/Stabilization 1243.0 9.8 125.3 95 90 U PASS " 5709 Tract 3I/Stabilization 1243.0 12.4 120.9 91 90 U PASS 5710 Tract 3 1/Stabilization 1243.0 11.9 123.8 93 90 U PASS 09/07/06 5711 Tract 13/EJ Street 1264.0 11.9 117.5 90 90 R FAIL 5712 Tract INEK Street 1270.0 12.4 121.3 93 90 R PASS 5713 Tract IYEP Street 1270.0 11.3 119.8 92 90 R PASS " 5714 Tract IYEM Street 1265.0 11.5 122.4 94 90 R PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 85 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 09/07/06 5715 Tract INEN Street 1263.0 12.6 120.7 92 90 R PASS it 5716 Tract INEM Street 1263.0 11.8 123.5 95 90 R PASS it 5717 Tract IYEL Street 1263.0 13.4 119.9 92 90 R PASS if 5718 Tract INEK Street 1263.0 11.7 121.6 93 90 R PASS " 5719 Tract INEK Street 1272.0 12.3 122.5 94 90 T PASS 5720 Tract 13/E0 Street 1267.0 12.6 124.3 95 90 T PASS 5721 Tract INEM Street 1265.0 11.5 121.6 93 90 T PASS " 5722 Tract IYEL Street 1265.0 12.7 119.9 92 90 T PASS 5723 Tract INEK Street 1274.0 11.8 123.4 94 90 T PASS " 5724 Tract INEM Street 1269.0 11.4 118.8 91 90 T PASS " 5725 Tract IYEM Street 1267.0 10.9 122.2 93 90 T PASS 5726 Tract 13/EL Street 1267.0 11.9 120.7 92 90 T PASS " 5727 Tract 31/Stabilization 1244.0 10.4 123.6 93 90 V PASS " 5728 Tract 3 1/Stabilization 1244.0 9.9 125.4 94 90 V PASS " 5729 Tract 31/Stabilization 1244.0 10.5 123.5 93 90 V PASS 5730 Tract 3 1/Stabilization 1244.0 10.3 121.8 91 90 V PASS " 5731 Tract 31/Stabilization 1245.0 11.7 124.7 93 90 V PASS 5732 Tract 31/Stabilization 1245.0 10.2 122.3 92 90 V PASS 5733 Tract 3 1/Stabilization 1245.0 11.8 120.9 91 90 V PASS 5734 Tract 31/Stabilization 1245.0 11.6 124.2 93 90 V PASS 5735 Tract 31/Stabilization 1246.0 11.4 119.7 92 90 T PASS " 5736 Tract 3 1/Stabilization 1246.0 12.6 117.9 90 90 T PASS " 5737 Tract 31/Stabilization 1246.0 11.5 121.2 93 90 T PASS 5738 Tract 3 1/Stabilization 1246.0 12.8 118.8 91 90 T PASS " 5739 Tract 31/Stabilization 1247.0 12.2 120.3 92 90 T PASS 5740 Tract 31/Stabilization 1247.0 11.3 122.6 94 90 T PASS 5741 Tract 3 1/Stabilization 1247.0 11.7 124.5 95 90 T PASS " 5742 Tract 3 1/Stabilization 1247.0 10.9 123.4 94 90 T PASS 09/08/06 5743 Tract INEP Street 1275.0 13.8 121.6 93 90 W PASS " 5744 Tract INEO Street 1271.0 13.4 123.7 95 90 W PASS 5745 Tract INEN Street 1268.0 12.3 119.9 92 90 W PASS 5746 Tract INEK Street 1270.0 11.7 117.8 90 90 W PASS 5747 Tract I4/EI Street 1263.0 12.2 120.7 92 90 W PASS 5748 Tract WEE Street 1263.0 13.5 122.3 94 90 W PASS 5749 Tract 14/EG Street 1259.0 12.6 120.5 92 90 W PASS " 5750 Tract WEE Street 1259.0 12.9 123.4 95 90 W PASS 5751 Tract 14/EF Street 1259.0 11.5 120.5 91 90 U PASS to 5752 Tract 14/EE Street 1263.0 11.2 123.4 93 90 U PASS 5753 Tract 14/EG Street 1261.0 10.6 121.6 92 90 U PASS " 5754 Tract 14/EH Street 1265.0 11.3 119.9 90 90 U PASS " 5755 Tract WEE Street 1265.0 10.8 122.3 92 90 U PASS " 5756 Tract 14/EE Street 1261.0 11.7 120.7 91 90 U PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 86 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (PC') (%) (%) TYPE FAIL 09/08/06 5758 Tract WED Street 1265.0 12.4 124.8 94 90 U PASS " 5759 Tract WEE Street 1265.0 10.9 123.4 93 90 U PASS to 5760 Tract 3 1/Stabilization 1248.0 12.5 117.9 90 90 W PASS " 5761 Tract 31/Stabilization 1248.0 11.9 121.6 93 90 W PASS " 5762 Tract 31/Stabilization 1248.0 13.4 119.7 92 90 W PASS 5763 Tract 3 1/Stabilization 1248.0 13.8 122.4 94 90 W PASS " 5764 Tract 31/Stabilization 1249.0 12.6 118.8 91 90 W PASS " 5765 Tract 3 1/Stabilization 1249.0 13.3 124.5 95 90 W PASS " 5766 Tract 3 1/Stabilization 1249.0 11.8 121.3 93 90 W PASS " 5767 Tract 31/Stabilization 1249.0 13.7 123.2 94 90 W PASS 5768 Tract 3 1/Stabilization 1250.0 10.5 120.6 91 90 U PASS 5769 Tract 31/Stabilization 1250.0 11.7 123.2 93 90 U PASS 5770 Tract 31/Stabilization 1250.0 10.3 121.3 92 90 U PASS " 5771 Tract 3 1/Stabilization 1250.0 10.4 119.9 90 90 U PASS 5772 Tract 31/Stabilization 1251.0 11.2 121.8 92 90 U PASS 5773 Tract 3 1/Stabilization 1251.0 9.8 124.5 94 90 U PASS 5774 Tract 3 1/Stabilization 1251.0 10.6 122.7 93 90 U PASS " 5775 Tract 31/Stabilization 1251.0 9.9 125.4 95 90 U PASS 09/11/06 5776 Tract 14/EI Street 1263.0 11.2 123.6 93 90 U PASS " 5777 Tract 14/EH Street 1267.0 11.4 125.8 95 90 U PASS " 5778 Tract 14/EE Street 1266.0 10.7 120.9 91 90 U PASS " 5779 Tract IVEG Street 1263.0 11.6 124.4 94 90 U PASS 5780 Tract 14/EF Street 1263.0 12.5 123.5 93 90 U PASS 5781 Tract WEE Street 1266.0 10.9 121.8 92 90 U PASS 5782 Tract 14/EE Street 1265.0 12.3 119.4 90 90 U PASS 5783 Tract 14/EE Street 1266.0 11.8 123.7 93 90 U PASS 5784 Tract 15/DS Street 1265.0 10.6 123.2 92 90 V PASS " 5785 Tract 15/DP Street 1260.0 10.2 125.4 94 90 V PASS 5786 Tract 14/13 Street 1255.0 11.8 120.9 91 90 V PASS " 5787 Tract 15/DP Street 1255.0 10.7 122.5 92 90 V PASS 5788 Tract 15/DP Street 1262.0 12.3 120.8 90 90 V PASS " 5789 Tract 15/DQ Street 1255.0 11.4 123.6 93 90 V PASS 5790 Tract 15/DP Street 1255.0 11.5 121.7 91 90 V PASS " 5791 Tract 15/DP Street 1255.0 10.9 124.3 93 90 V PASS 5792 Tract 3 1/Stabilization 1252.0 10.4 122.6 92 90 V PASS " 5793 Tract 31/Stabilization 1252.0 9.7 124.5 93 90 V PASS 5794 Tract 31/Stabilization 1252.0 9.9 120.9 91 90 V PASS " 5795 Tract 3 1/Stabilization 1252.0 10.8 124.2 93 90 V PASS 5796 Tract 3 1/Stabilization 1253.0 11.5 121.7 91 90 V PASS 5797 Tract 3 1/Stabilization 1253.0 10.3 123.8 93 90 V PASS " 5798 Tract 3 1/Stabilization 1253.0 11.6 125.4 94 90 V PASS 5799 Tract 31/Stabilization 1253.0 11.2 122.3 92 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 87 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 09/11/06 5800 Tract 31/Stabilization 1254.0 11.2 121.3 92 90 Z PASS " 5801 Tract 31/Stabilization 1254.0 11.5 118.9 90 90 Z PASS 5802 Tract 31/Stabilization 1254.0 12.3 120.2 91 90 Z PASS 5803 Tract 3 1/Stabilization 1254.0 11.8 119.8 91 90 Z PASS 5804 Tract 3 1/Stabilization 1255.0 10.9 125.5 95 90 Z PASS 5805 Tract 31/Stabilization 1255.0 13.4 120.7 91 90 Z PASS 5806 Tract 3 1/Stabilization 1255.0 12.7 122.6 93 90 Z PASS " 5807 Tract 31/Stabilization 1255.0 11.6 123.4 93 90 Z PASS 5808 Tract 11/Lot 5 1266.0 11.4 122.7 92 90 V PASS " 5809 Tract 11/Stabilization 1266.0 11.8 124.5 93 90 V PASS 5810 Tract 11/Lot 53 1266.0 10.3 122.4 92 90 V PASS " 5811 Tract 11/Stabilization 1266.0 11.6 120.9 91 90 V PASS " 5812 Tract 11/Stabilization 1266.0 10.2 123.4 92 90 V PASS " 5813 Tract 11/Lot 34 1266.0 12.5 121.8 91 90 V PASS 5814 Tract 11/Stabilization 1266.0 10.7 125.3 94 90 V PASS 5815 Tract 11/Lot 27 1266.0 10.9 123.6 93 90 V PASS 5816 Tract 11/Lot 57 1266.0 11.7 121.7 93 90 T PASS " 5817 Tract 11/Lot 46 1266.0 11.2 124.3 95 90 T PASS " 5818 Tract 11/Lot 50 1266.0 12.5 122.6 94 90 T PASS " 5819 Tract 11/Lot 41 1266.0 11.8 123.4 94 90 T PASS 5820 Tract 11/Lot 36 1266.0 12.3 121.5 93 90 T PASS " 5821 Tract 11/Lot 33 1266.0 10.9 118.9 91 90 T PASS " 5822 Tract 11/Lot 29 1266.0 12.6 120.9 93 90 T PASS " 5823 Tract 11/Stabilization 1266.0 11.4 119.8 92 90 T PASS 09/11/06 5824 Tract 31/Stabilization 1256.0 12.8 122.7 94 90 W PASS 5825 Tract 31/Stabilization 1256.0 13.6 124.3 95 90 W PASS " 5826 Tract 31/Stabilization 1256.0 12.7 121.6 93 90 W PASS 5827 Tract 3 1/Stabilization 1256.0 12.3 118.8 91 90 W PASS " 5828 Tract 3 1/Stabilization 1257.0 13.5 123.2 94 90 W PASS 5829 Tract 31/Stabilization 1257.0 11.4 119.5 92 90 W PASS " 5830 Tract 31/Stabilization 1257.0 12.2 117.9 90 90 W PASS 5831 Tract 3 1/Stabilization 1257.0 12.9 120.4 92 90 W PASS " 5832 Tract 3 1/Stabilization 1258.0 11.9 123.4 93 90 Z PASS " 5833 Tract 31/Stabilization 1258.0 12.2 125.3 95 90 Z PASS 5834 Tract 3 1/Stabilization 1259.0 12.3 122.7 93 90 Z PASS " 5835 Tract 3 1/Stabilization 1259.0 11.4 124.6 94 90 Z PASS " 5836 Tract 31/Stabilization 1260.0 10.8 119.9 91 90 Z PASS 5837 Tract 31/Stabilization 1260.0 10.7 121.5 92 90 Z PASS 5838 Tract 31/Stabilization 1261.0 12.5 123.2 93 90 Z PASS 5839 Tract 3 1/Stabilization 1261.0 11.6 120.8 92 90 Z PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 88 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pcf) (%) (%) TYPE FAIL 09/13/06 5840 Tract 11/Lot 53 1267.0 12.7 120.9 92 90 Z PASS 5841 Tract 11/Lot 50 1267.0 12.3 123.2 93 90 Z PASS 5842 Tract 11/Lot 40 1267.0 11.4 122.6 93 90 Z PASS 5843 Tract 11/Lot 34 1267.0 10.9 119.9 91 90 Z PASS 5844 Tract 11/Lot 31 1267.0 11.8 121.7 92 90 Z PASS 5845 Tract 11/Stabilization 1267.0 12.5 120.8 92 90 Z PASS 5846 Tract 11/Stabilization 1267.0 11.6 124.5 94 90 Z PASS " 5847 Tract 11/Lot 28 1267.0 11.3 123.4 93 90 Z PASS 5848 Tract 11/Lot 51 1268.0 10.4 119.9 90 90 U PASS 5849 Tract 11/Lot 30 1268.0 10.5 122.5 92 90 U PASS 5850 Tract 11/Stabilization 1268.0 11.3 123.2 93 90 U PASS " 5851 Tract 11/Lot 29 1269.0 11.8 120.8 91 90 U PASS 5852 Tract 11/Stabilization 1269.0 10.2 124.3 94 90 U PASS 5853 Tract 11/Lot 26 1270.0 11.7 121.6 92 90 U PASS 5854 Tract 11/Lot 27 1270.0 10.9 123.4 93 90 U PASS " 5855 Tract 11/Lot 28 1271.0 11.6 120.7 91 90 U PASS 5856 Number Not Used 5857 Number Not Used " 5858 Number Not Used 5859 Number Not Used 5860 Number Not Used 5861 Number Not Used 5862 Number Not Used 5863 Number Not Used 5864 Tract 17/F Street 1260.0 12.7 118.6 91 90 W PASS " 5865 Tract 17/DZ Street 1261.0 12.3 120.5 92 90 W PASS 5866 Tract 17/EB Street 1261.0 11.9 117.9 90 90 W PASS 5867 Tract 17/EC Street 1259.0 13.4 121.3 93 90 W PASS 5868 Tract 17/17 Street 1262.0 11.8 119.8 92 90 W PASS 5869 Tract 17/EA Street 1262.0 11.5 123.7 95 90 W PASS 5870 Tract 17/EC Street 1261.0 12.6 122.4 94 90 W PASS 5871 Tract 17/EB Street 1261.0 13.2 124.2 95 90 W PASS 09/14/06 5872 Tract 27/Stabilization 1232.0 11.7 123.6 93 90 U PASS of 5873 Tract 27/Stabilization 1231.0 10.2 121.7 92 90 U PASS of 5874 Tract 27/Stabilization 1231.0 10.6 124.3 94 90 U PASS of 5875 Tract 27/Stabilization 1231.0 11.4 120.8 91 90 U PASS 5876 Tract 27/Stabilization 1231.0 10.3 123.2 93 90 U PASS 5877 Tract 27/Stabilization 1231.0 9.9 122.5 92 90 U PASS 5878 Tract 27/Stabilization 1231.0 11.8 119.9 90 90 U PASS 5879 Tract 27/Stabilization 1231.0 11.5 121.4 92 90 U PASS of 5880 Tract 27/Stabilization 1232.0 12.6 119.8 92 90 W PASS " 5881 Tract 27/Stabilization 1232.0 13.2 121.4 93 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 89 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 09/14/06 5882 Tract 27/Stabilization 1232.0 13.5 117.9 90 90 W PASS 5883 Tract 27/Stabilization 1232.0 12.3 120.7 92 90 W PASS 5884 Tract 27/Stabilization 1232.0 11.8 122.3 94 90 W PASS 5885 Tract 27/Stabilization 1232.0 12.7 118.6 91 90 W PASS 5886 Tract 27/Stabilization 1232.0 13.4 120.5 92 90 W PASS " 5887 Tract 27/Stabilization 1232.0 13.9 123.2 94 90 W PASS " 5888 Tract 17/F Street 1264.0 12.5 121.8 93 90 W PASS 5889 Tract 17/EB Street 1263.0 11.8 124.3 95 90 W PASS 5890 Tract 17/EC Street 1263.0 11.6 122.4 94 90 W PASS 5891 Tract 17/EC Street 1263.0 12.7 118.7 91 90 W PASS 5892 Tract 17/EA Street 1265.0 13.3 123.2 94 90 W PASS 5893 Tract 17/EA Street 1265.0 13.2 119.6 92 90 W PASS 5894 Tract 17/EC Street 1265.0 12.4 117.9 90 90 W PASS 5895 Tract 17/EB Street 1265.0 11.9 120.5 92 90 W PASS 5896 Tract 17/EB Street 1264.0 10.6 123.4 93 90 U PASS " 5897 Tract 17/EB Street 1265.0 9.9 121.3 92 90 U PASS 5898 Tract 17/EC Street 1266.0 9.5 119.9 90 90 U PASS 5899 Tract 17/EC Street 1267.0 10.8 122.5 92 90 U PASS " 5900 Tract 17/EC Street 1267.0 11.4 124.6 94 90 U PASS 5901 Tract 17/EB Street 1266.0 10.2 120.8 91 90 U PASS " 5902 Tract 17/EC Street 1268.0 11.7 125.7 95 90 U PASS 5903 Tract 17/EC Street 1268.0 10.3 123.2 93 90 U PASS 09/15/06 5904 Tract 27/Stabilization 1233.0 13.5 120.3 92 90 W PASS " 5905 Tract 27/Stabilization 1233.0 13.2 123.4 95 90 W PASS 5906 Tract 27/Stabilization 1233.0 11.9 119.8 92 90 W PASS 5907 Tract 27/Stabilization 1233.0 12.3 122.6 94 90 W PASS 5908 Tract 27/Stabilization 1233.0 11.8 120.5 92 90 W PASS 5909 Tract 27/Stabilization 1233.0 12.6 117.9 90 90 W PASS 5910 Tract 27/Stabilization 1233.0 12.7 121.0 93 90 W PASS 5911 Tract 27/Stabilization 1233.0 13.4 118.7 91 90 W PASS 5912 Tract 27/Stabilization 1234.0 11.6 121.4 92 90 z PASS " 5913 Tract 27/Stabilization 1234.0 10.8 119.9 91 90 z PASS 5914 Tract 27/Stabilization 1234.0 12.2 122.5 93 90 z PASS 5915 Tract 27/Stabilization 1234.0 12.3 120.7 91 90 z PASS 5916 Tract 27/Stabilization 1234.0 11.5 124.3 94 90 z PASS " 5917 Tract 27/Stabilization 1234.0 12.7 121.8 92 90 z PASS " 5918 Tract 27/Stabilization 1234.0 11.4 123.5 94 90 z PASS 5919 Tract 27/Stabilization 1234.0 11.9 120.6 91 90 z PASS 5920 Tract 16/DX Street 1256.0 11.7 119.9 92 90 W PASS 5921 Tract 16/DX Street 1255.0 12.6 121.6 93 90 W PASS " 5922 Tract 16/DU Street 1254.0 12.2 117.9 90 90 W PASS " 5923 Tract 16/DV Street 1254.0 11.8 123.7 95 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 90 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 09/15/06 5924 Tract 16/DW Street 1256.0 12.4 120.5 92 90 W PASS 5925 Tract 16/DW Street 1258.0 13.5 124.3 95 90 W PASS 5926 Tract 16/DU Street 1258.0 13.3 122.4 94 90 W PASS 5927 Tract 16/DU Street 1258.0 12.9 120.8 93 90 W PASS " 5928 Tract 16/DT Street 1256.0 10.4 123.5 93 90 U PASS " 5929 Tract 16/DV Street 1256.0 9.8 125.6 95 90 U PASS 5930 Tract 16/DV Street 1256.0 10.7 120.7 91 90 U PASS to 5931 Tract 16/DW Street 1260.0 11.5 124.3 94 90 U PASS " 5932 Tract 16/DW Street 1260.0 10.2 121.4 92 90 U PASS " 5933 Tract 16/DU Street 1260.0 11.3 119.9 90 90 U PASS 5934 Tract 16/DU Street 1258.0 11.6 122.1 92 90 U PASS " 5935 Tract 16/DV Street 1258.0 10.9 120.8 91 90 U PASS 09/18/06 5936 Tract 27/Stabilization 1235.0 12.8 119.4 91 90 W PASS 5937 Tract 27/Stabilization 1235.0 13.2 121.7 93 90 W PASS " 5938 Tract 27/Stabilization 1235.0 13.5 120.3 92 90 W PASS 5939 Tract 27/Stabilization 1235.0 12.4 118.8 91 90 W PASS 5940 Tract 27/Stabilization 1235.0 11.8 119.5 92 90 W PASS 5941 Tract 27/Stabilization 1235.0 12.3 121.6 93 90 W PASS 5942 Tract 27/Stabilization 1235.0 13.4 120.2 92 90 W PASS to 5943 Tract 27/Stabilization 1235.0 13.7 122.3 94 90 W PASS 5944 Tract 27/Stabilization 1236.0 11.7 119.4 91 90 W PASS " 5945 Tract 27/Stabilization 1236.0 12.2 121.7 93 90 W PASS 5946 Tract 27/Stabilization 1236.0 12.5 120.5 92 90 W PASS 5947 Tract 27/Stabilization 1236.0 13.3 122.6 94 90 W PASS 5948 Tract 27/Stabilization 1236.0 12.4 121.3 93 90 W PASS 5949 Tract 27/Stabilization 1236.0 11.8 118.7 91 90 W PASS 5950 Tract 27/Stabilization 1236.0 11.5 120.2 92 90 W PASS 5951 Tract 27/Stabilization 1236.0 12.6 121.5 93 90 W PASS 5952 Tract 16/DX Street 1262.0 10.3 122.6 93 90 U PASS 5953 Tract 16/DT Street 1260.0 10.7 121.8 92 90 U PASS 5954 Tract 16/DV Street 1260.0 11.4 123.2 93 90 U PASS 5955 Tract 16/DW Street 1260.0 10.8 124.3 94 90 U PASS 5956 Tract 16/DX Street 1264.0 9.6 122.7 93 90 U PASS 5957 Tract 16/DX Street 1264.0 10.4 121.5 92 90 U PASS 5958 Tract 16/DU Street 1262.0 11.5 121.6 92 90 U PASS 5959 Tract 16/DW Street 1262.0 11.8 120.7 91 90 U PASS " 5960 Tract 16/DU Street 1264.0 9.8 121.6 92 90 U PASS " 5961 Tract 16/DV Street 1264.0 10.2 120.5 91 90 U PASS 5962 Tract 16/DW Street 1264.0 9.7 123.2 93 90 U PASS " 5963 Tract 16/DW Street 1264.0 10.3 122.5 92 90 U PASS 5964 Tract 16/DV Street 1266.0 10.6 121.7 92 90 U PASS 5965 Tract 16/DW Street 1266.0 9.8 122.6 93 90 U PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 91 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 09/18/06 5966 Tract 16/DW Street 1268.0 9.7 123.4 93 90 U PASS " 5967 Tract 16/DW Street 1267.0 10.4 120.8 91 90 U PASS 09/19/06 5968 Tract 27/Stabilization 1237.0 13.8 121.6 93 90 W PASS 5969 Tract 27/Stabilization 1237.0 12.3 123.2 94 90 W PASS 5970 Tract 27/Stabilization 1237.0 13.2 119.3 91 90 W PASS 5971 Tract 27/Stabilization 1237.0 13.5 117.9 90 90 W PASS " 5972 Tract 27/Stabilization 1237.0 12.6 123.4 95 90 W PASS 5973 Tract 27/Stabilization 1237.0 11.9 120.5 92 90 W PASS " 5974 Tract 27/Stabilization 1237.0 13.7 124.8 96 90 W PASS " 5975 Tract 27/Stabilization 1237.0 12.4 121.7 93 90 W PASS 5976 Tract 27/Stabilization 1238.0 10.5 119.7 90 90 U PASS 5977 Tract 27/Stabilization 1238.0 9.7 121.8 92 90 U PASS " 5978 Tract 27/Stabilization 1238.0 11.6 123.3 93 90 U PASS 5979 Tract 27/Stabilization 1238.0 10.9 122.4 92 90 U PASS 5980 Tract 27/Stabilization 1238.0 10.8 124.2 94 90 U PASS 5981 Tract 27/Stabilization 1238.0 11.2 120.9 91 90 U PASS 5982 Tract 27/Stabilization 1238.0 10.3 122.5 92 90 U PASS " 5983 Tract 27/Stabilization 1238.0 12.4 124.6 94 90 U PASS 5984 Tract 14/13 Street 1259.0 12.4 121.5 93 90 W PASS 5985 Tract 14B Street 1262.0 13.2 119.6 92 90 W PASS 5986 Tract 15B Street 1262.0 13.5 120.7 92 90 W PASS 5987 Tract 16/13 Street 1262.0 12.6 122.5 94 90 W PASS 5988 Tract 16B Street 1258.0 11.8 121.6 93 90 W PASS " 5989 Tract 16B Street 1258.0 12.7 119.4 91 90 W PASS " 5990 Tract 16/13 Street 1258.0 13.3 120.8 93 90 W PASS " 5991 Tract 15/13 Street 1258.0 12.8 123.2 94 90 W PASS 5992 Tract 14B Street 1261.0 13.2 121.5 93 90 W PASS " 5993 Tract 14B Street 1264.0 12.5 122.7 94 90 W PASS 5994 Tract 17B Street 1265.0 12.7 119.6 92 90 W PASS 5995 Tract 15B Street 1266.0 11.8 119.4 91 90 W PASS " 5996 Tract 16B Street 1260.0 13.4 118.8 91 90 W PASS 5997 Tract 16/13 Street 1260.0 12.6 120.7 92 90 W PASS 5998 Tract 16B Street 1260.0 12.5 121.8 93 90 W PASS 5999 Tract 16/13 Street 1260.0 13.3 122.5 94 90 W PASS 09/20/06 6000 Tract 27/Stabilization 1239.0 10.8 123.2 92 90 V PASS 6001 Tract 27/Stabilization 1239.0 10.3 121.7 91 90 V PASS 6002 Tract 27/Stabilization 1239.0 11.5 125.6 94 90 V PASS 6003 Tract 27/Stabilization 1239.0 9.8 122.4 92 90 V PASS 6004 Tract 27/Stabilization 1239.0 10.2 124.5 93 90 V PASS 6005 Tract 27/Stabilization 1239.0 11.6 120.9 91 90 V PASS 6006 Tract 27/Stabilization 1239.0 11.8 122.3 92 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 92 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 09/20/06 6007 Tract 27/Stabilization 1239.0 10.9 121.5 91 90 V PASS 6008 Tract 27/Stabilization 1240.0 12.6 122.7 93 90 z PASS 6009 Tract 27/Stabilization 1240.0 11.5 124.6 94 90 z PASS 6010 Tract 27/Stabilization 1240.0 12.8 120.2 91 90 z PASS " 6011 Tract 27/Stabilization 1240.0 11.7 122.5 93 90 z PASS 6012 Tract 27/Stabilization 1240.0 11.2 119.9 91 90 z PASS 6013 Tract 27/Stabilization 1240.0 12.3 121.3 92 90 z PASS 6014 Tract 27/Stabilization 1240.0 10.8 119.8 91 90 z PASS 6015 Tract 27/Stabilization 1240.0 10.9 123.4 93 90 z PASS 6016 Tract 14B Street 1263.0 10.5 123.4 92 90 V PASS " 6017 Tract 17/13 Street 1266.0 10.8 121.7 91 90 V PASS 6018 Tract 15/13 Street 1262.0 11.3 122.5 92 90 V PASS 6019 Tract 16/13 Street 1262.0 10.6 124.2 93 90 V PASS 6020 Tract 16/13 Street 1264.0 9.8 123.6 93 90 V PASS " 6021 Tract 15/13 Street 1264.0 10.2 121.8 91 90 V PASS 6022 Tract 16/13 Street 1265.0 11.3 123.5 93 90 V PASS 6023 Tract 15/13 Street 1265.0 10.7 120.5 90 90 V PASS " 6024 Tract 15/DR Street 1263.0 12.3 121.4 93 90 W PASS " 6025 Tract 15/DP Street 1264.0 12.5 120.2 92 90 W PASS " 6026 Tract 15/DQ Street 1259.0 11.8 118.6 91 90 W PASS 6027 Tract 15/DP Street 1259.0 13.2 121.3 93 90 W PASS 6028 Tract 15/DQ Street 1261.0 12.7 123.5 95 90 W PASS 6029 Tract 15/DP Street 1261.0 12.4 120.8 93 90 W PASS " 6030 Tract 15/DQ Street 1263.0 13.6 119.2 91 90 W PASS 6031 Tract 15/DP Street 1263.0 11.7 121.6 93 90 W PASS 09/21/06 6032 Tract 27/Stabilization 1241.0 12.7 125.4 96 90 S PASS 6033 Tract 27/Stabilization 1241.0 12.4 123.3 94 90 S PASS " 6034 Tract 27/Stabilization 1241.0 11.9 119.5 91 90 S PASS 6035 Tract 27/Stabilization 1241.0 13.6 122.2 93 90 S PASS 6036 Tract 27/Stabilization 1241.0 12.5 120.6 92 90 S PASS 6037 Tract 27/Stabilization 1241.0 13.3 118.9 91 90 S PASS " 6038 Tract 27/Stabilization 1241.0 13.2 121.7 93 90 S PASS 6039 Tract 27/Stabilization 1241.0 12.8 119.8 92 90 S PASS " 6040 Tract 27/Stabilization 1242.0 11.6 123.5 94 90 z PASS " 6041 Tract 27/Stabilization 1242.0 10.9 121.4 92 90 z PASS 6042 Tract 27/Stabilization 1242.0 10.8 119.9 91 90 z PASS 6043 Tract 27/Stabilization 1242.0 12.7 123.6 94 90 z PASS 6044 Tract 27/Stabilization 1242.0 12.4 120.7 91 90 z PASS 6045 Tract 27/Stabilization 1242.0 10.9 122.3 93 90 z PASS 6046 Tract 27/Stabilization 1242.0 11.3 124.2 94 90 z PASS " 6047 Tract 27/Stabilization 1242.0 11.5 122.8 93 90 z PASS 6048 Tract 15/DQ Street 1265.0 10.8 121.7 91 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 93 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pcf) (%) (%) TYPE FAIL 09/21/06 6049 Tract 15/DQ Street 1265.0 10.5 123.2 92 90 V PASS " 6050 Tract 15/DP Street 1265.0 9.7 122.8 92 90 V PASS " 6051 Tract 15/13P Street 1264.0 11.2 122.5 92 90 V PASS 6052 Tract 15/Diamond Drive 1257.0 10.6 121.6 91 90 V PASS " 6053 Tract 21/Diamond Drive 1257.0 10.4 124.3 93 90 V PASS " 6054 Tract 22/Diamond Drive 1257.0 11.3 123.3 92 90 V PASS 6055 Tract 16/Diamond Drive 1257.0 11.4 125.2 94 90 V PASS 6056 Tract 20/Diamond Drive 1258.0 13.3 121.4 93 90 W PASS 6057 Tract 15/Diamond Drive 1258.0 12.7 122.5 94 90 W PASS " 6058 Tract 16/Diamond Drive 1258.0 12.5 119.6 92 90 W PASS " 6059 Tract 22/Diamond Drive 1258.0 11.8 120.6 92 90 W PASS " 6060 Tract 20/Diamond Drive 1258.0 12.2 121.3 93 90 W PASS 6061 Tract 15/Diamond Drive 1258.0 13.4 118.7 91 90 W PASS " 6062 Tract 22/Diamond Drive 1258.0 12.8 120.2 92 90 W PASS " 6063 Tract 16/Diamond Drive 1258.0 12.5 123.3 94 90 W PASS 09/22/06 6064 Tract 27/Stabilization 1243.0 13.6 117.9 90 90 W PASS " 6065 Tract 27/Stabilization 1243.0 12.3 120.8 93 90 W PASS 6066 Tract 27/Stabilization 1243.0 13.2 123.5 95 90 W PASS 6067 Tract 27/Stabilization 1243.0 13.8 121.7 93 90 W PASS " 6068 Tract 27/Stabilization 1243.0 12.7 122.6 94 90 W PASS 6069 Tract 27/Stabilization 1243.0 13.4 124.5 95 90 W PASS 6070 Tract 27/Stabilization 1243.0 12.5 119.9 92 90 W PASS 6071 Tract 27/Stabilization 1243.0 12.9 121.6 93 90 W PASS " 6072 Tract 27/Stabilization 1244.0 11.6 121.3 92 90 z PASS 6073 Tract 27/Stabilization 1244.0 11.2 119.9 91 90 z PASS " 6074 Tract 27/Stabilization 1244.0 12.5 122.7 93 90 z PASS 6075 Tract 27/Stabilization 1244.0 11.8 124.4 94 90 z PASS " 6076 Tract 27/Stabilization 1244.0 11.7 120.8 92 90 z PASS 6077 Tract 27/Stabilization 1244.0 12.3 123.5 94 90 z PASS " 6078 Tract 27/Stabilization 1244.0 10.9 120.6 91 90 z PASS 6079 Tract 27/Stabilization 1244.0 12.4 125.2 95 90 z PASS " 6080 Tract 15/Diamond Drive 1259.0 10.7 121.6 91 90 V PASS 6081 Tract 21/Diamond Drive 1259.0 10.5 123.8 93 90 V PASS " 6082 Tract 16/Diamond Drive 1259.0 9.8 121.4 91 90 V PASS 6083 Tract 22/Diamond Drive 1259.0 11.2 122.7 92 90 V PASS " 6084 Tract 20/Diamond Drive 1259.0 10.6 125.2 94 90 V PASS 6085 Tract 15/Diamond Drive 1259.0 11.3 123.5 93 90 V PASS " 6086 Tract 22/Diamond Drive 1259.0 11.4 121.7 91 90 V PASS 6087 Tract 16/Diamond Drive 1259.0 10.8 122.5 92 90 V PASS " 6088 Tract 20/Diamond Drive 1260.0 10.7 121.6 91 90 V PASS 6089 Tract 15/Diamond Drive 1260.0 11.3 122.7 92 90 V PASS " 6090 Tract 22/Diamond Drive 1260.0 11.2 124.3 93 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 94 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 09/22/06 6091 Tract 16/Diamond Drive 1260.0 12.5 123.5 93 90 V PASS it 6092 Tract 15/Diamond Drive 1260.0 11.4 126.2 95 90 V PASS 6093 Tract 27/Stabilization 1260.0 10.8 125.5 94 90 V PASS " 6094 Tract 16/Diamond Drive 1260.0 10.6 122.7 92 90 V PASS 6095 Tract 22/Diamond Drive 1260.0 11.4 123.7 93 90 V PASS 09/25/06 6096 Tract 27/Stabilization 1245.0 12.7 124.6 95 90 W PASS if 6097 Tract 27/Stabilization 1245.0 12.8 118.7 91 90 W PASS 6098 Tract 27/Stabilization 1245.0 11.9 122.0 93 90 W PASS " 6099 Tract 27/Stabilization 1245.0 13.5 119.8 92 90 W PASS 6100 Tract 27/Stabilization 1245.0 12.6 121.5 93 90 W PASS " 6101 Tract 27/Stabilization 1245.0 13.3 123.4 95 90 W PASS 6102 Tract 27/Stabilization 1245.0 13.2 117.9 90 90 W PASS 6103 Tract 27/Stabilization 1245.0 13.4 120.3 92 90 W PASS 6104 Tract 27/Stabilization 1246.0 10.4 120.8 91 90 U PASS " 6105 Tract 27/Stabilization 1246.0 11.5 123.2 93 90 U PASS 6106 Tract 27/Stabilization 1246.0 10.7 125.6 95 90 U PASS 6107 Tract 27/Stabilization 1246.0 11.6 121.7 92 90 U PASS 6108 Tract 27/Stabilization 1246.0 11.3 119.9 90 90 U PASS 6109 Tract 27/Stabilization 1246.0 10.8 124.5 94 90 U PASS 6110 Tract 27/Stabilization 1246.0 12.2 120.4 91 90 U PASS " 6111 Tract 27/Stabilization 1246.0 11.9 122.3 92 90 U PASS " 6112 Tract 22/Lot 24 1255.0 13.2 121.7 93 90 W PASS 6113 Tract 22/Lot 20 1255.0 12.7 119.5 92 90 W PASS " 6114 Tract 22/Lot 4 1255.0 12.5 120.6 92 90 W PASS 6115 Tract 22/Lot 8 1255.0 11.8 122.3 94 90 W PASS " 6116 Tract 22/Lot 16 1255.0 13.3 121.4 93 90 W PASS " 6117 Tract 22/Lot 45 1255.0 12.6 123.2 94 90 W PASS " 6118 Tract 22/Slope 1255.0 12.8 122.4 94 90 W PASS 6119 Tract 22/Lot 38 1255.0 13.4 121.8 93 90 W PASS 6120 Tract 22/Lot 23 1255.0 11.5 121.3 93 90 T PASS 6121 Tract 22/Slope 1255.0 11.2 122.4 94 90 T PASS " 6122 Tract 22/Lot 6 1255.0 12.3 120.2 92 90 T PASS 6123 Tract 22/DF Street 1255.0 12.4 119.5 91 90 T PASS 6124 Tract 22/Lot 10 1255.0 11.8 118.7 91 90 T PASS 6125 Tract 22/1313 Street 1255.0 10.8 121.6 93 90 T PASS 6126 Tract 22/Lot 43 1255.0 11.5 123.2 94 90 T PASS 6127 Tract 22/Lot 37 1255.0 11.7 122.8 94 90 T PASS 09/26/06 6128 Tract 27/Stabilization 1247.0 12.4 124.4 94 90 z PASS 6129 Tract 27/Stabilization 1247.0 11.6 122.3 93 90 z PASS " 6130 Tract 27/Stabilization 1247.0 12.5 125.2 95 90 z PASS " 6131 Tract 27/Stabilization 1247.0 11.7 123.8 94 90 z PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 95 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 09/26/06 6132 Tract 27/Stabilization 1247.0 11.3 120.9 92 90 z PASS 6133 Tract 27/Stabilization 1247.0 12.2 122.7 93 90 z PASS 6134 Tract 27/Stabilization 1247.0 10.9 119.6 91 90 z PASS 6135 Tract 27/Stabilization 1247.0 11.8 121.5 92 90 z PASS 6136 Tract 27/Stabilization 1248.0 11.4 123.4 94 90 R PASS 6137 Tract 27/Stabilization 1248.0 11.6 120.5 92 90 R PASS " 6138 Tract 27/Stabilization 1248.0 10.7 117.8 90 90 R PASS 6139 Tract 27/Stabilization 1248.0 12.5 122.3 94 90 R PASS 6140 Tract 27/Stabilization 1248.0 11.3 119.9 92 90 R PASS " 6141 Tract 27/Stabilization 1248.0 12.2 121.7 93 90 R PASS " 6142 Tract 27/Stabilization 1248.0 11.9 124.6 95 90 R PASS 6143 Tract 27/Stabilization 1248.0 11.8 120.2 92 90 R PASS 6144 Tract 22/Lot 25 1255.0 12.5 121.4 93 90 W PASS " 6145 Tract 22/Street 1255.0 12.8 122.5 94 90 W PASS 6146 Tract 22/Lot 9 1255.0 13.2 120.6 92 90 W PASS 6147 Tract 22/Lot 15 1255.0 13.6 119.3 91 90 W PASS " 6148 Tract 22/DE Street 1255.0 12.7 121.2 93 90 W PASS 6149 Tract 22/C Street 1255.0 11.8 120.4 92 90 W PASS " 6150 Tract 22/Lot 41 1255.0 12.3 118.8 91 90 W PASS 6151 Tract 22/Lot 36 1255.0 13.3 119.7 92 90 W PASS " 6152 Tract 22/Lot 24 1255.0 10.5 121.4 91 90 V PASS 6153 Tract 22/Lot 18 1255.0 11.2 123.7 93 90 V PASS 6154 Tract 22/Lot 5 1255.0 11.6 124.2 93 90 V PASS 6155 Tract 22/Lot 17 1255.0 10.8 122.6 92 90 V PASS " 6156 Tract 22/Lot 46 1255.0 12.3 125.3 94 90 V PASS 6157 Tract 22/Slope 1255.0 11.7 124.6 93 90 V PASS 6158 Tract 22/Lot 42 1255.0 10.8 124.2 93 90 V PASS 6159 Tract 22/Lot J 1255.0 10.6 123.5 93 90 V PASS 09/27/06 6160 Tract 27/Stabilization 1249.0 12.5 121.3 93 90 W PASS " 6161 Tract 27/Stabilization 1249.0 13.3 119.8 92 90 W PASS 6162 Tract 27/Stabilization 1249.0 13.2 120.5 92 90 W PASS 6163 Tract 27/Stabilization 1249.0 12.7 122.8 94 90 W PASS 6164 Tract 27/Stabilization 1249.0 11.8 121.7 93 90 W PASS 6165 Tract 27/Stabilization 1249.0 11.7 118.8 91 90 W PASS " 6166 Tract 27/Stabilization 1249.0 12.4 120.3 92 90 W PASS 6167 Tract 27/Stabilization 1249.0 12.6 121.4 93 90 W PASS 6168 Tract 27/Stabilization 1250.0 10.7 123.4 92 90 V PASS 6169 Tract 27/Stabilization 1250.0 11.2 122.7 92 90 V PASS 6170 Tract 27/Stabilization 1250.0 11.5 121.8 91 90 V PASS 6171 Tract 27/Stabilization 1250.0 10.6 124.6 93 90 V PASS 6172 Tract 27/Stabilization 1250.0 9.8 125.2 94 90 V PASS 6173 Tract 27/Stabilization 1250.0 10.3 123.4 92 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 96 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pefl (%) (%) TYPE FAIL 09/27/06 6174 Tract 27/Stabilization 1250.0 10.5 123.6 93 90 V PASS " 6175 Tract 27/Stabilization 1250.0 11.6 121.7 91 90 V PASS it 6176 Tract 22/13 Street 1256.0 12.7 119.4 91 90 W PASS 6177 Tract 22/Lot 21 1256.0 12.5 121.7 93 90 W PASS 6178 Tract 22/Lot 4 1256.0 11.8 120.6 92 90 W PASS 6179 Tract 22/Lot 12 1256.0 13.2 123.2 94 90 W PASS " 6180 Tract 22/Slope 1256.0 11.6 122.3 94 90 W PASS " 6181 Tract 22/Lot 44 1256.0 13.3 124.5 95 90 W PASS 6182 Tract 22/C Street 1256.0 12.5 121.8 93 90 W PASS 6183 Tract 22/Lot 39 1256.0 12.7 119.6 92 90 W PASS 6184 Tract 22/13 Street 1256.0 12.5 119.4 91 90 W PASS 6185 Tract 22/Lot 7 1256.0 12.7 121.6 93 90 W PASS 6186 Tract 22/Slope 1256.0 13.2 120.7 92 90 W PASS 6187 Tract 22/DE Street 1256.0 13.5 122.6 94 90 W PASS " 6188 Tract 22/Lot 13 1256.0 11.8 118.5 91 90 W PASS 6189 Tract 22/Lot 45 1256.0 12.6 120.4 92 90 W PASS 6190 Tract 22/Lot 42 1256.0 12.4 121.2 93 90 W PASS 6191 Tract 22/Lot 38 1256.0 13.3 122.7 94 90 W PASS 09/28/06 6192 Tract 22/Lot 22 1256.0 12.4 119.3 91 90 W PASS " 6193 Tract 22/Lot 19 1256.0 12.8 121.7 93 90 W PASS " 6194 Tract 22/Lot 8 1256.0 13.1 120.0 92 90 W PASS 6195 Tract 22/Lot 15 1256.0 13.4 122.4 94 90 W PASS 6196 Tract 22/Lot 10 1256.0 11.9 118.8 91 90 W PASS 6197 Tract 22/Lot 43 1256.0 12.7 120.6 92 90 W PASS " 6198 Tract 22/Lot 41 1256.0 12.3 120.9 93 90 W PASS 6199 Tract 22/Lot 37 1256.0 13.3 122.3 94 90 W PASS 6200 Tract 22/Lot 25 1256.0 12.8 119.9 92 90 W PASS " 6201 Tract 22/Lot 20 1256.0 12.4 121.6 93 90 W PASS 6202 Tract 22/Lot 4 1256.0 11.9 124.2 95 90 W PASS 6203 Tract 22/Lot 17 1256.0 13.4 122.5 94 90 W PASS 6204 Tract 22/Lot 14 1256.0 11.8 123.0 94 90 W PASS " 6205 Tract 22/Slope 1256.0 13.1 120.4 92 90 W PASS 6206 Tract 22/Lot 44 1256.0 12.5 121.2 93 90 W PASS 6207 Tract 22/Lot 39 1256.0 12.7 119.9 92 90 W PASS " 6208 Tract 27/Stabilization 1251.0 10.7 123.4 92 90 V PASS 6209 Tract 27/Stabilization 1251.0 10.5 124.2 93 90 V PASS to 6210 Tract 27/Stabilization 1251.0 11.2 120.8 90 90 V PASS 6211 Tract 27/Stabilization 1251.0 11.3 121.7 91 90 V PASS 6212 Tract 27/Stabilization 1251.0 10.8 123.6 93 90 V PASS " 6213 Tract 27/Stabilization 1251.0 11.4 122.8 92 90 V PASS 6214 Tract 27/Stabilization 1251.0 12.2 123.2 92 90 V PASS " 6215 Tract 27/Stabilization 1251.0 11.7 124.8 93 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 97 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 09/29/06 6216 Tract 22/Lot 24 1257.0 10.7 123.4 92 90 V PASS " 6217 Tract 22/Lot 18 1257.0 11.2 122.7 92 90 V PASS " 6218 Tract 22/Lot 5 1257.0 11.6 123.9 93 90 V PASS 6219 Tract 22/Lot 16 1257.0 10.9 122.8 92 90 V PASS " 6220 Tract 22/Lot 46 1257.0 12.0 124.1 93 90 V PASS 6221 Tract 22/Lot 42 1257.0 11.4 123.5 93 90 V PASS " 6222 Tract 22/Lot 40 1257.0 10.3 124.2 93 90 V PASS 6223 Tract 22/Lot 36 1257.0 10.8 123.6 93 90 V PASS " 6224 Tract 22/Lot 23 1257.0 12.6 121.2 93 90 W PASS " 6225 Tract 22/Lot 19 1257.0 12.9 121.9 93 90 W PASS " 6226 Tract 22/Lot 6 1257.0 13.4 120.4 92 90 W PASS 6227 Tract 22/Lot 9 1257.0 13.4 119.5 92 90 W PASS " 6228 Tract 22/Lot 15 1257.0 12.7 121.3 93 90 W PASS 6229 Tract 22/Lot 12 1257.0 11.2 122.4 94 90 W PASS 6230 Tract 22/Lot 45 1257.0 11.7 121.1 93 90 W PASS 6231 Tract 22/Lot 38 1257.0 12.5 119.8 92 90 W PASS 6232 Tract 27/Stabilization 1252.0 12.7 119.5 92 90 W PASS 6233 Tract 27/Stabilization 1252.0 12.3 121.4 93 90 W PASS 6234 Tract 27/Stabilization 1252.0 11.8 120.6 92 90 W PASS 6235 Tract 27/Stabilization 1252.0 13.2 122.5 94 90 W PASS 6236 Tract 27/Stabilization 1252.0 12.4 123.7 95 90 W PASS 6237 Tract 27/Stabilization 1252.0 12.6 120.5 92 90 W PASS 6238 Tract 27/Stabilization 1252.0 13.3 118.8 91 90 W PASS " 6239 Tract 27/Stabilization 1252.0 12.8 119.6 92 90 W PASS 10/02/06 6240 Tract 22/Lot 22 1257.0 12.5 122.3 94 90 W PASS " 6241 Tract 22/Lot 20 1257.0 13.3 123.9 95 90 W PASS " 6242 Tract 22/Lot 7 1257.0 12.4 121.2 93 90 W PASS " 6243 Tract 22/Lot 10 1257.0 12.0 119.2 91 90 W PASS 6244 Tract 22/Lot 13 1257.0 13.2 120.2 92 90 W PASS 6245 Tract 22/Lot 43 1257.0 11.9 119.1 91 90 W PASS 6246 Tract 22/Lot 40 1257.0 12.5 118.3 91 90 W PASS 6247 Tract 22/Lot 35 1257.0 12.6 120.8 93 90 W PASS 6248 Tract 22/Lot 25 1257.0 11.8 124.0 94 90 U PASS 6249 Tract 22/Lot 19 1257.0 11.0 125.1 94 90 U PASS 6250 Tract 22/Lot 8 1257.0 10.3 121.2 91 90 U PASS " 6251 Tract 22/Lot 16 1257.0 11.2 124.1 94 90 U PASS " 6252 Tract 22/Lot 14 1257.0 12.1 119.5 90 90 U PASS 6253 Tract 22/Lot 46 1257.0 10.5 123.4 93 90 U PASS " 6254 Tract 22/Lot 41 1257.0 11.2 120.4 91 90 U PASS 6255 Tract 22/Lot 37 1257.0 11.4 121.6 92 90 U PASS " 6256 Tract 27/Stabilization 1253.0 10.7 123.2 92 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 98 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 10/02/06 6257 Tract 27/Stabilization 1253.0 10.8 124.7 93 90 V PASS It 6258 Tract 27/Stabilization 1253.0 11.2 121.5 91 90 V PASS It 6259 Tract 27/Stabilization 1253.0 11.6 122.6 92 90 V PASS to 6260 Tract 27/Stabilization 1253.0 10.5 123.4 92 90 V PASS It 6261 Tract 27/Stabilization 1253.0 12.2 120.8 90 90 V PASS of 6262 Tract 27/Stabilization 1253.0 11.6 121.4 91 90 V PASS to 6263 Tract 27/Stabilization 1253.0 11.7 122.6 92 90 V PASS 10/03/06 6264 Tract 22/Lot 9 1257.0 12.3 118.3 91 90 W PASS " 6265 Tract 22/Lot 15 1257.0 11.7 123.0 94 90 W PASS " 6266 Tract 22/Lot 11 1257.0 13.2 120.1 92 90 W PASS 6267 Tract 22/Lot 44 1257.0 '3.5 119.5 92 90 W PASS 6268 Tract 22/Lot 38 1257.0 12.8 119.3 91 90 W PASS 6269 Tract 22/Lot 35 1257.0 13.1 118.6 91 90 W PASS 6270 Tract 22/Lot 17 1257.0 11.6 124.2 95 90 W PASS 6271 Tract 22/Lot 10 1257.0 13.3 121.2 93 90 W PASS 6272 Tract 22/Lot 45 1258.0 11.3 120.1 91 90 U PASS 6273 Tract 22/Lot 42 1258.0 11.0 123.2 93 90 U PASS " 6274 Tract 22/Lot 39 1258.0 10.9 121.4 92 90 U PASS 6275 Tract 22/Lot 36 1258.0 11.1 120.1 91 90 U PASS 6276 Tract 22/Lot 14 1258.0 10.7 122.5 92 90 U PASS 6277 Tract 22/Lot 43 1258.0 11.4 120.9 91 90 U PASS 6278 Tract 22/Lot 40 1258.0 12.1 119.8 90 90 U PASS 6279 Tract 22/Lot 39 1258.0 10.6 123.1 93 90 U PASS " 6280 Tract 27/Stabilization 1254.0 12.5 121.7 93 90 W PASS 6281 Tract 27/Stabilization 1254.0 13.2 122.4 94 90 W PASS 6282 Tract 27/Stabilization 1254.0 13.4 119.6 92 90 W PASS " 6283 Tract 27/Stabilization 1254.0 12.6 120.5 92 90 W PASS 6284 Tract 27/Stabilization 1254.0 12.8 121.3 93 90 W PASS 6285 Tract 27/Stabilization 1254.0 11.7 118.8 91 90 W PASS " 6286 Tract 27/Stabilization 1254.0 12.3 121.7 93 90 W PASS " 6287 Tract 27/Stabilization 1254.0 13.4 122.6 94 90 W PASS 10/04/06 6288 Tract 18 1263.0 13.4 121.7 93 90 W PASS Is 6289 Tract 18 1263.0 13.0 123.9 95 90 W PASS Is 6290 Tract 18 1263.0 11.9 120.2 92 90 W PASS to 6291 Tract 18 1263.0 11.3 118.2 91 90 W PASS It 6292 Tract 18 1263.0 11.8 120.9 93 90 W PASS of 6293 Tract 18 1263.0 13.1 122.5 94 90 W PASS " 6294 Tract 19 1263.0 13.2 120.7 92 90 W PASS of 6295 Tract 19 1263.0 12.5 120.6 92 90 W PASS It 6296 Tract 18 1263.0 13.1 119.9 92 90 W PASS to 6297 Tract 18 1263.0 13.4 118.6 91 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 99 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 10/04/06 6298 Tract 18 1263.0 12.8 120.3 92 90 W PASS 6299 Tract 18 1263.0 12.0 123.0 94 90 W PASS " 6300 Tract 18 1263.0 12.5 121.2 93 90 W PASS 6301 Tract 19 1263.0 12.5 117.9 90 90 W PASS 6302 Tract 19 1263.0 12.2 122.2 94 90 W PASS 6303 Tract 19 1263.0 12.7 120.1 92 90 W PASS 6304 Tract 27/Stabilization 1255.0 13.2 119.8 92 90 W PASS 6305 Tract 27/Stabilization 1255.0 13.4 121.3 93 90 W PASS " 6306 Tract 27/Stabilization 1255.0 12.8 120.7 92 90 W PASS " 6307 Tract 27/Stabilization 1255.0 12.5 123.4 95 90 W PASS 6308 Tract 27/Stabilization 1255.0 12.4 122.7 94 90 W PASS 6309 Tract 27/Stabilization 1255.0 11.8 120.5 92 90 W PASS 6310 Tract 27/Stabilization 1255.0 13.2 121.4 93 90 W PASS " 6311 Tract 27/Stabilization 1255.0 12.7 119.5 92 90 W PASS 10/05/06 6312 Tract 18 1264.0 11.7 121.8 93 90 T PASS 6313 Tract 18 1264.0 11.9 119.5 91 90 T PASS " 6314 F Tract 18 1264.0 12.6 116.4 89 90 T FAIL 6314 R Tract 18 1264.0 11.8 122.7 94 90 T PASS 6315 Tract 18 1264.0 12.1 120.1 92 90 T PASS 6316 Tract 18 1264.0 11.9 120.8 92 90 T PASS 6317 Tract 18 1264.0 11.5 122.4 94 90 T PASS " 6318 Tract 19 1264.0 11.8 119.8 92 90 T PASS 6319 Tract 19 1264.0 11.4 122.2 93 90 T PASS 6320 Tract 18 1264.0 11.8 121.3 93 90 W PASS " 6321 Tract 18 1264.0 12.3 119.8 92 90 W PASS 6322 Tract 18 1264.0 12.6 119.3 91 90 W PASS " 6323 Tract 18 1264.0 12.0 122.7 94 90 W PASS 6324 Tract 18 1264.0 12.3 120.6 92 90 W PASS " 6325 Tract 19 1264.0 11.8 122.1 93 90 T PASS 6326 Tract 19 1264.0 12.1 120.4 92 90 T PASS to 6327 Tract 19 1264.0 12.4 118.3 91 90 T PASS 6328 Tract 27/Stabilization 1256.0 13.2 121.5 93 90 W PASS 6329 Tract 27/Stabilization 1256.0 13.3 122.6 94 90 W PASS to 6330 Tract 27/Stabilization 1256.0 12.8 122.8 94 90 W PASS 6331 Tract 27/Stabilization 1256.0 12.5 119.4 91 90 W PASS 6332 Tract 27/Stabilization 1256.0 13.4 120.3 92 90 W PASS 6333 Tract 27/Stabilization 1256.0 12.6 118.8 91 90 W PASS 6334 Tract 27/Stabilization 1256.0 11.8 121.6 93 90 W PASS 6335 Tract 27/Stabilization 1256.0 12.3 122.5 94 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 100 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pei) (%) (%) TYPE FAIL 10/06/06 6336 Tract 18 1265.0 12.2 120.8 92 90 R PASS 6337 Tract 18 1265.0 12.5 118.6 91 90 R PASS 6338 Tract 18 1265.0 11.6 123.1 94 90 R PASS " 6339 Tract 18 1265.0 11.9 121.5 93 90 R PASS " 6340 Tract 18 1265.0 11.5 121.0 93 90 R PASS " 6341 Tract 19 1265.0 12.0 119.8 92 90 R PASS " 6342 Tract 19 1265.0 11.1 122.3 94 90 R PASS 6343 Tract 19 1265.0 11.8 120.6 92 90 R PASS 6344 Tract 18 1265.0 12.1 119.1 91 90 S PASS 6345 Tract 18 1265.0 11.5 123.4 94 90 S PASS 6346 Tract 18 1265.0 11.8 120.6 92 90 S PASS 6347 Tract 18 1265.0 11.2 123.4 94 90 S PASS 6348 Tract 18 1265.0 11.6 121.6 93 90 S PASS 6349 Tract 19 1265.0 12.5 118.7 91 90 S PASS " 6350 Tract 19 1265.0 12.1 121.2 93 90 S PASS 6351 Tract 19 1265.0 11.9 121.4 93 90 S PASS 6352 Tract 27/Stabilization 1257.0 10.7 123.4 93 90 U PASS 6353 Tract 27/Stabilization 1257.0 10.5 124.2 94 90 U PASS 6354 Tract 27/Stabilization 1257.0 11.2 122.7 93 90 U PASS " 6355 Tract 27/Stabilization 1257.0 9.8 120.8 91 90 U PASS 6356 Tract 27/Stabilization 1257.0 10.3 121.4 92 90 U PASS " 6357 Tract 27/Stabilization 1257.0 10.7 123.3 93 90 U PASS 6358 Tract 27/Stabilization 1257.0 11.4 122.6 93 90 U PASS " 6359 Tract 27/Stabilization 1257.0 11.3 124.2 94 90 U PASS 10/09/06 6360 Tract 18 1266.0 10.7 123.3 92 90 V PASS 6361 Tract 18 1266.0 10.8 122.5 92 90 V PASS " 6362 Tract 18 1266.0 11.2 122.7 92 90 V PASS 6363 Tract 18 1266.0 9.8 124.6 93 90 V PASS " 6364 Tract 18 1266.0 10.6 125.3 94 90 V PASS 6365 Tract 18 1266.0 11.4 123.4 92 90 V PASS " 6366 Tract 19 1266.0 12.2 121.8 91 90 V PASS 6367 Tract 19 1266.0 11.7 122.5 92 90 V PASS " 6368 Tract 18 1266.0 11.3 122.3 92 90 V PASS 6369 Tract 18 1266.0 11.2 121.8 91 90 V PASS 6370 Tract 18 1266.0 10.8 123.7 93 90 V PASS " 6371 Tract 18 1266.0 10.5 125.2 94 90 V PASS 6372 Tract 18 1266.0 12.2 124.6 93 90 V PASS " 6373 Tract 19 1266.0 11.7 123.8 93 90 V PASS 6374 Tract 19 1266.0 11.6 126.3 95 90 V PASS " 6375 Tract 19 1266.0 10.5 125.7 94 90 V PASS " 6376 Tract 27/Stabilization 1258.0 12.5 119.6 92 90 W PASS 6377 Tract 27/Stabilization 1258.0 12.2 121.4 93 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 101 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pCf) (%) (%) TYPE FAIL 10/09/06 6378 Tract 27/Stabilization 1258.0 11.8 120.7 92 90 W PASS 6379 Tract 27/Stabilization 1258.0 13.3 122.3 94 90 W PASS " 6380 Tract 27/Stabilization 1258.0 13.2 121.6 93 90 W PASS " 6381 Tract 27/Stabilization 1258.0 12.7 123.4 95 90 W PASS 6382 Tract 27/Stabilization 1258.0 13.4 119.8 92 90 W PASS 6383 Tract 27/Stabilization 1258.0 12.8 120.5 92 90 W PASS 10/10/06 6384 Tract 18 1267.0 10.5 123.9 93 90 V PASS it 6385 Tract 18 1267.0 10.1 125.5 94 90 V PASS 6386 Tract 18 1267.0 10.8 123.6 93 90 V PASS 6387 Tract 18 1267.0 10.6 124.3 93 90 V PASS 6388 Tract 18 1267.0 12.0 121.0 91 90 V PASS 6389 Tract 19 1267.0 11.5 122.4 92 90 V PASS " 6390 Tract 19 1267.0 11.7 121.9 91 90 V PASS " 6391 Tract 19 1267.0 11.4 122.8 92 90 V PASS 6392 Tract 18 1267.0 10.5 122.3 92 90 U PASS 6393 Tract 18 1267.0 11.1 123.5 93 90 U PASS 6394 Tract 18 1267.0 10.9 121.8 92 90 U PASS 6395 Tract 18 1267.0 10.2 119.9 90 90 U PASS 6396 Tract 18 1267.0 9.5 123.1 93 90 U PASS 6397 Tract 19 1267.0 10.0 120.9 91 90 U PASS 6398 Tract 19 1267.0 12.2 119.4 90 90 U PASS " 6399 Tract 19 1267.0 9.9 123.7 93 90 U PASS 6400 Tract 27/Stabilization 1259.0 13.2 119.6 92 90 W PASS 6401 Tract 27/Stabilization 1259.0 12.8 121.4 93 90 W PASS 6402 Tract 27/Stabilization 1259.0 12.5 120.8 93 90 W PASS " 6403 Tract 27/Stabilization 1259.0 11.7 123.2 94 90 W PASS 6404 Tract 27/Stabilization 1259.0 13.4 122.5 94 90 W PASS 6405 Tract 27/Stabilization 1259.0 12.6 118.7 91 90 W PASS 6406 Tract 27/Stabilization 1259.0 12.5 120.3 92 90 W PASS " 6407 Tract 27/Stabilization 1259.0 13.3 119.5 92 90 W PASS 10/11/06 6408 Tract 18 1268.0 11.5 122.5 92 90 V PASS it 6409 Tract 18 1268.0 10.7 124.3 93 90 V PASS 6410 Tract 18 1268.0 10.2 122.1 91 90 V PASS " 6411 Tract 18 1268.0 10.9 120.6 90 90 V PASS 6412 Tract 19 1268.0 10.6 124.1 93 90 V PASS 6413 Tract 19 1268.0 11.8 123.1 92 90 V PASS 6414 Tract 19 1268.0 11.5 122.8 92 90 V PASS 6415 Tract 19 1268.0 11.2 121.7 91 90 V PASS " 6416 Tract 18 1268.0 12.4 120.6 92 90 W PASS " 6417 Tract 18 1268.0 12.1 120.4 92 90 W PASS 6418 Tract 18 1268.0 13.3 117.9 90 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 102 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 10/11/06 6419 Tract 18 1268.0 11.7 122.4 94 90 W PASS 6420 Tract 18 1268.0 12.5 119.5 92 90 W PASS 6421 Tract 18 1268.0 13.1 118.7 91 90 W PASS " 6422 Tract 19 1268.0 11.5 123.3 94 90 W PASS " 6423 Tract 19 1268.0 12.2 121.4 93 90 W PASS 6424 Tract 27/Stabilization 1260.0 11.4 122.7 92 90 V PASS 6425 Tract 27/Stabilization 1260.0 11.2 123.4 92 90 V PASS " 6426 Tract 27/Stabilization 1260.0 10.8 123.6 93 90 V PASS " 6427 Tract 27/Stabilization 1260.0 10.5 124.3 93 90 V PASS " 6428 Tract 27/Stabilization 1260.0 9.8 121.8 91 90 V PASS " 6429 Tract 27/Stabilization 1260.0 11.6 122.5 92 90 V PASS 6430 Tract 27/Stabilization 1260.0 10.7 122.6 92 90 V PASS " 6431 Tract 27/Stabilization 1260.0 11.5 124.2 93 90 V PASS 10/12/06 6432 Tract 9/Lot 13 1265.0 10.6 121.5 92 90 U PASS 6433 Tract 9/Lot 52 1265.0 11.3 119.9 90 90 U PASS 6434 Tract 10/Lot 37 1265.0 11.5 123.4 93 90 U PASS 6435 Tract 9/Lot 7 1265.0 10.8 120.8 91 90 U PASS 6436 Tract 9/Lot 26 1265.0 11.2 122.6 93 90 U PASS 6437 Tract 9/Lot 30 1265.0 12.4 124.3 94 90 U PASS 6438 Tract 9/Lot 43 1265.0 10.7 121.7 92 90 U PASS 6439 Tract 9/Lot 34 1265.0 10.9 123.2 93 90 U PASS 6440 Tract 9/Lot 18 1265.0 13.7 121.7 93 90 W PASS " 6441 Tract 9/Lot 49 1265.0 13.3 123.5 95 90 W PASS 6442 Tract 9/Lot 11 1265.0 12.5 120.6 92 90 W PASS 6443 Tract 9/Lot 4 1265.0 11.9 119.8 92 90 W PASS 6444 Tract 9/Lot 46 1265.0 12.2 122.4 94 90 W PASS " 6445 Tract 9/Lot 28 1265.0 13.6 120.3 92 90 W PASS 6446 Tract 9/Lot 44 1265.0 12.4 117.9 90 90 W PASS 6447 Tract 9/Lot 30 1265.0 12.8 119.9 92 90 W PASS 6448 Tract 27/Stabilization 1261.0 10.8 122.5 92 90 U PASS 6449 Tract 27/Stabilization 1261.0 10.7 121.4 92 90 U PASS 6450 Tract 27/Stabilization 1261.0 11.2 123.5 93 90 U PASS 6451 Tract 27/Stabilization 1261.0 11.5 122.7 93 90 U PASS 6452 Tract 27/Stabilization 1261.0 9.8 123.3 93 90 U PASS " 6453 Tract 27/Stabilization 1261.0 11.4 124.4 94 90 U PASS 6454 Tract 27/Stabilization 1261.0 11.3 120.5 91 90 U PASS 6455 Tract 27/Stabilization 1261.0 10.7 121.3 92 90 U PASS 10/13/06 6456 Tract 9/Lot 14 1266.0 11.6 122.5 93 90 z PASS 6457 Tract 9/Lot 19 1266.0 11.4 124.3 94 90 z PASS " 6458 Tract 9/Lot 12 1266.0 10.9 121.7 92 90 z PASS " 6459 Tract 9/Lot 50 1266.0 12.5 123.6 94 90 z PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 103 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 10/13/06 6460 Tract 10/Lot 42 1266.0 11.2 120.8 92 90 z PASS " 6461 Tract 9/Lot 9 1266.0 12.7 122.4 93 90 z PASS " 6462 Tract 9/Lot 58 1266.0 12.3 119.9 91 90 z PASS 6463 Tract 9/Lot 33 1266.0 11.8 123.2 93 90 z PASS 6464 Tract 9/Lot 17 1266.0 10.5 121.2 92 90 z PASS " 6465 Tract 9/Lot 51 1266.0 11.6 119.9 91 90 z PASS 6466 Tract 9/Lot 21 1266.0 10.8 123.3 93 90 z PASS 6467 Tract 9/Lot 25 1266.0 10.7 120.8 92 90 z PASS 6468 Tract 9/Lot 8 1266.0 11.3 123.5 94 90 z PASS " 6469 Tract 9/Lot 57 1266.0 12.2 122.4 93 90 z PASS 6470 Tract 9/Lot 45 1266.0 11.4 124.6 94 90 z PASS 6471 Tract 9/Lot 32 1266.0 11.9 121.7 92 90 z PASS 6472 Tract 27/Stabilization 1262.0 12.7 121.3 93 90 W PASS 6473 Tract 27/Stabilization 1262.0 13.2 122.5 94 90 W PASS " 6474 Tract 27/Stabilization 1262.0 13.5 119.8 92 90 W PASS " 6475 Tract 27/Stabilization 1262.0 12.8 120.6 92 90 W PASS " 6476 Tract 27/Stabilization 1262.0 12.6 123.2 94 90 W PASS " 6477 Tract 27/Stabilization 1262.0 13.4 121.5 93 90 W PASS " 6478 Tract 27/Stabilization 1262.0 11.8 122.7 94 90 W PASS " 6479 Tract 27/Stabilization 1262.0 12.2 122.3 94 90 W PASS 10/16/06 6480 Tract 9/Lot 15 1267.0 10.8 122.8 93 90 U PASS " 6481 Tract 9/Lot 54 1267.0 11.0 121.6 92 90 U PASS 6482 Tract 9/Lot 20 1267.0 11.5 120.8 91 90 U PASS 6483 Tract 9/Lot 24 1267.0 11.7 120.5 91 90 U PASS 6484 F Tract 10/Lot 41 1267.0 12.1 118.4 89 90 U FAIL " 6484 R Tract 10/Lot 41 1267.0 11.3 121.5 92 90 U PASS " 6485 Tract 9/Lot 6 1267.0 11.2 120.4 91 90 U PASS 6486 Tract 9/Lot 48 1267.0 11.9 118.4 92 90 P PASS " 6487 Tract 9/Lot 31 1267.0 11.5 120.8 94 90 P PASS 6488 Tract 9/Lot 13 1267.0 11.2 121.4 94 90 P PASS 6489 Tract 9/Lot 16 1267.0 11.9 117.8 92 90 P PASS " 6490 Tract 9/Lot 55 1267.0 11.5 119.2 93 90 P PASS 6491 Tract 9/Lot 23 1267.0 10.8 121.0 94 90 P PASS 6492 Tract 10/Lot 40 1267.0 11.7 118.4 92 90 P PASS 6493 Tract 9/Lot 47 1267.0 10.9 120.4 94 90 P PASS 6494 Tract 9/Lot 42 1267.0 11.3 120.8 94 90 P PASS 6495 Tract 9/Lot 29 1267.0 11.8 119.3 93 90 P PASS " 6496 Tract 27/Stabilization 1263.0 10.7 121.3 91 90 V PASS 6497 Tract 27/Stabilization 1263.0 10.3 122.5 92 90 V PASS 6498 Tract 27/Stabilization 1263.0 11.2 120.6 90 90 V PASS 6499 Tract 27/Stabilization 1263.0 10.5 123.4 92 90 V PASS 6500 Tract 27/Stabilization 1263.0 9.8 121.2 91 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 104 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 10/16/06 6501 Tract 27/Stabilization 1263.0 11.4 122.8 92 90 V PASS 6502 Tract 27/Stabilization 1263.0 11.5 122.7 92 90 V PASS 6503 Tract 27/Stabilization 1263.0 10.7 124.3 93 90 V PASS 10/17/06 6504 Tract 9/Lot 19 1268.0 11.8 118.8 91 90 T PASS 6505 F Tract 9/Lot 22 1268.0 12.6 117.1 89 90 T FAIL 6505 R Tract 9/Lot 22 1268.0 10.7 120.8 92 90 T PASS 6506 Tract 9/Lot 14 1268.0 11.5 120.4 92 90 T PASS 6507 Tract 9/Lot 53 1268.0 11.7 120.0 92 90 T PASS 6508 Tract 9/Lot 12 1268.0 11.1 123.3 94 90 T PASS " 6509 Tract 10/Lot 36 1268.0 11.4 121.6 93 90 T PASS 6510 Tract 9/Lot 59 1268.0 12.1 119.1 91 90 T PASS 6511 Tract 9/Lot 27 1268.0 11.8 119.8 92 90 T PASS " 6512 Tract 9/Lot 18 1269.0 11.8 120.6 92 90 T PASS 6513 Tract 9/Lot 52 1269.0 11.1 118.9 91 90 T PASS 6514 Tract 9/Lot 50 1269.0 10.6 121.3 93 90 T PASS 6515 Tract 9/Lot 47 1269.0 11.3 120.4 92 90 T PASS 6516 Tract 9/Lot 13 1269.0 10.4 122.9 94 90 T PASS " 6517 Tract 9/Lot 8 1269.0 11.2 120.1 92 90 T PASS 6518 Tract 9/Lot 43 1269.0 11.9 120.9 93 90 T PASS 6519 Tract 9/Lot 27 1269.0 11.4 122.5 94 90 T PASS 6520 Tract 27/Stabilization 1264.0 12.5 121.5 93 90 W PASS 6521 Tract 27/Stabilization 1264.0 12.3 119.7 92 90 W PASS 6522 Tract 27/Stabilization 1264.0 11.7 120.3 92 90 W PASS " 6523 Tract 27/Stabilization 1264.0 12.4 122.6 94 90 W PASS " 6524 Tract 27/Stabilization 1264.0 13.2 121.8 93 90 W PASS 6525 Tract 27/Stabilization 1264.0 12.8 121.5 93 90 W PASS 6526 Tract 27/Stabilization 1264.0 11.6 122.3 94 90 W PASS " 6527 Tract 27/Stabilization 1264.0 12.5 120.4 92 90 W PASS 10/18/06 6528 Tract 9/Lot 11 1270.0 10.9 122.6 93 90 U PASS 6529 Tract 9/Lot 55 1270.0 11.3 120.4 91 90 U PASS 6530 Tract 9/Lot 19 1270.0 11.0 121.5 92 90 U PASS " 6531 Tract 9/Lot 23 1270.0 10.4 123.4 93 90 U PASS 6532 Tract 9/Lot 44 1270.0 10.8 123.8 93 90 U PASS 6533 Tract 9/Lot 32 1270.0 11.4 121.9 92 90 U PASS 6534 Tract 9/Lot 16 1271.0 11.7 120.7 91 90 U PASS 6535 Tract 9/Lot 21 1271.0 10.7 123.9 94 90 U PASS 6536 Tract 9/Lot 49 1271.0 10.6 123.1 93 90 U PASS 6537 Tract 9/Lot 24 1271.0 10.9 121.5 92 90 U PASS 6538 Tract 9/Lot 45 1271.0 11.3 121.1 91 90 U PASS " 6539 Tract 9/Lot 31 1271.0 10.4 124.2 93 90 V PASS 6540 Tract 9/Lot 18 1272.0 11.0 122.8 92 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 105 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 10/18/06 6541 Tract 9/Lot 25 1272.0 10.9 122.1 91 90 V PASS of 6542 Tract 9/Lot 46 1272.0 10.3 124.3 93 90 V PASS to 6543 Tract 9/Lot 28 1272.0 10.8 123.4 92 90 V PASS to 6544 Tract 27/Stabilization 1265.0 11.2 122.6 93 90 U PASS If 6545 Tract 27/Stabilization 1265.0 11.5 123.2 93 90 U PASS " 6546 Tract 27/Stabilization 1265.0 10.7 121.8 92 90 U PASS " 6547 Tract 27/Stabilization 1265.0 12.2 123.5 93 90 U PASS to 6548 Tract 27/Stabilization 1265.0 11.6 120.6 91 90 U PASS 6549 Tract 27/Stabilization 1265.0 11.8 121.4 92 90 U PASS 6550 Tract 27/Stabilization 1265.0 10.6 123.7 93 90 U PASS 6551 Tract 27/Stabilization 1265.0 11.4 122.3 92 90 U PASS 10/19/06 6552 Tract 10/Lot 44 1264.0 11.3 122.4 94 90 R PASS to 6553 Tract 10/Lot 61 1264.0 11.7 119.6 92 90 R PASS 6554 Tract 10/Lot 49 1264.0 11.5 121.3 93 90 R PASS " 6555 Tract 9/Lot 40 1264.0 11.5 121.8 93 90 R PASS 6556 Tract 9/Lot 36 1264.0 11.8 121.5 93 90 R PASS " 6557 Tract 10/Lot 56 1264.0 11.0 123.3 94 90 R PASS " 6558 Tract 10/Lot 22 1264.0 12.1 120.8 92 90 S PASS " 6559 Tract 10/Lot 10 1264.0 11.6 122.5 94 90 S PASS " 6560 Tract 10/Lot 45 1265.0 12.1 120.1 92 90 S PASS 6561 Tract 10/Lot 51 1265.0 12.4 118.8 91 90 S PASS " 6562 F Tract 9/Lot 39 1265.0 12.9 116.4 89 90 S FAIL " 6562 R Tract 9/Lot 39 1265.0 11.6 119.9 92 90 S PASS 6563 Tract 10/Lot 58 1265.0 11.8 119.9 92 90 S PASS " 6564 Tract 10/Lot 25 1265.0 11.6 122.3 93 90 S PASS 6565 Tract 10/Lot 4 1265.0 12.2 120.5 92 90 S PASS 6566 Tract 10/Lot 20 1265.0 11.9 121.6 93 90 S PASS 6567 Tract 10/Lot 9 1265.0 12.1 121.0 92 90 S PASS 6568 Tract 27/Stabilization 1266.0 12.5 121.7 93 90 W PASS 6569 Tract 27/Stabilization 1266.0 12.7 123.2 94 90 W PASS 6570 Tract 27/Stabilization 1266.0 11.8 122.6 94 90 W PASS 6571 Tract 27/Stabilization 1266.0 13.2 121.5 93 90 W PASS " 6572 Tract 27/Stabilization 1266.0 12.6 119.8 92 90 W PASS 6573 Tract 27/Stabilization 1266.0 12.4 120.3 92 90 W PASS " 6574 Tract 27/Stabilization 1266.0 11.7 122.5 94 90 W PASS 6575 Tract 27/Stabilization 1266.0 13.3 121.8 93 90 W PASS 10/20/06 6576 Tract 10/Lot 46 1266.0 11.8 122.5 94 90 T PASS " 6577 Tract 10/Lot 34 1266.0 12.2 120.8 92 90 T PASS to 6578 Tract 9/Lot 37 1266.0 11.9 120.2 92 90 T PASS " 6579 Tract 10/Lot 2 1266.0 11.2 122.3 94 90 T PASS 6580 Tract 10/Lot 19 1266.0 11.7 121.6 93 90 T PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 106 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 10/20/06 6581 Tract 10/Lot 7 1266.0 12.0 119.9 92 90 T PASS " 6582 Tract 10/Lot 12 1266.0 11.5 122.7 94 90 T PASS 6583 Tract 10/Lot 16 1266.0 12.3 119.4 91 90 T PASS " 6584 Tract 27/Stabilization 1267.0 11.2 121.7 91 90 V PASS " 6585 Tract 27/Stabilization 1267.0 10.8 123.6 93 90 V PASS " 6586 Tract 27/Stabilization 1267.0 10.7 122.5 92 90 V PASS 6587 Tract 27/Stabilization 1267.0 11.3 124.7 93 90 V PASS 6588 Tract 27/Stabilization 1267.0 9.8 123.2 92 90 V PASS 6589 Tract 27/Stabilization 1267.0 10.4 121.3 91 90 V PASS 6590 Tract 27/Stabilization 1267.0 10.6 122.7 92 90 V PASS 6591 Tract 27/Stabilization 1267.0 11.3 124.6 93 90 V PASS 10/23/06 6592 Tract 10/Lot 63 1267.0 11.5 122.6 94 90 T PASS " 6593 Tract 10/Lot 47 1267.0 12.0 120.3 92 90 T PASS 6594 Tract 10/Lot 31 1267.0 12.3 120.8 92 90 T PASS 6595 Tract 9/Lot 5 1267.0 11.8 122.7 94 90 T PASS 6596 Tract 9/Lot 38 1267.0 12.5 119.3 91 90 T PASS 6597 Tract 10/Lot 30 1267.0 11.6 121.4 93 90 T PASS 6598 Tract 10/Lot 18 1267.0 11.1 123.4 94 90 T PASS 6599 Tract 10/Lot 8 1267.0 12.1 119.8 92 90 T PASS " 6600 Tract 27/Stabilization 1268.0 12.7 121.7 93 90 W PASS " 6601 Tract 27/Stabilization 1268.0 12.5 123.3 94 90 W PASS 6602 Tract 27/Stabilization 1268.0 13.2 122.5 94 90 W PASS 6603 Tract 27/Stabilization 1268.0 11.8 119.6 92 90 W PASS 6604 Tract 27/Stabilization 1268.0 11.7 120.2 92 90 W PASS " 6605 Tract 27/Stabilization 1268.0 12.4 121.8 93 90 W PASS 6606 Tract 27/Stabilization 1268.0 13.3 118.6 91 90 W PASS 6607 Tract 27/Stabilization 1268.0 13.2 120.5 92 90 W PASS 10/24/06 6608 Tract 10/Lot 62 1268.0 10.9 121.1 91 90 U PASS " 6609 F Tract 10/Lot 49 1268.0 11.6 118.6 90 90 U FAIL 6609 R Tract 10/Lot 49 1268.0 10.4 122.3 92 90 U PASS 6610 Tract 10/Lot 52 1268.0 10.6 122.3 92 90 U PASS " 6611 Tract 9/Lot 41 1268.0 10.2 123.5 95 90 W PASS 6612 Tract 9/Lot 35 1268.0 12.3 121.1 93 90 W PASS " 6613 Tract 10/Lot 59 1268.0 12.9 119.3 91 90 W PASS 6614 Tract 10/Lot 4 1268.0 12.6 120.4 92 90 W PASS " 6615 Tract 10/Lot 11 1268.0 12.0 122.6 92 90 V PASS 6616 Tract 27/Stabilization 1269.0 10.5 122.7 92 90 V PASS 6617 Tract 27/Stabilization 1269.0 10.8 121.5 91 90 V PASS " 6618 Tract 27/Stabilization 1269.0 11.3 123.8 93 90 V PASS 6619 Tract 27/Stabilization 1269.0 11.5 124.4 93 90 V PASS " 6620 Tract 27/Stabilization 1269.0 12.2 123.7 93 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 107 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 10/24/06 6621 Tract 27/Stabilization 1269.0 11.6 125.2 94 90 V PASS 6622 Tract 27/Stabilization 1269.0 10.7 121.6 91 90 V PASS 6623 Tract 27/Stabilization 1269.0 11.4 123.5 93 90 V PASS 10/25/06 6624 Tract 10/Lot 20 1269.0 12.2 121.0 93 90 W PASS 6625 Tract 10/Lot 618 1269.0 12.9 119.3 91 90 W PASS 6626 Tract 10/Lot 13 1269.0 12.1 121.9 93 90 W PASS " 6627 Tract 10/Lot 15 1269.0 12.8 120.4 92 90 W PASS " 6628 Tract 10/Lot 19 1270.0 11.5 122.7 94 90 W PASS 6629 Tract 10/L,ot 21 1270.0 12.0 122.2 94 90 W PASS 6630 Tract 10/Lot 14 1270.0 12.4 121.6 93 90 W PASS 6631 Tract 10/Lot 16 1270.0 11.9 123.4 95 90 W PASS " 6632 Tract 27/Stabilization 1270.0 11.2 121.8 92 90 U PASS 6633 Tract 27/Stabilization 1270.0 10.8 123.4 93 90 U PASS 6634 Tract 27/Stabilization 1270.0 10.7 122.5 92 90 U PASS 6635 Tract 27/Stabilization 1270.0 12.3 120.7 91 90 U PASS 6636 Tract 27/Stabilization 1270.0 11.4 123.6 93 90 U PASS " 6637 Tract 27/Stabilization 1270.0 11.5 124.3 94 90 U PASS 6638 Tract 27/Stabilization 1270.0 10.8 122.7 93 90 U PASS 6639 Tract 27/Stabilization 1270.0 12.2 120.8 91 90 U PASS 10/26/06 6640 Tract 9BW Street 1262.0 12.1 122.8 94 90 S PASS " 6641 Tract 9BX Street 1262.0 12.8 120.3 92 90 S PASS 6642 Tract 9BX Street 1262.0 13.1 120.7 92 90 S PASS " 6643 Tract 9BW Street 1262.0 11.9 119.3 91 90 T PASS 6644 Tract 9BW Street 1264.0 11.6 123.2 94 90 T PASS " 6645 Tract 9BV Street 1264.0 12.2 120.5 92 90 T PASS " 6646 Tract 9BX Street 1264.0 12.8 118.9 91 90 T PASS 6647 Tract 9BW Street 1264.0 12.0 121.7 93 90 T PASS 6648 Tract 11/CC Street 1260.0 12.5 119.6 92 90 W PASS " 6649 Tract 11/CF Street 1259.0 12.7 121.7 93 90 W PASS " 6650 Tract 11/CD Street 1260.0 13.2 120.4 92 90 W PASS 6651 Tract I VCH Street 1260.0 11.8 118.6 91 90 W PASS " 6652 Tract 11/CC Street 1262.0 11.6 119.8 92 90 W PASS 6653 Tract 11/CE Street 1261.0 12.4 123.2 94 90 W PASS 6654 Tract 11/CF Street 1262.0 13.3 122.7 94 90 W PASS " 6655 Tract 11/CD Street 1262.0 13.5 120.8 93 90 W PASS 10/27/06 6656 Tract 9BV Street 1266.0 10.5 123.6 93 90 V PASS 6657 Tract 9BX Street 1266.0 10.8 121.7 91 90 V PASS " 6658 Tract 9BW Street 1266.0 11.4 122.8 92 90 V PASS 6659 Tract 9BX Street 1268.0 11.2 125.3 94 90 V PASS 6660 Tract 9BV Street 1268.0 10.7 124.6 93 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 108 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcI) (%) (%) TYPE FAIL 10/27/06 6661 Tract 9BW Street 1268.0 11.3 122.5 92 90 V PASS " 6662 Tract 9BW Street 1270.0 11.6 123.3 92 90 V PASS 6663 Tract 9BW Street 1270.0 10.6 124.7 93 90 V PASS 6664 Tract I I/CD Street 1268.0 13.3 121.5 93 90 W PASS " 6665 Tract 11/CE Street 1268.0 13.2 122.7 94 90 W PASS " 6666 Tract 11/CE Street 1268.0 12.8 119.6 92 90 W PASS 6667 Tract 11/CD Street 1268.0 12.5 118.8 91 90 W PASS " 6668 Tract 11/CC Street 1268.0 13.4 120.7 92 90 W PASS " 6669 Tract 11/CF Street 1268.0 11.8 122.3 94 90 W PASS 6670 Tract 11/CD Street 1268.0 12.3 121.8 93 90 W PASS 6671 Tract I VCH Street 1268.0 12.7 123.4 95 90 W PASS 10/30/06 6672 Tract 18/Stabilization 1268.0 11.1 122.4 94 90 T PASS 6673 Tract 18/Stabilization 1268.0 11.8 120.9 93 90 T PASS 6674 Tract 18/Stabilization 1267.0 12.4 119.5 91 90 T PASS " 6675 Tract 18/Stabilization 1268.0 11.5 121.4 93 90 T PASS 6676 Tract 18/Stabilization 1267.0 11.0 123.8 95 90 T PASS 6677 Tract 18/Stabilization 1268.0 11.3 123.1 94 90 T PASS " 6678 Tract 18/Stabilization 1268.0 11.9 121.3 93 90 S PASS 6679 Tract 18/Stabilization 1267.0 12.3 123.4 94 90 S PASS 6680 Tract 18/Stabilization 1267.0 12.4 119.3 91 90 S PASS 6681 Tract 18/Stabilization 1268.0 12.0 121.7 93 90 S PASS 6682 Tract 18/Stabilization 1264.0 12.5 119.8 92 90 S PASS 6683 Tract 18/Diamond Drive 1261.0 11.9 122.7 94 90 S PASS 6684 Tract 18/Diamond Drive 1262.0 12.1 121.3 93 90 S PASS " 6685 Tract 18/Diamond Drive 1262.0 11.4 123.4 94 90 S PASS " 6686 Tract 9/D Street 1251.0 11.9 120.9 92 90 S PASS 6687 Tract 9/D Street 1253.0 11.8 122.3 93 90 S PASS 10/31/06 6688 Tract 9/D Street 1255.0 10.8 124.2 93 90 V PASS " 6689 Tract 9/D Street 1256.0 11.4 121.8 91 90 V PASS 6690 Tract 18/Diamond Drive 1263.0 11.0 123.5 93 90 V PASS " 6691 Tract 18/Diamond Drive 1263.0 10.5 124.8 93 90 V PASS " 6692 Tract 22/Summerly 1260.0 11.3 121.6 91 90 V PASS 6693 Tract 22/Summerly 1261.0 10.9 123.4 92 90 V PASS 6694 Tract 22/Summerly 1263.0 10.1 125.8 94 90 V PASS 6695 Tract 20/Diamond Drive 1255.0 10.8 122.7 92 90 V PASS " 6696 Tract 20/Diamond Drive 1257.0 11.1 123.1 93 90 U PASS 6697 Tract 20/Diamond Drive 1258.0 11.4 121.4 92 90 U PASS 6698 Tract 20/Diamond Drive 1259.0 11.8 120.6 91 90 U PASS 6699 F Tract 20/Diamond Drive 1261.0 12.3 118.7 89 90 U FAIL " 6699 R Tract 20/Diamond Drive 1261.0 11.2 122.4 92 90 U PASS 6700 Tract 20/Diamond Drive 1262.0 10.7 123.4 93 90 U PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 109 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 10/31/06 6701 Tract 20/Diamond Drive 1263.0 10.9 122.8 93 90 U PASS " 6702 Tract 20/Diamond Drive 1263.0 10.3 124.6 94 90 U PASS 6703 Tract 20/Diamond Drive 1264.0 10.6 123.8 93 90 U PASS 11/01/06 6704 Tract 35/Pump Pad 1240.0 12.5 123.2 94 90 O PASS 6705 Tract 35/Pump Pad 1240.0 12.9 120.8 92 90 O PASS 6706 Tract 35/Pump Pad 1241.0 12.6 122.3 93 90 O PASS " 6707 Tract 35/Pump Pad 1242.0 12.0 123.4 94 90 O PASS " 6708 Tract 35/Pump Pad 1240.0 13.2 119.7 91 90 O PASS 6709 Tract 35/Pump Pad 1242.0 12.8 121.6 92 90 O PASS 6710 Tract 35/Pump Pad 1243.0 10.9 123.8 93 90 U PASS 6711 Tract 35/Pump Pad 1242.0 11.4 121.5 92 90 U PASS 6712 Tract 35/Pump Pad 1244.0 10.8 123.8 93 90 U PASS 6713 Tract 35/Pump Pad 1245.0 10.3 124.6 94 90 U PASS " 6714 Tract 35/Pump Pad 1246.0 11.2 121.5 92 90 U PASS " 6715 Tract 35/Pump Pad 1250.0 11.0 122.4 92 90 U PASS 6716 Tract 35/Pump Pad 1247.0 10.4 124.8 94 90 U PASS 6717 Tract 35/Pump Pad 1249.0 10.9 123.6 93 90 U PASS 6718 Tract 35/Pump Pad 1250.0 11.8 120.8 91 90 U PASS 6719 Tract 35/Pump Pad 1248.0 11.1 122.6 93 90 U PASS 11/02/06 6720 Tract 35/Pump Pad 1215.0 11.8 123.4 94 90 R PASS 6721 Tract 35/Pump Pad 1216.0 12.4 120.2 92 90 R PASS 6722 Tract 35/Pump Pad 1216.0 12.0 122.8 94 90 R PASS " 6723 Tract 35/Pump Pad 1218.0 12.2 122.1 93 90 R PASS " 6724 Tract 35/Pump Pad 1217.0 12.9 119.6 92 90 R PASS 6725 Tract 35/Pump Pad 1220.0 12.5 121.5 93 90 R PASS " 6726 Tract 35/Pump Pad 1219.0 11.6 123.1 94 90 R PASS " 6727 Tract 35/Pump Pad 1221.0 12.4 120.9 93 90 R PASS " 6728 Tract 15/Diamond Drive 1259.0 11.9 120.1 92 90 R PASS 6729 Tract 20/Diamond Drive 1260.0 12.4 119.5 92 90 R PASS 6730 Tract 20/Diamond Drive 1262.0 11.5 122.3 94 90 R PASS 6731 Tract 20/Diamond Drive 1261.0 11.6 122.9 94 90 T PASS 6732 Tract 20/Diamond Drive 1262.0 12.3 119.4 91 90 T PASS 6733 Tract 20/Diamond Drive 1260.0 12.8 118.7 91 90 T PASS 6734 Tract 20/Diamond Drive 1263.0 11.9 122.3 94 90 T PASS " 6735 Tract 20/Diamond Drive 1262.0 12.3 121.5 93 90 T PASS 11/03/06 6736 Tract 35/Pump Pad 1219.0 12.8 120.6 92 90 W PASS " 6737 Tract 35/Pump Pad 1218.0 12.1 122.1 94 90 W PASS " 6738 Tract 35/Pump Pad 1220.0 13.4 119.3 91 90 W PASS 6739 Tract 35/Pump Pad 1221.0 13.0 120.4 92 90 W PASS 6740 Tract 35/Pump Pad 1219.0 12.4 123.1 94 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 110 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 11/03/06 6741 Tract 35/Pump Pad 1221.0 12.9 121.8 93 90 W PASS 6742 Tract 35/Pump Pad 1222.0 12.3 122.4 94 90 W PASS " 6743 Tract 35/Pump Pad 1224.0 12.7 121.2 93 90 W PASS 6744 Tract 21/Lot 43 1262.0 10.8 123.4 93 90 U PASS " 6745 Tract 21/Lot 40 1261.0 10.4 124.2 94 90 U PASS " 6745 Tract 21/Lot 40 1261.0 10.4 124.2 94 90 U PASS 6746 Tract 21/Lot 38 1260.0 11.2 121.8 92 90 U PASS 6746 Tract 21/Lot 38 1260.0 11.2 121.8 92 90 U PASS 6747 Tract 21/Lot 53 1265.0 10.8 122.5 92 90 U PASS 6748 F Tract 21/Lot 47 1263.0 12.3 118.6 89 90 U FAIL 6748 R Tract 21/Lot 47 1263.0 11.4 121.4 92 90 U PASS 6749 Tract 21/Lot 35 1264.0 11.6 123.8 93 90 U PASS 6749 Tract 21/Lot 35 1264.0 11.6 123.8 93 90 U PASS 6750 Tract 21/Lot 19 1261.0 11.8 123.1 93 90 U PASS " 6750 Tract 21/Lot 19 1261.0 11.8 123.1 93 90 U PASS " 6751 Tract 21/Lot 18 1262.0 10.8 125.1 94 90 U PASS " 6751 Tract 21/Lot 18 1262.0 10.8 125.1 94 90 U PASS 11/06/06 6752 Tract 35/Pump Pad 1218.0 11.2 122.3 92 90 V PASS " 6753 Tract 35/Pump Pad 1220.0 10.8 121.6 91 90 V PASS 6754 Tract 35/Pump Pad 1221.0 10.7 124.7 93 90 V PASS 6755 Tract 35/Pump Pad 1220.0 11.3 123.5 93 90 V PASS 6756 Tract 35/Pump Pad 1219.0 11.5 125.2 94 90 V PASS " 6757 Tract 35/Pump Pad 1222.0 10.6 124.7 93 90 V PASS " 6758 Tract 35/Pump Pad 1219.0 12.2 122.4 92 90 V PASS 6759 Tract 35/Pump Pad 1218.0 12.3 123.5 93 90 V PASS " 6760 Tract 19/Park Site 1264.0 12.4 121.5 93 90 W PASS 6761 Tract 19/Park Site 1266.0 12.7 119.8 92 90 W PASS to 6762 Tract 19/Park Site 1266.0 11.8 120.4 92 90 W PASS " 6763 Tract 19/Park Site 1267.0 13.3 122.3 94 90 W PASS " 6764 Tract 19/Park Site 1268.0 12.6 121.3 93 90 W PASS 6765 Tract 19/Park Site 1269.0 12.3 119.8 92 90 W PASS 6766 Tract 19/Park Site 1268.0 13.5 121.6 93 90 W PASS 6767 Tract 19/Park Site 1269.0 11.7 120.5 92 90 W PASS 11/07/06 6768 Tract 35/Pump Pad 1245.0 11.3 121.5 93 90 T PASS of 6769 Tract 35/Pump Pad 1247.0 11.5 120.3 92 90 T PASS It 6770 Tract 35/Pump Pad 1246.0 10.7 122.4 94 90 T PASS is 6771 Tract 35/Pump Pad 1249.0 12.4 123.7 95 90 T PASS to 6772 Tract 35/Pump Pad 1248.0 11.6 121.4 93 90 T PASS to 6773 Tract 35/Pump Pad 1251.0 11.8 120.8 92 90 T PASS 6774 Tract 35/Pump Pad 1250.0 10.8 122.7 94 90 T PASS " 6775 Tract 35/Pump Pad 1252.0 11.6 123.5 94 90 T PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 111 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL_ 11/07/06 6776 Tract 18/School Site 1268.0 10.8 121.3 92 90 U PASS " 6777 Tract 18/School Site 1267.0 10.5 122.4 92 90 U PASS " 6778 Tract 18/School Site 1266.0 11.2 120.8 91 90 U PASS 6779 Tract 18/School Site 1268.0 11.3 123.7 93 90 U PASS 6780 Tract 18/School Site 1268.0 9.8 124.2 94 90 U PASS " 6781 Tract 18/School Site 1267.0 10.7 122.6 93 90 U PASS " 6782 Tract 18/School Site 1266.0 10.5 120.4 91 90 U PASS 6783 Tract 18/School Site 1266.0 11.6 121.7 92 90 U PASS 11/08/06 6784 Tract 35/Pump Pad 1251.0 12.2 121.2 93 90 W PASS 6785 Tract 35/Pump Pad 1253.0 11.6 123.8 95 90 W PASS 6786 Tract 35/Pump Pad 1252.0 11.9 122.5 94 90 W PASS 6787 Tract 35/Pump Pad 1253.0 12.8 119.8 92 90 W PASS 6788 Tract 35/Pump Pad 1252.0 12.3 121.7 93 90 W PASS 6789 Tract 35/Pump Pad 1249.0 12.7 120.2 92 90 W PASS 6790 Tract 35/Pump Pad 1251.0 11.8 122.9 94 90 W PASS 6791 Tract 35/Pump Pad 1255.0 12.0 122.3 94 90 W PASS 6792 Tract 18/School Site 1264.0 11.9 122.3 94 90 R PASS " 6793 Tract 18/School Site 1266.0 12.3 120.6 92 90 R PASS 6794 Tract 18/School Site 1267.0 11.5 122.9 94 90 R PASS 6795 Tract 18/School Site 1265.0 11.1 123.8 95 90 R PASS 6796 Tract 18/School Site 1268.0 12.3 120.6 92 90 R PASS 6797 Tract 18/School Site 1267.0 11.8 121.7 93 90 R PASS 6798 Tract 18/School Site 1267.0 12.1 121.1 93 90 R PASS " 6799 Tract 18/School Site 1266.0 11.6 123.4 94 90 R PASS 11/09/06 6800 Tract 35/Pump Pad 1249.0 10.7 124.2 93 90 V PASS " 6801 Tract 35/Pump Pad 1251.0 11.3 121.9 91 90 V PASS it 6802 Tract 35/Pump Pad 1250.0 11.0 121.4 91 90 V PASS " 6803 Tract 35/Pump Pad 1252.0 10.8 123.5 93 90 V PASS " 6804 Tract 35/Pump Pad 1254.0 10.1 125.6 94 90 V PASS 6805 Tract 35/Pump Pad 1253.0 10.9 123.8 93 90 V PASS 6806 Tract 35/Pump Pad 1252.0 11.4 122.6 92 90 V PASS 6807 Tract 35/Pump Pad 1254.0 10.5 124.9 94 90 V PASS 6808 Tract 21/Lot 21 1262.0 12.4 121.7 93 90 W PASS 6809 Tract 21/Street 1260.0 12.7 119.5 92 90 W PASS 6810 Tract 21/Street 1259.0 11.8 120.6 92 90 W PASS 6811 Tract 21/Street 1261.0 13.2 122.4 94 90 W PASS " 6812 Tract 21/Street 1263.0 13.5 121.8 93 90 W PASS " 6813 Tract 21/Street 1260.0 12.6 118.8 91 90 W PASS " 6814 Tract 21/Street 1261.0 12.7 120.3 92 90 W PASS 6815 Tract 21/Street 1262.0 11.5 122.4 94 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 112 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pct) (%) (%) TYPE FAIL 11/10/06 6816 Tract 35/Pump Pad 1240.0 11.2 121.7 93 90 T PASS " 6817 Tract 35/Pump Pad 1241.0 11.5 120.8 92 90 T PASS " 6818 Tract 35/Pump Pad 1244.0 10.8 122.4 94 90 T PASS 6819 Tract 35/Pump Pad 1246.0 12.3 119.6 92 90 T PASS " 6820 Tract 35/Pump Pad 1251.0 11.4 120.8 92 90 T PASS 6821 Tract 35/Pump Pad 1253.0 11.7 121.2 93 90 T PASS 6822 Tract 35/Pump Pad 1255.0 12.5 122.7 94 90 T PASS " 6823 Tract 35/Pump Pad 1258.0 12.6 120.5 92 90 T PASS " 6824 Tract 11/Lot 7 1266.0 12.7 121.8 93 90 W PASS 6825 Tract 11/Lot 10 1265.0 13.2 119.5 92 90 W PASS 6826 Tract 11/Lot 49 1267.0 13.5 120.8 93 90 W PASS " 6827 Tract 11/Lot 46 1265.0 12.8 122.3 94 90 W PASS 6828 Tract 11/Street 1264.0 12.3 121.6 93 90 W PASS 6829 Tract 11/Street 1263.0 11.7 118.5 91 90 W PASS 6830 Tract 11/Street 1263.0 12.4 120.7 92 90 W PASS 6831 Tract 11/Street 1264.0 13.4 121.3 93 90 W PASS 11/13/06 6832 Tract 35/Pump Pad 1223.0 12.4 121.1 93 90 W PASS 6833 Tract 35/Pump Pad 1226.0 11.9 123.6 95 90 W PASS " 6834 Tract 35/Pump Pad 1224.0 12.8 119.4 91 90 W PASS 6835 Tract 35/Pump Pad 1226.0 12.5 121.6 93 90 W PASS 6836 Tract 35/Pump Pad 1225.0 12.9 120.8 93 90 W PASS " 6837 Tract 35/Pump Pad 1230.0 11.8 121.4 93 90 R PASS 6838 Tract 35/Pump Pad 1228.0 12.6 118.6 91 90 R PASS 6839 Tract 35/Pump Pad 1224.0 11.3 122.3 94 90 R PASS 6840 Tract 10/Street 1262.0 11.6 122.3 94 90 R PASS 6842 Tract 10/Street 1263.0 12.5 120.2 92 90 R PASS 6843 Tract 10/Street 1265.0 11.3 123.7 95 90 R PASS 6844 Tract 10/Street 1264.0 11.9 121.4 93 90 R PASS " 6845 Tract 10/Street 1266.0 12.6 119.1 91 90 R PASS " 6846 Tract 10/Street 1265.0 12.1 121.4 93 90 R PASS 6847 Tract 10/Street 1265.0 11.7 122.8 94 90 R PASS 11/14/06 6848 Tract 35/Pump Pad 1245.0 12.5 121.3 93 90 W PASS " 6849 Tract 35/Pump Pad 1247.0 12.4 119.8 92 90 W PASS 6850 Tract 35/Pump Pad 1248.0 13.2 120.4 92 90 W PASS 6851 Tract 35/Pump Pad 1249.0 11.7 121.2 93 90 W PASS " 6852 Tract 35/Pump Pad 1251.0 12.6 118.8 91 90 W PASS 6853 Tract 35/Pump Pad 1250.0 13.3 120.6 92 90 W PASS 6854 Tract 35/Pump Pad 1254.0 11.8 119.5 92 90 W PASS " 6855 Tract 35/Pump Pad 1257.0 12.8 121.3 93 90 W PASS 6856 Tract 35/Pump Pad 1233.0 10.2 121.3 92 90 U PASS " 6857 Tract 35/Pump Pad 1234.0 9.7 119.8 90 90 U PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 113 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 11/14/06 6858 Tract 35/Pump Pad 1231.0 9.8 122.6 93 90 U PASS " 6859 Tract 35/Pump Pad 1230.0 10.4 120.8 91 90 U PASS " 6860 Tract 35/Pump Pad 1232.0 11.3 123.5 93 90 U PASS 6861 Tract 35/Pump Pad 1234.0 10.7 124.3 94 90 U PASS 6862 Tract 35/Pump Pad 1228.0 11.6 121.7 92 90 U PASS 6863 Tract 35/Pump Pad 1229.0 11.4 122.8 93 90 U PASS 11/15/06 6864 Tract 35/Pump Pad 1233.0 11.5 119.8 92 90 T PASS " 6865 Tract 35/Pump Pad 1237.0 11.2 121.5 93 90 T PASS 6866 Tract 35/Pump Pad 1235.0 10.8 120.3 92 90 T PASS 6867 Tract 35/Pump Pad 1238.0 12.4 119.5 91 90 T PASS 6868 Tract 35/Pump Pad 1236.0 12.2 122.4 94 90 T PASS " 6869 Tract 35/Pump Pad 1237.0 11.8 121.7 93 90 T PASS " 6870 Tract 35/Pump Pad 1233.0 11.5 118.8 91 90 T PASS 6871 Tract 35/Pump Pad 1235.0 12.2 120.7 92 90 T PASS " 6872 Tract 35/Pump Pad 1233.0 11.3 121.7 92 90 U PASS 6873 Tract 35/Pump Pad 1235.0 11.5 120.4 91 90 U PASS 6874 Tract 35/Pump Pad 1236.0 10.8 123.5 93 90 U PASS 6875 Tract 35/Pump Pad 1238.0 11.2 122.7 93 90 U PASS 6876 Tract 35/Pump Pad 1237.0 12.4 123.8 93 90 U PASS " 6877 Tract 35/Pump Pad 1238.0 11.6 120.8 91 90 U PASS " 6878 Tract 35/Pump Pad 1239.0 11.7 121.6 92 90 U PASS 6879 Tract 35/Pump Pad 1240.0 12.2 123.4 93 90 U PASS 11/16/06 6880 Tract 35/Pump Pad 1253.0 11.8 119.6 92 90 W PASS " 6881 Tract 35/Pump Pad 1255.0 12.3 121.5 93 90 W PASS 6882 Tract 35/Pump Pad 1258.0 12.2 120.8 93 90 W PASS 6883 Tract 35/Pump Pad 1259.0 13.4 122.3 94 90 W PASS " 6884 Tract 35/Pump Pad 1257.0 12.7 121.7 93 90 W PASS 6885 Tract 35/Pump Pad 1256.0 11.5 118.5 91 90 W PASS " 6886 Tract 35/Pump Pad 1261.0 12.4 120.3 92 90 W PASS " 6887 Tract 35/Pump Pad 1260.0 13.2 119.8 92 90 W PASS 6888 Tract 10/Street 1264.0 12.3 121.5 93 90 W PASS 6889 Tract 10/Street 1265.0 12.5 123.2 94 90 W PASS " 6890 Tract 10/Street 1263.0 11.8 122.7 94 90 W PASS 6891 Tract 10/Street 1265.0 11.7 118.8 91 90 W PASS " 6892 Tract 10/Street 1266.0 13.2 120.3 92 90 W PASS 6893 Tract 10/Street 1267.0 12.4 119.6 92 90 W PASS 6894 Tract 10/Street 1266.0 12.5 122.4 94 90 W PASS 6895 Tract 10/Street 1265.0 13.3 121.7 93 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 114 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 11/17/06 6896 Tract 35/Pump Pad 1241.0 10.7 121.8 91 90 V PASS " 6897 Tract 35/Pump Pad 1242.0 11.2 123.7 93 90 V PASS 6898 Tract 35/Pump Pad 1244.0 11.5 122.6 92 90 V PASS 6899 Tract 35/Pump Pad 1238.0 10.8 124.2 93 90 V PASS 6900 Tract 35/Pump Pad 1242.0 11.6 123.7 93 90 V PASS " 6901 Tract 35/Pump Pad 1240.0 11.4 123.3 92 90 V PASS " 6902 Tract 35/Pump Pad 1241.0 12.2 121.5 91 90 V PASS " 6903 Tract 35/Pump Pad 1243.0 11.6 122.4 92 90 V PASS " 6904 Tract 35/Pump Pad 1238.0 12.5 121.4 93 90 W PASS 6905 Tract 35/Pump Pad 1242.0 13.2 123.5 95 90 W PASS " 6906 Tract 35/Pump Pad 1241.0 13.6 119.8 92 90 W PASS 6907 Tract 35/Pump Pad 1239.0 12.8 121.2 93 90 W PASS " 6908 Tract 35/Pump Pad 1243.0 12.7 120.6 92 90 W PASS 6909 Tract 35/Pump Pad 1242.0 11.8 122.5 94 90 W PASS 6910 Tract 35/Pump Pad 1243.0 12.3 123.6 95 90 W PASS 6911 Tract 35/Pump Pad 1246.0 12.6 120.8 93 90 W PASS 11/20/06 6912 Tract 11/Lot 41 1266.0 10.7 121.3 92 90 U PASS " 6913 Tract 11/Lot 50 1267.0 11.3 122.4 92 90 U PASS to 6914 Tract 11/Lot 52 1266.0 11.2 120.8 91 90 U PASS " 6915 Tract 11/Lot 57 1265.0 10.8 123.7 93 90 U PASS " 6916 Tract 11/Lot 1 1266.0 12.2 122.3 92 90 U PASS 6917 Tract 11/Lot 7 1265.0 11.6 122.8 93 90 U PASS 6918 Tract 11/Lot 11 1265.0 11.5 123.6 93 90 U PASS " 6919 Tract 11/Lot 13 1266.0 10.7 121.5 92 90 U PASS 6920 Tract 35/Pump Pad 1250.0 13.2 122.3 94 90 W PASS 6921 Tract 35/Pump Pad 1257.0 13.5 121.7 93 90 W PASS " 6922 Tract 35/Pump Pad 1264.0 12.8 119.6 92 90 W PASS " 6923 Tract 35/Pump Pad 1263.0 13.3 120.4 92 90 W PASS " 6924 Tract 35/Pump Pad 1260.0 12.7 119.8 92 90 W PASS " 6925 Tract 35/Pump Pad 1255.0 12.6 121.3 93 90 W PASS 6926 Tract 35/Pump Pad 1253.0 13.4 122.2 94 90 W PASS 6927 Tract 35/Pump Pad 1248.0 11.8 123.3 94 90 W PASS 11/21/06 6928 Tract 35/Pump Pad 1247.0 12.8 121.7 93 90 W PASS " 6929 Tract 35/Pump Pad 1244.0 12.4 120.3 92 90 W PASS " 6930 Tract 35/Pump Pad 1248.0 13.5 121.6 93 90 W PASS 6931 Tract 35/Pump Pad 1249.0 12.6 119.8 92 90 W PASS " 6932 Tract 35/Pump Pad 1250.0 11.8 120.4 92 90 W PASS 6933 Tract 35/Pump Pad 1247.0 13.2 122.7 94 90 W PASS to 6934 Tract 35/Pump Pad 1246.0 13.4 123.2 94 90 W PASS It 6935 Tract 35/Pump Pad 1248.0 12.7 121.8 93 90 W PASS it 6936 Tract 35/Pump Pad 1248.0 11.2 121.6 93 90 T PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 115 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 11/21/06 6937 Tract 35/Pump Pad 1252.0 11.5 122.4 94 90 T PASS 6938 Tract 35/Pump Pad 1247.0 13.3 119.5 91 90 T PASS 6939 Tract 35/Pump Pad 1253.0 12.8 120.7 92 90 T PASS 6940 Tract 35/Pump Pad 1252.0 12.6 121.8 93 90 T PASS " 6941 Tract 10/Street 1264.0 12.1 120.8 92 90 R PASS 6941 Tract 35/Pump Pad 1251.0 13.4 123.3 94 90 T PASS 6942 Tract 35/Pump Pad 1249.0 11.7 122.7 94 90 T PASS " 6943 Tract 35/Pump Pad 1250.0 12.2 120.4 92 90 T PASS 11/22/06 6944 Tract 11/Street 1264.0 11.8 121.7 93 90 T PASS " 6945 Tract 11/Street 1265.0 11.7 120.8 92 90 T PASS 6946 Tract 11/Street 1265.0 12.4 119.2 91 90 T PASS 6947 Tract 11/Street 1263.0 11.5 122.3 94 90 T PASS " 6948 Tract 11/Street 1264.0 12.6 121.5 93 90 T PASS " 6949 Tract 11/Street 1265.0 12.2 123.4 94 90 T PASS 6950 Tract 11/Street 1261.0 10.8 120.7 92 90 T PASS " 6951 Tract 11/Street 1263.0 11.4 121.8 93 90 T PASS 6952 Tract 35/Pump Pad 1257.0 13.3 121.4 93 90 W PASS " 6953 Tract 35/Pump Pad 1256.0 12.8 119.6 92 90 W PASS 6954 Tract 35/Pump Pad 1258.0 12.5 120.7 92 90 W PASS " 6955 Tract 35/Pump Pad 1254.0 13.2 123.3 94 90 W PASS 6956 Tract 35/Pump Pad 1255.0 13.6 121.8 93 90 W PASS 6957 Tract 35/Pump Pad 1257.0 12.7 118.7 91 90 W PASS " 6958 Tract 35/Pump Pad 1258.0 12.8 120.2 92 90 W PASS to 6959 Tract 35/Pump Pad 1256.0 13.5 121.7 93 90 W PASS 12/06/06 6960 Tract 35/Pump Pad 1257.0 10.8 123.7 93 90 V PASS " 6961 Tract 35/Pump Pad 1255.0 10.7 122.4 92 90 V PASS 6962 Tract 35/Pump Pad 1258.0 11.2 121.8 91 90 V PASS to 6963 Tract 35/Pump Pad 1259.0 11.5 124.3 93 90 V PASS " 6964 Tract 35/Pump Pad 1260.0 9.8 123.6 93 90 V PASS 6965 Tract 35/Pump Pad 1263.0 10.3 123.5 93 90 V PASS " 6966 Tract 35/Pump Pad 1262.0 11.4 122.8 92 90 V PASS 6967 Tract 35/Pump Pad 1263.0 11.6 121.7 91 90 V PASS 6968 Tract 35/Pump Pad 1259.0 12.7 121.3 93 90 W PASS " 6969 Tract 35/Pump Pad 1262.0 12.5 120.7 92 90 W PASS 6970 Tract 35/Pump Pad 1264.0 13.2 122.5 94 90 W PASS 6971 Tract 35/Pump Pad 1260.0 12.6 121.2 93 90 W PASS " 6972 Tract 35/Pump Pad 1263.0 11.8 120.4 92 90 W PASS 6973 Tract 35/Pump Pad 1265.0 12.4 119.6 92 90 W PASS 6974 Tract 35/Pump Pad 1265.0 12.7 120.3 92 90 W PASS 6975 Tract 35/Pump Pad 1264.0 13.4 122.7 94 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 116 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 12/07/06 6976 Tract 35/Pump Pad 1244.0 12.4 122.8 94 90 S PASS " 6977 Tract 35/Pump Pad 1246.0 12.9 119.4 91 90 S PASS " 6978 Tract 35/Pump Pad 1247.0 12.6 120.5 92 90 S PASS " 6979 Tract 35/Pump Pad 1218.0 11.8 122.1 93 90 S PASS " 6980 Tract 35/Pump Pad 1220.0 13.2 118.8 91 90 S PASS 6981 Tract 35/Pump Pad 1221.0 12.8 121.4 93 90 S PASS 6982 Tract 35/Pump Pad 1225.0 12.3 123.7 94 90 S PASS " 6983 Tract 35/Pump Pad 1223.0 11.9 123.2 94 90 S PASS 6984 Tract 35/Pump Pad 1218.0 12.7 119.8 92 90 W PASS 6985 Tract 35/Pump Pad 1221.0 13.2 121.4 93 90 W PASS 6986 Tract 35/Pump Pad 1220.0 13.5 120.5 92 90 W PASS " 6987 Tract 35/Pump Pad 1222.0 12.8 122.6 94 90 W PASS " 6988 Tract 35/Pump Pad 1221.0 12.6 121.3 93 90 W PASS 6989 Tract 35/Pump Pad 1222.0 13.4 120.7 92 90 W PASS " 6990 Tract 35/Pump Pad 1224.0 11.8 121.5 93 90 W PASS 6991 Tract 35/Pump Pad 1219.0 12.3 123.2 94 90 W PASS 12/08/06 6992 Tract 35/Pump Pad 1226.0 12.4 124.5 95 90 W PASS " 6993 Tract 35/Pump Pad 1224.0 12.9 121.8 93 90 W PASS " 6994 Tract 35/Pump Pad 1219.0 11.8 125.3 96 90 W PASS " 6995 Tract 35/Pump Pad 1264.0 12.6 123.6 95 90 W PASS " 6996 Tract 35/Pump Pad 1263.0 12.0 124.1 95 90 W PASS 6997 Tract 35/Pump Pad 1265.0 13.2 122.8 94 90 W PASS 6998 Tract 35/Pump Pad 1265.0 13.4 122.3 94 90 W PASS " 6999 Tract 35/Pump Pad 1227.0 12.8 124.6 95 90 W PASS " 7001 Tract 10/Lot 37 1265.0 11.5 119.7 92 90 T PASS 7002 Tract 10/Lot 35 1264.0 10.8 120.6 92 90 T PASS 7003 Tract 10/Lot 48 1264.0 12.3 122.3 94 90 T PASS " 7005 Tract 10/Lot 51 1266.0 11.7 119.5 91 90 T PASS " 7006 Tract 10/Lot 33 1265.0 12.2 120.3 92 90 T PASS 7007 Tract 10/Lot 36 1267.0 11.4 118.7 91 90 T PASS 12/09/06 7008 Tract 35/Pump Pad 1219.0 12.8 121.4 93 90 W PASS is 7009 Tract 35/Pump Pad 1221.0 13.4 118.7 91 90 W PASS of 7010 Tract 35/Pump Pad 1223.0 13.1 120.3 92 90 W PASS " 7011 Tract 35/Pump Pad 1225.0 12.4 124.2 95 90 W PASS " 7012 Tract 35/Pump Pad 1224.0 12.9 122.1 94 90 W PASS 7013 Tract 35/Pump Pad 1225.0 12.1 123.5 95 90 W PASS " 7014 Tract 35/Pump Pad 1227.0 11.6 125.2 96 90 W PASS " 7015 Tract 35/Pump Pad 1228.0 12.0 124.9 96 90 W PASS " 7016 Tract 35/Pump Pad 1228.0 11.5 121.6 93 90 T PASS " 7017 Tract 35/Pump Pad 1230.0 11.2 122.4 94 90 T PASS " 7018 Tract 35/Pump Pad 1227.0 10.8 121.5 93 90 T PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 117 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 12/09/06 7019 Tract 35/Pump Pad 1225.0 12.3 120.8 92 90 T PASS " 7020 Tract 35/Pump Pad 1230.0 11.6 123.4 94 90 T PASS " 7021 Tract 35/Pump Pad 1231.0 11.4 121.7 93 90 T PASS " 7022 Tract 35/Pump Pad 1229.0 12.7 120.3 92 90 T PASS " 7023 Tract 35/Pump Pad 1226.0 12.2 118.6 91 90 T PASS 12/12/06 7024 Tract 35/Pump Pad 1230.0 12.2 119.3 91 90 R PASS " 7025 Tract 35/Pump Pad 1232.0 11.8 121.6 93 90 R PASS 7026 Tract 35/Pump Pad 1228.0 12.1 121.2 93 90 R PASS 7027 Tract 35/Pump Pad 1233.0 11.5 123.8 95 90 R PASS " 7028 Tract 35/Pump Pad 1232.0 11.9 122.4 94 90 R PASS " 7029 Tract 35/Pump Pad 1233.0 12.6 118.6 91 90 R PASS 7030 Tract 35/Pump Pad 1231.0 11.3 122.4 92 90 U PASS 7031 Tract 35/Pump Pad 1234.0 10.8 124.5 94 90 U PASS " 7032 Tract27/Slope 1238.0 13.4 120.7 92 90 W PASS 7033 Tract 27/Slope 1240.0 13.5 121.4 93 90 W PASS 7034 Tract 27/Slope 1239.0 12.8 119.6 92 90 W PASS 7035 Tract 27/Slope 1241.0 12.3 122.5 94 90 W PASS " 7036 Tract 27/Slope 1243.0 13.7 121.6 93 90 W PASS " 7037 Tract 27/Slope 1242.0 13.5 120.8 93 90 W PASS " 7038 Tract 27/Slope 1244.0 12.8 122.4 94 90 W PASS " 7039 Tract 27/Slope 1242.0 13.2 123.3 94 90 W PASS 12/13/06 7040 Tract 35/Pump Pad 1237.0 12.1 120.6 91 90 U PASS 7041 F Tract 35/Pump Pad 1238.0 12.9 117.6 89 90 U FAIL 7041 R Tract 35/Pump Pad 1239.0 11.6 120.6 91 90 U PASS " 7042 Tract 35/Pump Pad 1239.0 11.1 121.4 92 90 U PASS " 7043 Tract 35/Pump Pad 1240.0 10.7 123.6 93 90 U PASS 7044 Tract 35/Pump Pad 1240.0 10.9 122.1 92 90 U PASS " 7045 Tract 35/Pump Pad 1243.0 10.1 124.0 94 90 U PASS 7046 Tract 35/Pump Pad 1244.0 11.3 122.9 93 90 U PASS " 7047 Tract 35/Pump Pad 1237.0 11.8 120.3 91 90 U PASS 7048 Tract 27/Slope 1236.0 13.5 119.4 91 90 W PASS " 7049 Tract 27/Slope 1241.0 13.4 121.5 93 90 W PASS " 7050 Tract 27/Slope 1243.0 12.7 120.3 92 90 W PASS 7051 Tract 27/Slope 1255.0 13.3 119.2 91 90 W PASS " 7052 Tract 27/Slope 1241.0 12.8 122.7 94 90 W PASS " 7053 Tract 27/Slope 1246.0 12.6 121.4 93 90 W PASS 7054 Tract 27/Slope 1249.0 13.2 123.2 94 90 W PASS " 7055 Tract 27/Slope 1240.0 13.5 120.8 93 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 118 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 12/14/06 7056 Tract 35/Pump Pad 1239.0 13.4 119.8 92 90 W PASS " 7057 Tract 35/Pump Pad 1246.0 12.8 121.7 93 90 W PASS " 7058 Tract 35/Pump Pad 1242.0 13.1 120.5 92 90 W PASS " 7059 Tract 35/Pump Pad 1244.0 11.7 124.6 95 90 W PASS 7060 Tract 35/Pump Pad 1248.0 12.3 123.8 95 90 W PASS 7061 Tract 35/Pump Pad 1240.0 12.9 120.2 92 90 W PASS 7062 Tract 35/Pump Pad 1246.0 13.5 118.7 91 90 W PASS " 7063 Tract 35/Pump Pad 1241.0 12.4 121.3 93 90 W PASS " 7064 Tract 27/Stabilization 1242.0 11.2 121.6 92 90 U PASS " 7065 Tract 27/Stabilization 1255.0 11.5 122.4 92 90 U PASS " 7066 Tract 27/Stabilization 1258.0 10.7 120.5 91 90 U PASS 7067 Tract 27/Stabilization 1257.0 12.3 123.2 93 90 U PASS " 7068 Tract 27/Stabilization 1266.0 12.2 122.7 93 90 U PASS 7069 Tract 27/Stabilization 1269.0 11.8 122.4 92 90 U PASS 7070 Tract 27/Stabilization 1263.0 11.6 121.8 92 90 U PASS 7071 Tract 27/Stabilization 1239.0 10.8 120.5 91 90 U PASS 12/15/06 7072 Tract 35/Pump Pad 1223.0 12.4 122.4 94 90 W PASS " 7073 Tract 35/Pump Pad 1228.0 12.9 120.3 92 90 W PASS to 7074 Tract 35/Pump Pad 1232.0 13.6 118.6 91 90 W PASS 7075 Tract 35/Pump Pad 1234.0 12.6 121.8 93 90 W PASS 7076 Tract 35/Pump Pad 1237.0 11.9 123.5 95 90 W PASS " 7077 Tract 35/Pump Pad 1241.0 12.3 121.2 93 90 W PASS " 7078 Tract 35/Pump Pad 1241.0 13.1 119.4 91 90 W PASS 7079 Tract 35/Pump Pad 1243.0 12.5 122.7 94 90 W PASS 7080 Tract 11[Lot 30 1266.0 12.5 121.7 93 90 T PASS 7081 Tract 11/Lot 35 1267.0 11.8 119.8 92 90 T PASS " 7082 Tract 11/Lot 38 1266.0 11.7 120.5 92 90 T PASS 7083 Tract 11/Lot 19 1266.0 12.3 120.6 92 90 T PASS " 7084 Tract 11/Street 1263.0 13.2 119.4 91 90 T PASS 7085 Tract 11/Street 1264.0 12.8 121.7 93 90 T PASS 7086 Tract 11/Street 1267.0 12.6 120.3 92 90 T PASS 7087 Tract 11/Street 1265.0 13.3 123.2 94 90 T PASS 12/16/06 7088 Tract 35/Pump Pad 1251.0 12.4 122.8 94 90 S PASS of 7089 Tract 35/Pump Pad 1253.0 13.2 119.1 91 90 S PASS it 7090 Tract 35/Pump Pad 1249.0 12.8 121.5 93 90 S PASS of 7091 Tract 35/Pump Pad 1247.0 13.0 121.2 93 90 S PASS 7092 Tract 35/Pump Pad 1237.0 12.1 123.8 95 90 S PASS 7093 Tract 35/Pump Pad 1246.0 13.6 120.3 91 90 O PASS 7094 Tract 35/Pump Pad 1243.0 12.7 122.5 93 90 O PASS " 7095 Tract 35/Pump Pad 1247.0 11.9 123.9 94 90 O PASS " 7096 Tract 10/Street 1265.0 13.4 121.5 93 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 119 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pef) (%) (%) TYPE FAIL 12/16/06 7097 Tract 10/Street 1266.0 12.8 122.6 94 90 W PASS 7098 Tract 10/Street 1267.0 12.5 120.3 92 90 W PASS " 7099 Tract 10/Street 1264.0 13.7 121.7 93 90 W PASS " 7100 Tract 10/Street 1265.0 13.2 123.4 95 90 W PASS 7101 Tract 10/Street 1266.0 12.6 122.2 94 90 W PASS 7102 Tract 10/Street 1265.0 12.7 118.5 91 90 W PASS 7103 Tract 10/Street 1264.0 13.3 120.8 93 90 W PASS 12/18/06 7104 Tract 27 Pad 1269.0 13.2 119.9 91 90 O PASS 7105 Tract 27 Pad 1270.0 12.4 122.5 93 90 O PASS 7106 Tract 27 Pad 1270.0 13.0 120.3 91 90 O PASS " 7107 Tract 27 Pad 1268.0 13.4 120.8 92 90 O PASS " 7108 Tract 27 Pad 1269.0 12.1 123.6 94 90 O PASS " 7109 Tract 27 Pad 1270.0 12.9 121.2 92 90 O PASS " 7110 Tract 27 Pad 1271.0 13.6 119.4 91 90 O PASS 7111 Tract 27 Pad 1270.0 12.8 121.7 93 90 O PASS 7112 Tract 20,21,22 Superpad 1259.0 13.4 121.3 93 90 W PASS " 7113 Tract 20,21,22 Superpad 1259.0 12.7 119.8 92 90 W PASS 7114 Tract 20,21,22 Superpad 1259.0 12.8 120.4 92 90 W PASS " 7115 Tract 20,21,22 Superpad 1259.0 13.2 122.7 94 90 W PASS 7116 Tract 20,21,22 Superpad 1259.0 11.8 121.5 93 90 W PASS 7117 Tract 20,21,22 Superpad 1259.0 12.3 123.2 94 90 W PASS 7118 Tract 20,21,22 Superpad 1259.0 12.6 120.6 92 90 W PASS 7119 Tract 20,21,22 Superpad 1259.0 13.3 119.4 91 90 W PASS 12/19/06 7120 Tract 10/Lot 19 1269.0 11.8 123.8 95 90 S PASS 7121 Tract 10/Lot 16 1269.0 12.4 120.5 92 90 S PASS " 7122 Tract 10/Lot 20 1269.0 12.1 121.4 93 90 S PASS " 7123 Tract 10/Lot 5 1269.0 12.9 119.2 91 90 S PASS 7124 Tract 10/Lot 27 1270.0 11.6 121.6 93 90 S PASS " 7125 Tract 10/Lot 10 1270.0 11.1 123.2 94 90 S PASS 7126 Tract 10/Lot 1 1270.0 11.9 121.6 93 90 S PASS 7127 Tract 10/Lot 58 1270.0 12.7 119.7 91 90 S PASS 7128 Tract 20,21,22 Superpad 1259.0 10.5 123.5 93 90 V PASS 7129 Tract 20,21,22 Superpad 1259.0 10.7 124.6 93 90 V PASS " 7130 Tract 20,21,22 Superpad 1259.0 11.2 122.7 92 90 V PASS 7131 Tract 20,21,22 Superpad 1259.0 9.8 121.8 91 90 V PASS " 7132 Tract 20,21,22 Superpad 1259.0 10.3 124.3 93 90 V PASS " 7133 Tract 20,21,22 Superpad 1259.0 10.6 122.7 92 90 V PASS 7134 Tract 20,21,22 Superpad 1259.0 11.4 123.5 93 90 V PASS " 7135 Tract 20,21,22 Superpad 1259.0 11.2 124.6 93 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 120 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 12/20/06 7136 Tract 20,21,22 Superpad 1260.0 12.9 120.4 92 90 W PASS 7137 Tract 20,21,22 Superpad 1260.0 12.2 122.6 94 90 W PASS " 7138 Tract 20,21,22 Superpad 1260.0 13.3 118.8 91 90 W PASS 7139 Tract 20,21,22 Superpad 1260.0 12.4 123.4 95 90 W PASS 7140 Tract 20,21,22 Superpad 1260.0 12.8 121.7 93 90 W PASS " 7141 Tract 20,21,22 Superpad 1260.0 12.2 123.1 94 90 W PASS " 7142 Tract 20,21,22 Superpad 1260.0 13.1 120.5 92 90 W PASS " 7143 Tract 20,21,22 Superpad 1260.0 12.7 121.8 93 90 W PASS 7144 Tract 10/Lot 30 1270.0 11.5 122.6 92 90 V PASS " 7145 Tract 10/Lot 53 1270.0 11.2 121.8 91 90 V PASS 7146 Tract 10/Lot 32 1270.0 10.8 123.7 93 90 V PASS 7147 Tract 10/Lot 50 1270.0 10.7 123.5 93 90 V PASS 7148 Tract 10/Lot 36 1270.0 11.4 125.2 94 90 V PASS 7149 Tract 10/Lot 39 1270.0 12.2 124.6 93 90 V PASS 7150 Tract 10/Lot 63 1270.0 11.6 122.7 92 90 V PASS 7151 Tract 10/Lot 43 1270.0 10.8 123.4 92 90 V PASS 12/21/06 7152 Tract 20,21,22 Superpad 1260.0 13.0 120.1 92 90 W PASS 7153 Tract 20,21,22 Superpad 1260.0 12.6 122.5 94 90 W PASS 7154 Tract 20,21,22 Superpad 1260.0 13.4 119.6 92 90 W PASS 12/21/06 7155 Tract 20,21,22 Superpad 1260.0 12.8 121.7 93 90 W PASS 7156 Tract 20,21,22 Superpad 1260.0 13.1 121.2 93 90 W PASS 7157 Tract 20,21,22 Superpad 1260.0 12.4 123.5 95 90 W PASS " 7158 Tract 20,21,22 Superpad 1260.0 12.9 121.8 93 90 W PASS 7159 Tract 20,21,22 Superpad 1260.0 12.5 122.6 94 90 W PASS " 7160 Tract 20,21,22 Superpad 1260.0 13.2 119.5 92 90 W PASS 7161 Tract 20,21,22 Superpad 1260.0 12.8 121.4 93 90 W PASS " 7162 Tract 20,21,22 Superpad 1260.0 12.5 120.8 93 90 W PASS " 7163 Tract 20,21,22 Superpad 1260.0 13.3 123.2 94 90 W PASS 7164 Tract 20,21,22 Superpad 1260.0 13.5 122.7 94 90 W PASS " 7165 Tract 20,21,22 Superpad 1260.0 12.7 118.6 91 90 W PASS 7166 Tract 20,21,22 Superpad 1260.0 12.6 120.3 92 90 W PASS 7167 Tract 20,21,22 Superpad 1260.0 13.4 120.5 92 90 W PASS 12/22/06 7168 Tract 9/Lot 14 1269.0 12.5 118.4 91 90 T PASS " 7169 Tract 9/Lot 51 1269.0 12.1 121.6 93 90 T PASS " 7170 Tract 9/Lot 18 1269.0 12.3 120.2 92 90 T PASS 7171 Tract 9/Lot 56 1269.0 11.7 122.7 94 90 T PASS 7172 Tract 9/Lot 23 1269.0 12.8 119.3 91 90 T PASS 7173 Tract 9/Lot 47 1269.0 11.9 121.8 93 90 T PASS 7174 Tract 9/Lot 55 1269.0 11.4 123.4 94 90 T PASS 7175 Tract 9/Lot 26 1269.0 11.7 122.3 94 90 T PASS 7176 Tract 20,21,22 Superpad 1260.0 13.5 121.3 93 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 121 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 12/22/06 7177 Tract 20,21,22 Superpad 1260.0 12.6 122.7 94 90 W PASS " 7178 Tract 20,21,22 Superpad 1260.0 12.4 120.2 92 90 W PASS " 7179 Tract 20,21,22 Superpad 1260.0 13.3 121.5 93 90 W PASS " 7180 Tract 20,21,22 Superpad 1260.0 13.7 119.8 92 90 W PASS 7181 Tract 20,21,22 Superpad 1260.0 12.5 120.6 92 90 W PASS 7182 Tract 20,21,22 Superpad 1260.0 14.2 123.4 95 90 W PASS " 7183 Tract 20,21,22 Superpad 1260.0 13.8 122.2 94 90 W PASS 12/26/06 7184 Tract 20,21,22 Superpad 1261.0 11.8 122.1 93 90 R PASS " 7185 Tract 20,21,22 Superpad 1261.0 12.3 119.9 92 90 R PASS 7186 Tract 20,21,22 Superpad 1261.0 12.0 121.5 93 90 R PASS 7187 Tract 20,21,22 Superpad 1261.0 12.2 120.8 92 90 R PASS 7188 Tract 20,21,22 Superpad 1261.0 11.5 123.5 95 90 R PASS " 7189 Tract 20,21,22 Superpad 1261.0 11.9 121.2 93 90 R PASS " 7190 Tract 20,21,22 Superpad 1261.0 12.7 118.8 91 90 R PASS " 7191 Tract 20,21,22 Superpad 1261.0 12.2 120.4 92 90 R PASS 7192 Tract 20,21,22 Superpad 1261.0 13.7 120.6 92 90 W PASS " 7193 Tract 20,21,22 Superpad 1261.0 13.5 121.4 93 90 W PASS " 7194 Tract 20,21,22 Superpad 1261.0 12.8 122.6 94 90 W PASS " 7195 Tract 20,21,22 Superpad 1261.0 13.2 119.3 91 90 W PASS 7196 Tract 20,21,22 Superpad 1261.0 14.3 121.8 93 90 W PASS 7197 Tract 20,21,22 Superpad 1261.0 13.6 120.5 92 90 W PASS 7198 Tract 20,21,22 Superpad 1261.0 12.7 123.2 94 90 W PASS " 7199 Tract 20,21,22 Superpad 1261.0 12.8 122.7 94 90 W PASS 12/28/06 7200 Tract 9/Lot 28 1270.0 11.1 123.8 93 90 U PASS 7201 Tract 9/Lot 30 1270.0 11.5 121.5 92 90 U PASS " 7202 Tract 9/Lot 46 1270.0 10.9 122.6 93 90 U PASS " 7203 Tract 9/Lot 33 1270.0 11.8 120.2 91 90 U PASS 7204 Tract 9/Lot 32 1270.0 10.4 124.7 94 90 U PASS " 7205 Tract 9/Lot 34 1270.0 10.6 124.1 94 90 U PASS 7206 Tract 9/Lot 42 1270.0 11.1 121.2 91 90 U PASS 7207 Tract 9/Lot 36 1270.0 10.8 122.5 92 90 U PASS 7208 Tract 20,21,22 Superpad 1261.0 12.8 119.7 92 90 T PASS 7209 Tract 20,21,22 Superpad 1261.0 12.5 121.3 93 90 T PASS " 7210 Tract 20,21,22 Superpad 1261.0 13.2 120.3 92 90 T PASS 7211 Tract 20,21,22 Superpad 1261.0 11.7 121.4 93 90 T PASS " 7212 Tract 20,21,22 Superpad 1261.0 12.3 123.5 94 90 T PASS " 7213 Tract 20,21,22 Superpad 1261.0 12.6 122.6 94 90 T PASS 7214 Tract 20,21,22 Superpad 1261.0 13.4 119.8 92 90 T PASS " 7215 Tract 20,21,22 Superpad 1261.0 12.5 121.3 93 90 T PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 122 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 12/29/06 7216 Tract 9/Lot 38 1269.0 11.9 121.3 93 90 R PASS " 7217 Tract 9/Lot 37 1269.0 11.6 120.8 92 90 R PASS to 7218 Tract 9/Lot 39 1269.0 11.4 122.1 93 90 R PASS 7219 Tract 9/Lot 41 1269.0 11.7 121.6 93 90 R PASS " 7220 Tract 9/Street 1269.0 12.1 120.4 92 90 R PASS 7221 Tract 9/Lot 31 1269.0 11.5 122.4 94 90 R PASS 7222 Tract 9/Lot 29 1269.0 12.3 118.9 91 90 R PASS 7223 Tract 9/Street 1269.0 11.8 121.7 93 90 R PASS 7224 Tract 20,21,22 Superpad 1261.0 12.5 120.6 92 90 T PASS 7225 Tract 20,21,22 Superpad 1261.0 13.2 121.3 93 90 T PASS 7226 Tract 20,21,22 Superpad 1261.0 11.8 119.5 91 90 T PASS " 7227 Tract 20,21,22 Superpad 1261.0 12.6 122.4 94 90 T PASS " 7228 Tract 20,21,22 Superpad 1261.0 12.2 120.7 92 90 T PASS " 7229 Tract 20,21,22 Superpad 1261.0 13.4 121.2 93 90 T PASS 7230 Tract 20,21,22 Superpad 1261.0 12.8 123.4 94 90 T PASS " 7231 Tract 20,21,22 Superpad 1261.0 11.7 120.8 92 90 T PASS O1/02/07 7232 Tract 20,21,22 Superpad 1261.0 12.5 119.4 91 90 T PASS it 7233 Tract 20,21,22 Superpad 1261.0 11.7 122.6 94 90 T PASS to 7234 Tract 20,21,22 Superpad 1261.0 12.1 121.9 93 90 T PASS 7235 Tract 20,21,22 Superpad 1261.0 12.4 120.3 92 90 T PASS 7236 Tract 20,21,22 Superpad 1261.0 11.9 121.9 93 90 T PASS 7237 Tract 20,21,22 Superpad 1261.0 11.3 123.4 94 90 T PASS 7238 Tract 20,21,22 Superpad 1261.0 11.6 122.8 94 90 T PASS 7239 Tract 20,21,22 Superpad 1261.0 12.0 121.7 93 90 T PASS 7240 Tract 11/Lot 52 1270.0 13.5 121.4 93 90 W PASS " 7241 Tract 11/Lot 50 1270.0 13.7 120.6 92 90 W PASS 7242 Tract 11/Street 1270.0 12.8 122.3 94 90 W PASS to 7243 Tract 11/Lot 47 1270.0 11.8 119.5 92 90 W PASS 7244 Tract 11/Lot 10 1270.0 12.6 121.2 93 90 W PASS 7245 Tract 11/Lot 12 1270.0 13.4 120.8 93 90 W PASS " 7246 Tract 11/Lot 45 1270.0 12.5 122.3 94 90 W PASS 7247 Tract 11/Lot 43 1270.0 11.7 119.6 92 90 W PASS O1/03/07 7248 Tract 20,21,22 Superpad 1261.0 10.9 121.1 91 90 U PASS " 7249 Tract 20,21,22 Superpad 1261.0 11.4 120.8 91 90 U PASS 7250 Tract 20,21,22 Superpad 1261.0 10.2 124.3 94 90 U PASS 7251 Tract 20,21,22 Superpad 1261.0 10.8 122.8 93 90 U PASS 7252 Tract 20,21,22 Superpad 1261.0 10.5 122.1 92 90 U PASS 7253 Tract 20,21,22 Superpad 1261.0 11.6 120.8 91 90 U PASS 7254 Tract 20,21,22 Superpad 1261.0 11.1 121.2 91 90 U PASS 7255 Tract 20,21,22 Superpad 1261.0 10.3 123.4 93 90 U PASS " 7256 Tract 20,21,22 Superpad 1261.0 11.8 121.7 93 90 T PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 123 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 01/03/07 7257 Tract 20,21,22 Superpad 1261.0 12.5 119.8 92 90 T PASS to 7258 Tract 20,21,22 Superpad 1261.0 12.2 120.3 92 90 T PASS It 7259 Tract 20,21,22 Superpad 1261.0 13.4 121.5 93 90 T PASS 7260 Tract 20,21,22 Superpad 1261.0 12.3 122.4 94 90 T PASS 7261 Tract 20,21,22 Superpad 1261.0 11.7 120.6 92 90 T PASS " 7262 Tract 20,21,22 Superpad 1261.0 12.5 119.7 92 90 T PASS " 7263 Tract 20,21,22 Superpad 1261.0 13.2 120.8 92 90 T PASS 01/04/07 7264 Tract 10/Street 1270.0 10.2 123.3 93 90 U PASS 7265 Tract 10/Lot 45 1270.0 10.6 122.7 93 90 U PASS " 7266 Tract 10/Lot 48 1270.0 10.4 123.2 93 90 U PASS " 7267 Tract 10/Lot 34 1270.0 11.2 121.4 92 90 U PASS " 7268 Tract 10/Street 1270.0 11.7 121.8 92 90 U PASS " 7269 Tract 10/Lot 51 1270.0 11.5 120.5 91 90 U PASS 7270 Tract 10/Lot 47 1270.0 10.9 122.5 92 90 U PASS " 7271 Tract 10/Lot 44 1270.0 11.3 121.2 91 90 U PASS 7272 Tract 10/Lot 60 1270.0 11.5 122.7 93 90 U PASS " 7273 Tract 10/Lot 55 1270.0 11.8 123.4 93 90 U PASS " 7274 Tract 10/Lot 29 1270.0 12.2 121.6 92 90 U PASS 7275 Tract 10/Lot 25 1270.0 10.7 122.5 92 90 U PASS 7276 Tract 10/Lot 17 1270.0 11.2 122.3 92 90 U PASS 7277 Tract 10/Lot 21 1270.0 12.5 124.2 94 90 U PASS 7278 Tract 10/L.ot 7 1270.0 11.6 123.5 93 90 U PASS 7279 Tract 10/Lot 12 1270.0 12.3 121.8 92 90 U PASS 01/05/07 7280 Tract 20,21,22 Superpad 1261.0 12.2 120.6 92 90 S PASS " 7281 Tract 20,21,22 Superpad 1261.0 12.9 118.4 90 90 S PASS " 7282 Tract 20,21,22 Superpad 1261.0 11.6 122.3 93 90 S PASS " 7283 Tract 20,21,22 Superpad 1261.0 11.9 121.7 93 90 S PASS 7284 Tract 20,21,22 Superpad 1261.0 12.4 120.2 92 90 S PASS 7285 Tract 20,21,22 Superpad 1261.0 11.5 122.4 94 90 S PASS " 7286 Tract 20,21,22 Superpad 1261.0 11.1 122.9 94 90 S PASS 7287 Tract 20,21,22 Superpad 1261.0 11.8 121.3 93 90 S PASS " 7288 Tract 11/Lot 36 1270.0 12.4 121.3 93 90 T PASS 7289 Tract 11/Lot 38 1270.0 12.6 120.4 92 90 T PASS 7290 Tract 11/Lot 35 1270.0 11.8 119.7 92 90 T PASS " 7291 Tract 11/Lot 17 1270.0 13.2 121.5 93 90 T PASS 7292 Tract 11/Lot 19 1270.0 12.3 120.6 92 90 T PASS " 7293 Tract 11/Lot 34 1270.0 11.7 122.6 94 90 T PASS 7294 Tract 11/Lot 21 1270.0 11.5 121.8 93 90 T PASS " 7295 Tract 11/Lot 33 1270.0 12.3 119.4 91 90 T PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 124 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 01/08/07 7296 Tract 20,21,22 Superpad 1261.0 12.8 121.3 93 90 W PASS 7297 Tract 20,21,22 Superpad 1261.0 13.1 120.9 93 90 W PASS 7298 Tract 20,21,22 Superpad 1261.0 12.4 122.5 94 90 W PASS " 7299 Tract 20,21,22 Superpad 1261.0 13.2 119.7 92 90 W PASS 7300 Tract 20,21,22 Superpad 1261.0 12.7 121.5 93 90 W PASS " 7301 Tract 20,21,22 Superpad 1261.0 12.0 123.8 95 90 W PASS " 7302 Tract 20,21,22 Superpad 1261.0 13.1 120.5 92 90 W PASS 7303 Tract 20,21,22 Superpad 1261.0 12.3 122.7 94 90 W PASS " 7304 Tract 10/Lot 63 1270.0 12.5 121.4 93 90 S PASS 7305 Tract 10/Lot 23 1270.0 11.8 119.7 91 90 S PASS " 7306 Tract 10/Lot 23 1270.0 11.6 120.8 92 90 S PASS " 7307 Tract 10/Street 1270.0 12.7 122.3 93 90 S PASS " 7308 Tract 10/Lot 14 1270.0 13.2 121.7 93 90 S PASS 7309 Tract 10/Lot 11 1270.0 11.6 122.5 94 90 S PASS 7310 Tract 10/Street 1270.0 12.4 120.6 92 90 S PASS " 7311 Tract 10/Street 1270.0 12.5 121.3 93 90 S PASS 01/09/07 7312 Tract 20,21,22 Superpad 1261.0 12.8 120.8 93 90 W PASS " 7313 Tract 20,21,22 Superpad 1261.0 13.6 118.3 91 90 W PASS " 7314 Tract 20,21,22 Superpad 1261.0 12.3 122.6 94 90 W PASS 7315 Tract 20,21,22 Superpad 1261.0 12.9 120.4 92 90 W PASS 7316 Tract 20,21,22 Superpad 1261.0 12.5 121.9 93 90 W PASS 7317 Tract 20,21,22 Superpad 1261.0 13.1 121.5 93 90 W PASS " 7318 Tract 20,21,22 Superpad 1261.0 12.1 123.3 94 90 W PASS 7319 Tract 20,21,22 Superpad 1261.0 13.4 120.4 92 90 W PASS " 7320 Tract 9/Lot 20 1270.0 13.4 121.7 93 90 W PASS 7321 Tract 9/Lot 22 1270.0 12.8 120.5 92 90 W PASS 7322 Tract 9/Lot 50 1270.0 12.5 122.3 94 90 W PASS " 7323 Tract 9/Lot 53 1270.0 13.2 119.8 92 90 W PASS 7324 Tract 9/Lot 16 1270.0 13.6 121.4 93 90 W PASS 7325 Tract 9/Street 1270.0 12.7 120.6 92 90 W PASS " 7326 Tract 9/Lot 13 1270.0 11.8 122.2 94 90 W PASS 7327 Tract 9/Street 1270.0 12.4 119.7 92 90 W PASS 01/10/07 7328 Tract 20,21,22 Superpad 1262.0 12.6 119.8 92 90 T PASS of 7329 Tract 20,21,22 Superpad 1262.0 12.0 120.4 92 90 T PASS of 7330 Tract 20,21,22 Superpad 1262.0 11.7 121.7 93 90 T PASS It 7331 Tract 20,21,22 Superpad 1262.0 12.8 118.8 91 90 T PASS to 7332 Tract 20,21,22 Superpad 1262.0 12.3 119.6 92 90 T PASS 7333 Tract 20,21,22 Superpad 1262.0 11.2 123.2 94 90 T PASS 7334 Tract 20,21,22 Superpad 1262.0 11.9 121.8 93 90 T PASS " 7335 Tract 20,21,22 Superpad 1262.0 11.4 122.5 94 90 T PASS " 7336 Tract 11/Lot 32 1270.0 12.5 121.3 93 90 T PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 125 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pet) (%) (%) TYPE FAIL 01/10/07 7337 Tract 11/Lot 31 1270.0 12.2 122.4 94 90 T PASS 7338 Tract 11/Lot 30 1270.0 11.8 119.7 92 90 T PASS 7339 Tract 11/Lot 24 1270.0 13.4 120.8 92 90 T PASS 7340 Tract 11/Lot 22 1270.0 12.6 122.6 94 90 T PASS 7341 Tract 11/Lot 25 1270.0 11.7 121.8 93 90 T PASS " 7342 Tract 11/Lot 27 1270.0 11.5 123.3 94 90 T PASS 7343 Tract 11/Lot 28 1270.0 12.3 120.7 92 90 T PASS 01/11/07 7344 Tract 20,21,22 Superpad 1262.0 13.3 121.7 93 90 W PASS " 7345 Tract 20,21,22 Superpad 1262.0 13.5 120.8 93 90 W PASS 7346 Tract 20,21,22 Superpad 1262.0 12.7 122.6 94 90 W PASS " 7347 Tract 20,21,22 Superpad 1262.0 13.4 120.5 92 90 W PASS 7348 Tract 20,21,22 Superpad 1262.0 14.2 119.6 92 90 W PASS " 7349 Tract 20,21,22 Superpad 1262.0 13.8 121.4 93 90 W PASS " 7350 Tract 20,21,22 Superpad 1262.0 12.6 120.7 92 90 W PASS 7351 Tract 20,21,22 Superpad 1262.0 12.2 122.3 94 90 W PASS " 7352 Tract 20,21,22 Superpad 1262.0 12.5 120.7 92 90 T PASS 7353 Tract 20,21,22 Superpad 1262.0 11.8 119.6 92 90 T PASS 7354 Tract 20,21,22 Superpad 1262.0 11.6 121.4 93 90 T PASS " 7355 Tract 20,21,22 Superpad 1262.0 12.7 122.3 94 90 T PASS 7356 Tract 20,21,22 Superpad 1262.0 13.2 120.8 92 90 T PASS " 7357 Tract 20,21,22 Superpad 1262.0 12.6 121.5 93 90 T PASS 7358 Tract 20,21,22 Superpad 1262.0 11.7 119.2 91 90 T PASS 7359 Tract 20,21,22 Superpad 1262.0 12.4 120.3 92 90 T PASS 01/12/07 7360 Tract 20,21,22 Superpad 1262.0 12.7 120.2 92 90 W PASS " 7361 Tract 20,21,22 Superpad 1262.0 12.5 119.8 92 90 W PASS 7362 Tract 20,21,22 Superpad 1262.0 13.2 122.3 94 90 W PASS " 7363 Tract 20,21,22 Superpad 1262.0 13.6 121.5 93 90 W PASS " 7364 Tract 20,21,22 Superpad 1262.0 13.4 123.4 95 90 W PASS 7365 Tract 20,21,22 Superpad 1262.0 12.8 122.7 94 90 W PASS 7366 Tract 20,21,22 Superpad 1262.0 13.3 121.5 93 90 W PASS " 7367 Tract 20,21,22 Superpad 1262.0 13.7 119.6 92 90 W PASS " 7368 Tract 11/Lot 14 1270.0 11.2 123.3 93 90 U PASS 7369 Tract 11/Lot 16 1270.0 10.8 121.6 92 90 U PASS 7370 Tract 11/Street 1270.0 10.7 122.5 92 90 U PASS 7371 Tract 11/Lot 49 1270.0 11.4 120.8 91 90 U PASS 7372 Tract 11/Street 1270.0 11.3 121.2 91 90 U PASS 7373 Tract 11/Street 1270.0 12.5 124.4 94 90 U PASS " 7374 Tract 11/Lot 33 1270.0 12.4 123.7 93 90 U PASS 7375 Tract 11/Lot 40 1270.0 11.7 121.3 92 90 U PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 126 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 01/13/07 7376 Tract 20,21,22 Superpad 1262.0 11.5 119.2 91 90 T PASS " 7377 Tract 20,21,22 Superpad 1262.0 11.2 121.5 93 90 T PASS to 7378 Tract 20,21,22 Superpad 1262.0 12.3 120.8 92 90 T PASS to 7379 Tract 20,21,22 Superpad 1262.0 12.4 123.3 94 90 T PASS " 7380 Tract 20,21,22 Superpad 1262.0 11.8 122.7 94 90 T PASS " 7381 Tract 20,21,22 Superpad 1262.0 12.7 118.3 91 90 T PASS 7382 Tract 20,21,22 Superpad 1262.0 13.3 119.7 92 90 T PASS to 7383 Tract 20,21,22 Superpad 1262.0 13.2 121.6 93 90 T PASS 01/13/07 7384 Tract 20,21,22 Superpad 1262.0 12.7 121.8 93 90 W PASS 7385 Tract 20,21,22 Superpad 1262.0 12.5 119.7 92 90 W PASS 7386 Tract 20,21,22 Superpad 1262.0 13.3 120.5 92 90 W PASS " 7387 Tract 20,21,22 Superpad 1262.0 13.2 122.4 94 90 W PASS " 7388 Tract 20,21,22 Superpad 1262.0 14.2 121.6 93 90 W PASS " 7389 Tract 20,21,22 Superpad 1262.0 13.7 120.2 92 90 W PASS " 7390 Tract 20,21,22 Superpad 1262.0 12.8 119.3 91 90 W PASS 7391 Tract 20,21,22 Superpad 1262.0 13.5 121.7 93 90 W PASS 01/16/07 7392 Tract 20,21,22 Superpad 1262.0 13.2 119.7 92 90 W PASS " 7393 Tract 20,21,22 Superpad 1262.0 13.5 121.4 93 90 W PASS " 7394 Tract 20,21,22 Superpad 1262.0 12.8 120.6 92 90 W PASS 7395 Tract 20,21,22 Superpad 1262.0 13.3 118.8 91 90 W PASS 7396 Tract 20,21,22 Superpad 1262.0 14.2 120.3 92 90 W PASS 7397 Tract 20,21,22 Superpad 1262.0 13.6 119.5 92 90 W PASS 7398 Tract 20,21,22 Superpad 1262.0 12.7 121.5 93 90 W PASS 7399 Tract 20,21,22 Superpad 1262.0 13.4 120.7 92 90 W PASS 01/17/07 7400 Tract 20,21,22 Superpad 1263.0 13.4 121.3 93 90 W PASS 7401 Tract 20,21,22 Superpad 1263.0 13.2 120.8 93 90 W PASS " 7402 Tract 20,21,22 Superpad 1263.0 12.8 118.6 91 90 W PASS 7403 Tract 20,21,22 Superpad 1263.0 12.7 119.4 91 90 W PASS 01/18/07 7404 Tract 20,21,22 Superpad 1263.0 13.5 122.5 94 90 W PASS " 7405 Tract 20,21,22 Superpad 1263.0 14.2 121.7 93 90 W PASS 7406 Tract 20,21,22 Superpad 1263.0 13.6 120.8 93 90 W PASS 7407 Tract 20,21,22 Superpad 1263.0 13.7 121.3 93 90 W PASS 01/19/07 7408 Tract 20,21,22 Superpad 1263.0 13.5 121.2 93 90 W PASS to 7409 Tract 20,21,22 Superpad 1263.0 13.4 118.7 91 90 W PASS of 7410 Tract 20,21,22 Superpad 1263.0 14.3 119.6 92 90 W PASS " 7411 Tract 20,21,22 Superpad 1263.0 13.7 120.8 93 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 127 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 01/20/07 7412 Tract 20,21,22 Superpad 1263.0 12.8 121.2 93 90 W PASS It 7413 Tract 20,21,22 Superpad 1263.0 13.2 123.3 94 90 W PASS to 7414 Tract 20,21,22 Superpad 1263.0 12.6 122.5 94 90 W PASS it 7415 Tract 20,21,22 Superpad 1263.0 12.7 120.8 93 90 W PASS 01/23/07 7416 Tract 20,21,22 Superpad 1263.0 13.2 120.8 93 90 W PASS " 7417 Tract 20,21,22 Superpad 1263.0 13.4 121.3 93 90 W PASS 7418 Tract 20,21,22 Superpad 1263.0 12.8 119.5 92 90 W PASS 7419 Tract 20,21,22 Superpad 1263.0 12.7 122.6 94 90 W PASS 01/24/07 7420 Tract 20,21,22 Superpad 1263.0 14.2 121.5 93 90 W PASS " 7421 Tract 20,21,22 Superpad 1263.0 13.6 120.4 92 90 W PASS 7422 Tract 20,21,22 Superpad 1263.0 13.7 118.2 91 90 W PASS " 7423 Tract 20,21,22 Superpad 1263.0 12.7 119.8 92 90 W PASS STAGE 2 FINISH GRADE TESTS TRACT 9 FINISH GRADE TESTS 03/12/07 FG-1 Tract 9/Lot 19 F.G. 8.2 121.6 91 90 V PASS FG-2 Tract 9/Lot 20 F.G. 8.5 122.4 92 90 V PASS FG-3 Tract 9/Lot 21 F.G. 7.8 124.3 93 90 V PASS FG-4 Tract 9/Lot 22 F.G. 8.4 123.7 93 90 V PASS " FG-5 Tract 9/Lot 23 F.G. 9.3 122.8 92 90 V PASS FG-6 Tract 9/Lot 24 F.G. 9.6 121.6 91 90 V PASS FG-7 Tract 9/Lot 25 F.G. 8.7 123.3 92 90 V PASS FG-8 Tract 9/Lot 26 F.G. 7.5 124.5 93 90 V PASS " FG-9 Tract 9/Lot 27 F.G. 9.5 123.4 92 90 V PASS FG-10 Tract 9/Lot 28 F.G. 9.3 122.7 92 90 V PASS " FG-11 Tract 9/Lot 29 F.G. 8.6 124.3 93 90 V PASS FG-12 Tract 9/Lot 30 F.G. 8.3 123.8 93 90 V PASS FG-13 Tract 9/Lot 31 F.G. 9.2 121.8 91 90 V PASS " FG-14 Tract 9/Lot 32 F.G. 7.8 122.5 92 90 V PASS " FG-15 Tract 9/Lot 33 F.G. 8.5 123.4 92 90 V PASS FG-16 Tract 9/Lot 34 F.G. 8.8 124.2 93 90 V PASS 03/13/07 FG-17 Tract 9/Lot 35 F.G. 9.7 119.3 91 90 W PASS " FG-18 Tract 9/Lot 36 F.G. 9.5 121.6 93 90 W PASS to FG-19 Tract 9/Lot 37 F.G. 10.2 120.8 93 90 W PASS OF FG-20 Tract 9/Lot 38 F.G. 10.5 122.7 94 90 W PASS IT FG-21 Tract 9/Lot 39 F.G. 9.4 123.2 94 90 W PASS " FG-22 Tract 9/Lot 40 F.G. 10.6 121.8 93 90 W PASS " FG-23 Tract 9/Lot 41 F.G. 10.3 119.7 92 90 W PASS FG-24 Tract 9/Lot 42 F.G. 9.7 120.5 92 90 W PASS " FG-25 Tract 9/Lot 43 F.G. 10.7 121.3 93 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 128 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 03/13/07 FG-26 Tract 9/Lot 44 F.G. 10.4 119.6 92 90 W PASS " FG-27 Tract 9/Lot 45 F.G. 9.6 120.3 92 90 W PASS " FG-28 Tract 9/Lot 46 F.G. 9.8 123.2 94 90 W PASS " FG-29 Tract 9/Lot 47 F.G. 10.3 121.8 93 90 W PASS " FG-30 Tract 9/Lot 48 F.G. 11.4 122.7 94 90 W PASS FG-31 Tract 9/Lot 49 F.G. 10.6 118.6 91 90 W PASS FG-32 Tract 9/Lot 50 F.G. 9.7 119.3 91 90 W PASS 03/15/07 FG-33 Tract 9/Lot 51 F.G. 11.3 120.5 92 90 W PASS FG-34 Tract 9/Lot 52 F.G. 10.8 119.6 92 90 W PASS FG-35 Tract 9/Lot 53 F.G. 10.5 121.7 93 90 W PASS FG-36 Tract 9/Lot 54 F.G. 9.7 123.4 95 90 W PASS FG-37 Tract 9/Lot 55 F.G. 9.8 122.6 94 90 W PASS FG-38 Tract 9/Lot 56 F.G. 10.4 120.8 93 90 W PASS " FG-39 Tract 9/Lot 57 F.G. 11.2 121.5 93 90 W PASS " FG-40 Tract 9/Lot 58 F.G. 10.6 121.3 93 90 W PASS FG-41 Tract 9/Lot 59 F.G. 9.5 123.6 93 90 V PASS FG-42 Tract 9/Lot 1 F.G. 9.3 122.4 92 90 V PASS FG-43 Tract 9/Lot 2 F.G. 8.7 124.3 93 90 V PASS FG-44 Tract 9/Lot 3 F.G. 8.2 123.7 93 90 V PASS " FG-45 Tract 9/Lot 4 F.G. 7.8 124.5 93 90 V PASS FG-46 Tract 9/Lot 5 F.G. 8.3 122.8 92 90 V PASS FG-47 Tract 9/Lot 6 F.G. 9.4 123.3 92 90 V PASS " FG-48 Tract 9/Lot 7 F.G. 9.7 125.2 94 90 V PASS FG-49 Tract 9/Lot 8 F.G. 8.7 121.6 91 90 V PASS " FG-50 Tract 9/Lot 9 F.G. 8.5 123.5 93 90 V PASS FG-51 Tract 9/Lot 10 F.G. 9.3 122.8 92 90 V PASS FG-52 Tract 9/Lot 11 F.G. 7.8 125.3 94 90 V PASS FG-53 Tract 9/Lot 12 F.G. 9.4 124.7 93 90 V PASS " FG-54 Tract 9/Lot 13 F.G. 8.6 121.8 91 90 V PASS FG-55 Tract 9/Lot 14 F.G. 8.4 123.6 93 90 V PASS " FG-56 Tract 9/Lot 15 F.G. 9.5 124.2 93 90 V PASS " FG-57 Tract 9/Lot 16 F.G. 8.2 121.7 91 90 V PASS FG-58 Tract 9/Lot 17 F.G. 7.7 123.4 92 90 V PASS " FG-59 Tract 9/Lot 18 F.G. 8.6 122.5 92 90 V PASS TRACT 10 FINISH GRADE TESTS 03/05/07 FG-I Tract 10/Lot 25 F.G. 8.8 122.7 92 90 V PASS " FG-2 Tract 10/Lot 26 F.G. 8.5 123.4 92 90 V PASS " FG-3 Tract 10/Lot 27 F.G. 9.2 123.5 93 90 V PASS FG-4 Tract 10/Lot 28 F.G. 7.7 124.6 93 90 V PASS " FG-5 Tract 10/Lot 29 F.G. 8.4 122.7 92 90 V PASS FG-6 Tract 10/Lot 30 F.G. 9.3 124.8 93 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 129 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 03/05/07 FG-7 Tract 10/Lot 31 F.G. 9.5 125.3 94 90 V PASS " FG-8 Tract 10/Lot 32 F.G. 8.2 123.2 92 90 V PASS it FG-9 Tract 10/Lot 33 F.G. 9.2 124.7 93 90 V PASS " FG-10 Tract 10/Lot 34 F.G. 8.4 125.2 94 90 V PASS " FG-11 Tract 10/Lot 35 F.G. 8.6 123.6 93 90 V PASS FG-12 Tract 10/Lot 36 F.G. 7.8 124.5 93 90 V PASS FG-13 Tract 10/Lot 37 F.G. 8.7 122.8 92 90 V PASS FG-14 Tract 10/Lot 38 F.G. 9.3 123.4 92 90 V PASS " FG-15 Tract 10/Lot 39 F.G. 9.5 125.7 94 90 V PASS " FG-16 Tract 10/Lot 40 F.G. 8.8 124.4 93 90 V PASS " FG-17 Tract 10/Lot 41 F.G. 9.8 120.4 92 90 W PASS FG-18 Tract 10/Lot 42 F.G. 10.2 121.7 93 90 W PASS FG-19 Tract 10/Lot 43 F.G. 10.4 121.8 93 90 W PASS FG-20 Tract 10/Lot 44 F.G. 9.7 122.5 94 90 W PASS FG-21 Tract 10/Lot 45 F.G. 9.5 123.2 94 90 W PASS " FG-22 Tract 10/Lot 46 F.G. 10.2 121.6 93 90 W PASS " FG-23 Tract 10/Lot 47 F.G. 8.8 123.3 94 90 W PASS " FG-24 Tract 10/Lot 48 F.G. 9.3 122.4 94 90 W PASS 03/06/07 FG-25 Tract 10/L,ot 49 F.G. 9.5 121.7 93 90 W PASS " FG-26 Tract 10/Lot 50 F.G. 9.3 122.5 94 90 W PASS FG-27 Tract 10/Lot 51 F.G. 10.4 120.3 92 90 W PASS FG-28 Tract 10/Lot 52 F.G. 9.7 123.6 95 90 W PASS " FG-29 Tract 10/Lot 53 F.G. 10.2 124.2 95 90 W PASS FG-30 Tract 10/Lot 54 F.G. 10.6 122.7 94 90 W PASS FG-31 Tract 10/Lot 55 F.G. 9.4 121.3 93 90 W PASS FG-32 Tract 10/Lot 56 F.G. 8.8 122.8 94 90 W PASS FG-33 Tract 10/Lot 57 F.G. 8.7 121.3 91 90 V PASS FG-34 Tract 10/Lot 58 F.G. 8.8 122.7 92 90 V PASS FG-35 Tract 10/Lot 59 F.G. 9.2 123.2 92 90 V PASS FG-36 Tract 10/Lot 60 F.G. 9.5 121.8 91 90 V PASS " FG-37 Tract 10/Lot 61 F.G. 9.3 124.3 93 90 V PASS " FG-38 Tract 10/Lot 62 F.G. 8.6 122.5 92 90 V PASS FG-39 Tract 10/Lot 63 F.G. 7.8 123.7 93 90 V PASS " FG-40 Tract 10/Lot 16 F.G. 8.4 120.8 90 90 V PASS FG-41 Tract 10/Lot 17 F.G. 9.4 123.3 92 90 V PASS " FG-42 Tract 10/Lot 18 F.G. 9.7 125.2 94 90 V PASS FG-43 Tract 10/Lot 19 F.G. 8.8 124.7 93 90 V PASS " FG-44 Tract 10/Lot 20 F.G. 8.5 122.8 92 90 V PASS FG-45 Tract 10/Lot 21 F.G. 7.8 123.5 93 90 V PASS " FG-46 Tract 10/Lot 22 F.G. 8.3 121.8 91 90 V PASS " FG-47 Tract 10/Lot 23 F.G. 9.2 122.6 92 90 V PASS FG-48 Tract 10/Lot 24 F.G. 9.5 123.6 93 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 130 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL i 03/08/07 FG-49 Tract 10/Lot 1 F.G. 10.7 119.8 92 90 W PASS " FG-50 Tract 10/Lot 2 F.G. 10.5 121.4 93 90 W PASS FG-51 Tract 10/Lot 3 F.G. 11.2 120.8 93 90 W PASS FG-52 Tract 10/Lot 4 F.G. 9.8 123.6 95 90 W PASS FG-53 Tract 10/Lot 5 F.G. 10.4 122.3 94 90 W PASS " FG-54 Tract 10/Lot 6 F.G. 10.6 121.7 93 90 W PASS to FG-55 Tract 10/Lot 7 F.G. 11.3 123.2 94 90 W PASS of FG-56 Tract 10/Lot 8 F.G. 9.7 119.8 92 90 W PASS " FG-57 Tract 10/Lot 9 F.G. 9.7 121.8 93 90 W PASS " FG-58 Tract 10/Lot 10 F.G. 9.5 123.4 95 90 W PASS FG-59 Tract 10/Lot 11 F.G. 10.2 122.6 94 90 W PASS FG-60 Tract 10/Lot 12 F.G. 10.6 123.8 95 90 W PASS " FG-61 Tract 10/Lot 13 F.G. 10.3 124.7 96 90 W PASS " FG-62 Tract 10/Lot 14 F.G. 9.8 123.2 94 90 W PASS FG-63 Tract 10/Lot 15 F.G. 10.4 125.3 96 90 W PASS TRACT 11 FINISH GRADE TESTS 03/20/07 FG-1 Tract I I/Lot 1 F.G. 8.7 123.5 93 90 V PASS " FG-2 Tract 11/Lot 2 F.G. 8.3 122.7 92 90 V PASS It FG-3 Tract I I/Lot 3 F.G. 9.2 124.4 93 90 V PASS to FG-4 Tract 11/Lot 4 F.G. 8.8 123.6 93 90 V PASS to FG-5 Tract I I/Lot 5 F.G. 8.5 122.8 92 90 V PASS FG-6 Tract 11/Lot 6 F.G. 7.8 125.2 94 90 V PASS " FG-7 Tract 11/Lot 7 F.G. 8.2 124.3 93 90 V PASS FG-8 Tract I not 41 F.G. 9.3 123.7 93 90 V PASS FG-9 Tract 11/Lot 42 F.G. 8.6 123.7 93 90 V PASS FG-10 Tract 11/Lot 43 F.G. 7.7 124.5 93 90 V PASS " FG-11 Tract l I/Lot 44 F.G. 7.5 122.8 92 90 V PASS FG-12 Tract I I/Lot 45 F.G. 8.2 123.4 92 90 V PASS " FG-13 Tract I I/Lot 46 F.G. 8.8 123.7 93 90 V PASS FG-14 Tract I I/Lot 47 F.G. 9.2 124.6 93 90 V PASS FG-15 Tract I I/Lot 48 F.G. 7.8 122.5 92 90 V PASS " FG-16 Tract 11/Lot 49 F.G. 8.4 125.3 94 90 V PASS 03/21/07 FG-17 Tract I I/Lot 50 F.G. 9.3 121.5 93 90 W PASS " FG-18 Tract I ULot 51 F.G. 9.6 120.3 92 90 W PASS " FG-19 Tract 1I/Lot 52 F.G. 10.2 122.6 94 90 W PASS FG-20 Tract 11/Lot 53 F.G. 9.7 121.8 93 90 W PASS " FG-21 Tract I I/Lot 54 F.G. 8.8 122.4 94 90 W PASS " FG-22 Tract I I/Lot 55 F.G. 9.4 123.2 94 90 W PASS " FG-23 Tract I l/Lot 56 F.G. 10.3 121.4 93 90 W PASS " FG-24 Tract I I/Lot 57 F.G. 10.4 122.7 94 90 W PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 131 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 03/21/07 FG-25 Tract I l/Lot 58 F.G. 9.7 121.4 93 90 W PASS " FG-26 Tract 11/Lot 59 F.G. 9.5 122.7 94 90 W PASS " FG-27 Tract I I/Lot 29 F.G. 10.3 120.5 92 90 W PASS FG-28 Tract 11/Lot 30 F.G. 9.4 123.2 94 90 W PASS FG-29 Tract I I/Lot 31 F.G. 8.8 122.6 94 90 W PASS FG-30 Tract 1 I/Lot 32 F.G. 10.2 124.3 95 90 W PASS " FG-31 Tract I I/Lot 33 F.G. 9.6 123.5 95 90 W PASS FG-32 Tract I I/Lot 34 F.G. 9.2 122.8 94 90 W PASS 03/23/07 FG-33 Tract 11/Lot 35 F.G. 10.4 119.8 92 90 W PASS " FG-34 Tract 11/Lot 36 F.G. 10.2 121.5 93 90 W PASS FG-35 Tract I I/Lot 37 F.G. 9.7 120.3 92 90 W PASS FG-36 Tract 11/Lot 38 F.G. 9.5 122.7 94 90 W PASS FG-37 Tract I I/Lot 39 F.G. 10.3 121.6 93 90 W PASS FG-38 Tract I I/Lot 40 F.G. 8:8 123.2 94 90 W PASS FG-39 Tract 11/Lot 8 F.G. 9.6 120.8 93 90 W PASS FG-40 Tract I1/Lot 9 F.G. 10.5 121.6 93 90 W PASS FG-41 Tract I I/Lot 10 F.G. 9.5 123.4 92 90 V PASS FG-42 Tract I I/Lot I I F.G. 9.2 124.5 93 90 V PASS FG-43 Tract 11/Lot 12 F.G. 8.7 122.6 92 90 V PASS FG-44 Tract I1/Lot 13 F.G. 9.3 124.2 93 90 V PASS FG-45 Tract I1/Lot 14 F.G. 8.4 123.7 93 90 V PASS FG-46 Tract I I/Lot 15 F.G. 8.5 122.8 92 90 V PASS FG-47 Tract I I/Lot 16 F.G. 9.8 123.3 92 90 V PASS " FG-48 Tract I I/Lot 17 F.G. 9.6 125.4 94 90 V PASS 03/26/07 FG-49 Tract II/Lot 18 F.G. 9.5 124.7 93 90 V PASS " FG-50 Tract I I/Lot 19 F.G. 8.7 123.3 92 90 V PASS " FG-51 Tract 11/Lot 20 F.G. 8.2 125.2 94 90 V PASS " FG-52 Tract 11/Lot 21 F.G. 7.8 122.8 92 90 V PASS " FG-53 Tract I I/Lot 22 F.G. 8.6 124.6 93 90 V PASS FG-54 Tract I I/Lot 23 F.G. 9.3 123.5 93 90 V PASS FG-55 Tract I I/Lot 24 F.G. 9.5 125.8 94 90 V PASS FG-56 Tract I I/Lot 25 F.G. 8.8 124.7 93 90 V PASS FG-57 Tract I I/Lot 26 F.G. 9.5 121.4 93 90 W PASS FG-58 Tract I I/Lot 27 F.G. 10.2 122.8 94 90 W PASS FG-59 Tract 11/Lot 28 F.G. 9.8 120.6 92 90 W PASS TRACT 13 FINISH GRADE TESTS 05/25/06 FG-1 Tract 13/Lot 1 F.G. 10.7 115.4 93 90 E PASS " FG-2 Tract 13/Lot 2 F.G. 11.2 116.3 94 90 E PASS FG-3 Tract 13/Lot 3 F.G. 11.3 114.5 92 90 E PASS " FG-4 Tract 13/Lot 4 F.G. 10.8 115.2 93 90 E PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 132 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/25/06 FG-5 Tract 13/Lot 5 F.G. 12.2 113.8 92 90 E PASS FG-6 Tract 13/Lot 6 F.G. 11.5 114.7 93 90 E PASS " FG-7 Tract 13/Lot 7 F.G. 10.4 113.6 92 90 E PASS " FG-8 Tract 13/Lot 8 F.G. 10.6 115.5 93 90 E PASS FG-9 Tract 13/Lot 9 F.G. 9.7 121.5 92 90 B PASS FG-10 Tract 13/Lot 10 F.G. 9.8 122.3 93 90 B PASS FG-11 Tract 13/Lot 11 F.G. 10.3 120.7 91 90 B PASS FG-12 Tract 13/Lot 12 F.G. 8.8 122.4 93 90 B PASS FG-13 Tract 13/Lot 13 F.G. 9.6 123.2 93 90 B PASS " FG-14 Tract 13/Lot 35 F.G. 10.7 113.8 92 90 E PASS FG-15 Tract 13/Lot 36 F.G. 11.2 115.5 93 90 E PASS FG-16 Tract 13/Lot 37 F.G. 11.4 114.7 93 90 E PASS FG-17 Tract 13/Lot 38 F.G. 11.7 114.5 92 90 E PASS FG-18 Tract 13/Lot 39 F.G. 12.2 113.7 92 90 E PASS FG-19 Tract 13/Lot 40 F.G. 11.5 115.2 93 90 E PASS " FG-20 Tract 13/Lot 41 F.G. 10.8 113.6 92 90 E PASS FG-21 Tract 13/Lot 42 F.G. 11.3 114.3 92 90 E PASS FG-22 Tract 13/Lot 43 F.G. 9.7 120.8 92 90 B PASS " FG-23 Tract 13/Lot 44 F.G. 10.4 121.3 92 90 B PASS FG-24 Tract 13/Lot 45 F.G. 10.5 121.8 92 90 B PASS 05/26/06 FG-25 Tract 13/Lot 46 F.G. 9.5 121.4 92 90 B PASS " FG-26 Tract 13/Lot 47 F.G. 9.2 123.7 94 90 B PASS it FG-27 Tract 13/Lot 48 F.G. 8.6 122.5 93 90 B PASS " FG-28 Tract 13/Lot 49 F.G. 8.8 121.7 92 90 B PASS " FG-29 Tract 13/Lot 50 F.G. 9.3 123.8 94 90 B PASS FG-30 Tract 13/Lot 51 F.G. 10.7 113.5 92 90 E PASS FG-31 Tract 13/Lot 52 F.G. 11.2 115.3 93 90 E PASS " FG-32 Tract 13/Lot 53 F.G. 11.3 114.8 93 90 E PASS FG-33 Tract 13/Lot 54 F.G. 10.7 113.8 92 90 E PASS " FG-34 Tract 13/Lot 55 F.G. 10.8 114.7 93 90 E PASS FG-35 Tract 13/Lot 56 F.G. 11.2 112.8 91 90 E PASS FG-36 Tract 13/Lot 57 F.G. 11.5 115.2 93 90 E PASS " FG-37 Tract 13/Lot 58 F.G. 10.6 114.6 92 90 E PASS FG-38 Tract 13/Lot 59 F.G. 11.4 114.3 92 90 E PASS FG-39 Tract 13/Lot 60 F.G. 10.3 119.7 91 90 B PASS FG-40 Tract 13/Lot 61 F.G. 9.7 120.8 92 90 B PASS 05/31/06 FG-41 Tract 13/Lot 62 F.G. 9.3 121.7 92 90 B PASS It FG-42 Tract 13/Lot 63 F.G. 8.8 122.5 93 90 B PASS " FG-43 Tract 13/Lot 64 F.G. 9.7 120.8 92 90 B PASS " FG-44 Tract 13/Lot 65 F.G. 10.6 113.4 91 90 E PASS " FG-45 Tract 13/Lot 66 F.G. 11.2 115.3 93 90 E PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 133 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 05/31/06 FG-46 Tract 13/Lot 67 F.G. 11.5 114.7 93 90 E PASS FG-47 Tract 13/Lot 68 F.G. 10.8 115.2 93 90 E PASS FG-48 Tract 13/Lot 69 F.G. 11.4 113.5 92 90 E PASS FG-49 Tract 13/Lot 70 F.G. 10.7 113.4 91 90 E PASS FG-50 Tract 13/Lot 27 F.G. 10.8 115.5 93 90 E PASS " FG-51 Tract 13/Lot 28 F.G. 11.3 116.8 94 90 E PASS " FG-52 Tract 13/Lot 29 F.G. 11.5 114.7 93 90 E PASS FG-53 Tract 13/Lot 30 F.G. 12.2 115.2 93 90 E PASS " FG-54 Tract 13/Lot 31 F.G. 11.6 113.8 92 90 E PASS " FG-55 Tract 13/Lot 32 F.G. 10.4 114.5 92 90 E PASS " FG-56 Tract 13/Lot 33 F.G. 11.2 115.3 93 90 E PASS FG-57 Tract 13/Lot 34 F.G. 9.5 119.7 91 90 B PASS " FG-58 Tract 13/Lot 14 F.G. 9.2 121.4 92 90 B PASS FG-59 Tract 13/Lot 15 F.G. 8.7 120.8 92 90 B PASS FG-60 Tract 13/Lot 16 F.G. 8.3 122.3 93 90 B PASS " FG-61 Tract 13/Lot 17 F.G. 10.2 123.5 94 90 B PASS " FG-62 Tract 13/Lot 18 F.G. 9.6 121.7 92 90 B PASS FG-63 Tract 13/Lot 19 F.G. 10.8 113.5 92 90 E PASS FG-64 Tract 13/Lot 20 F.G. 11.3 115.6 93 90 E PASS FG-65 Tract 13/Lot 21 F.G. 10.8 115.4 93 90 E PASS " FG-66 Tract 13/Lot 22 F.G. 11.3 114.7 93 90 E PASS " FG-67 Tract 13/Lot 23 F.G. 11.7 116.2 94 90 E PASS " FG-68 Tract 13/Lot 24 F.G. 12.2 113.6 92 90 E PASS " FG-69 Tract 13/Lot 25 F.G. 11.5 114.8 93 90 E PASS FG-70 Tract 13/Lot 26 F.G. 10.8 114.7 93 90 E PASS TRACT 14 FINISH GRADE TESTS 08/08/06 FG-1 Tract 14/Lot 27 F.G. 9.2 119.4 93 90 L PASS " FG-2 Tract 14/Lot 28 F.G. 9.5 121.3 94 90 L PASS It FG-3 Tract 14/Lot 29 F.G. 10.3 120.7 94 90 L PASS FG-4 Tract 14/Lot 30 F.G. 9.7 122.6 95 90 L PASS FG-5 Tract 14/Lot 31 F.G. 8.8 121.5 94 90 L PASS " FG-6 Tract 14/Lot 32 F.G. 9.3 118.8 92 90 L PASS FG-7 Tract 14/Lot 33 F.G. 10.4 120.3 93 90 L PASS FG-8 Tract 14/Lot 34 F.G. 9.6 121.2 94 90 L PASS FG-9 Tract 14/Lot 35 F.G. 8.5 125.3 93 90 M PASS " FG-10 Tract 14/Lot 36 F.G. 8.8 127.4 94 90 M PASS " FG-11 Tract 14/Lot 37 F.G. 9.2 126.7 94 90 M PASS " FG-12 Tract 14/Lot 38 F.G. 8.3 126.2 93 90 M PASS FG-13 Tract 14/Lot 39 F.G. 8.7 127.5 94 90 M PASS " FG-14 Tract 14/Lot 40 F.G. 9.6 121.6 94 90 L PASS " FG-15 Tract 14/Lot 41 F.G. 9.7 119.8 93 90 L PASS " FG-16 Tract 14/Lot 42 F.G. 10.2 120.4 93 90 L PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 134 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 08/09/06 FG-17 Tract 14/Lot 43 F.G. 8.7 119.6 93 90 L PASS to FG-18 Tract 14/Lot 44 F.G. 9.2 121.4 94 90 L PASS of FG-19 Tract 14/Lot 45 F.G. 9.6 120.7 94 90 L PASS " FG-20 Tract 14/Lot 46 F.G. 10.3 122.3 95 90 L PASS to FG-21 Tract 14/Lot 47 F.G. 9.5 121.5 94 90 L PASS " FG-22 Tract 14/Lot 48 F.G. 8.8 118.6 92 90 L PASS " FG-23 Tract 14/Lot 49 F.G. 9.4 120.2 93 90 L PASS FG-24 Tract 14/Lot 50 F.G. 9.8 119.5 93 90 L PASS 08/11/06 FG-25 Tract 14/Lot 26 F.G. 8.5 125.3 93 90 M PASS FG-26 Tract 14/Lot 25 F.G. 8.3 127.2 94 90 M PASS FG-27 Tract 14/Lot 24 F.G. 9.2 126.5 94 90 M PASS FG-28 Tract 14/Lot 23 F.G. 8.7 124.8 92 90 M PASS ` FG-29 Tract 14/Lot 22 F.G. 9.3 125.6 93 90 M PASS If FG-30 Tract 14/Lot 21 F.G. 9.8 119.5 93 90 L PASS FG-31 Tract 14/Lot 20 F.G. 9.6 121.2 94 90 L PASS " FG-32 Tract 14/Lot 19 F.G. 10.4 122.6 95 90 L PASS FG-33 Tract 14/Lot 18 F.G. 9.7 120.2 93 90 L PASS " FG-34 Tract 14/Lot 17 F.G. 10.2 118.6 92 90 L PASS FG-35 Tract 14/Lot 16 F.G. 8.8 119.3 92 90 L PASS " FG-36 Tract 14/Lot 15 F.G. 9.4 122.7 95 90 L PASS FG-37 Tract 14/Lot 14 F.G. 9.7 121.5 94 90 L PASS FG-38 Tract 14/Lot 13 F.G. 10.3 123.2 96 90 L PASS " FG-39 Tract 14/Lot 12 F.G. 8.7 120.8 94 90 L PASS FG-40 Tract 14/Lot 11 F.G. 9.4 119.5 93 90 L PASS 08/14/06 FG-41 Tract 14/Lot 10 F.G. 9.7 117.2 93 90 I PASS FG-42 Tract 14/Lot 9 F.G. 10.4 115.6 91 90 I PASS " FG-43 Tract 14/Lot 8 F.G. 10.5 116.7 92 90 I PASS FG-44 Tract 14/Lot 7 F.G. 9.8 118.3 94 90 I PASS " FG-45 Tract 14/Lot 6 F.G. 9.2 119.4 93 90 L PASS FG-46 Tract 14/Lot 5 F.G. 8.8 121.5 94 90 L PASS FG-47 Tract 14/Lot 4 F.G. 9.3 120.8 94 90 L PASS FG-48 Tract 14/Lot 3 F.G. 9.6 119.7 93 90 L PASS FG-49 Tract 14/Lot 2 F.G. 10.3 119.5 93 90 L PASS FG-50 Tract 14/Lot 1 F.G. 9.6 121.4 94 90 L PASS " FG-51 Tract 14/Lot 51 F.G. 9.4 120.7 94 90 L PASS " FG-52 Tract 14/Lot 52 F.G. 10.2 122.6 95 90 L PASS " FG-53 Tract 14/Lot 53 F.G. 8.8 120.5 93 90 L PASS FG-54 Tract 14/Lot 54 F.G. 8.7 125.3 93 90 M PASS FG-55 Tract 14/Lot 55 F.G. 8.3 126.4 94 90 M PASS FG-56 Tract 14/Lot 56 F.G. 9.4 127.7 95 90 M PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 135 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (PCI) (%) (%) TYPE FAIL 08/14/06 FG-57 Tract 14/Lot 57 F.G. 8.8 124.7 92 90 M PASS " FG-58 Tract 14/Lot 58 F.G. 9.2 126.3 94 90 M PASS " FG-59 Tract 14/Lot 59 F.G. 9.5 125.8 93 90 M PASS " FG-60 Tract 14/Lot 60 F.G. 8.7 119.5 93 90 L PASS " FG-61 Tract 14/Lot 61 F.G. 9.6 121.2 94 90 L PASS " FG-62 Tract 14/Lot 62 F.G. 10.2 123.3 96 90 L PASS FG-63 Tract 14/Lot 63 F.G. 10.4 120.6 93 90 L PASS " FG-64 Tract 14/Lot 64 F.G. 9.8 119.3 92 90 L PASS TRACT 15 FINISH GRADE TESTS 02/20/07 FG-1 Tract 15/Lot 5 F.G. 9.5 118.7 92 90 P PASS FG-2 Tract 15/Lot 6 F.G. 9.7 117.5 91 90 P PASS FG-3 Tract 15/Lot 7 F.G. 8.8 119.4 93 90 P PASS FG-4 Tract 15/Lot 8 F.G. 10.2 118.3 92 90 P PASS FG-5 Tract 15/Lot 9 F.G. 10.6 120.3 93 90 N PASS FG-6 Tract 15/Lot 10 F.G. 11.3 121.5 93 90 N PASS " FG-7 Tract 15/Lot 11 F.G. 10.5 119.8 92 90 N PASS " FG-8 Tract 15/Lot 12 F.G. 9.8 121.7 94 90 N PASS FG-9 Tract 15/Lot 13 F.G. 10.5 122.5 93 90 O PASS " FG-10 Tract 15/Lot 14 F.G. 10.3 121.4 92 90 O PASS FG-11 Tract 15/Lot 15 F.G. 11.2 123.2 94 90 O PASS " FG-12 Tract 15/Lot 16 F.G. 9.8 122.7 93 90 O PASS " FG-13 Tract 15/Lot 17 F.G. 10.4 120.3 91 90 O PASS FG-14 Tract 15/Lot 18 F.G. 11.3 119.8 92 90 N PASS " FG-15 Tract 15/Lot 19 F.G. 10.8 121.5 93 90 N PASS FG-16 Tract 15/Lot 20 F.G. 10.7 120.6 93 90 N PASS 02/23/07 FG-17 Tract 15/Lot 51 F.G. 10.3 119.5 93 90 P PASS FG-18 Tract 15/Lot 21 F.G. 9.7 118.8 92 90 P PASS FG-19 Tract 15/Lot 22 F.G. 9.8 121.4 94 90 P PASS FG-20 Tract 15/Lot 23 F.G. 10.2 120.3 94 90 P PASS " FG-21 Tract 15/Lot 24 F.G. 10.6 122.7 93 90 O PASS " FG-22 Tract 15/Lot 25 F.G. 11.3 121.8 93 90 O PASS FG-23 Tract 15/Lot 26 F.G. 11.5 123.4 94 90 O PASS " FG-24 Tract 15/Lot 27 F.G. 10.6 121.5 92 90 O PASS FG-25 Tract 15/Lot 28 F.G. 11.4 120.6 92 90 O PASS FG-26 Tract 15/Lot 29 F.G. 10.7 119.5 91 90 O PASS FG-27 Tract 15/Lot 30 F.G. 10.5 121.3 92 90 O PASS FG-28 Tract 15/Lot 31 F.G. 9.8 122.4 93 90 O PASS FG-29 Tract 15/Lot 32 F.G. 10.3 120.7 92 90 O PASS FG-30 Tract 15/Lot 33 F.G. 11.2 123.3 94 90 O PASS FG-31 Tract 15/Lot 34 F.G. 11.3 119.8 92 90 N PASS FG-32 Tract 15/Lot 35 F.G. 10.4 121.5 93 90 N PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 136 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (f1f) Cy(') (pcf) (%) (`V") TYPE FAIL 02/23/07 FG-33 Tract 15/Lot 36 F.G. 9.4 119.6 93 90 P PASS FG-34 Tract 15/Lot 37 F.G. 10.3 121.4 94 90 P PASS " FG-35 Tract 15/Lot 38 F.G. 8.8 118.7 92 90 P PASS " FG-36 Tract 15/Lot 39 F.G. 9.7 120.2 94 90 P PASS " FG-37 Tract 15/Lot 40 F.G. 10.2 123.5 94 90 O PASS " FG-38 Tract 15/Lot 41 F.G. 11.5 122.4 93 90 O PASS " FG-39 Tract 15/Lot 42 F.G. 10.6 120.8 92 90 O PASS " FG-40 Tract 15/Lot 43 F.G. 9.8 121.3 92 90 O PASS 02/28/07 FG-41 Tract 15/Lot 44 F.G. 10.7 121.3 93 90 N PASS " FG-42 Tract 15/Lot 45 F.G. 11.2 120.7 93 90 N PASS " FG-43 Tract 15/Lot 46 F.G. 10.5 122.4 94 90 N PASS " FG-44 Tract 15/Lot 47 F.G. 9.6 120.5 93 90 N PASS " FG-45 Tract 15/Lot 48 F.G. 9.8 119.6 92 90 N PASS FG-46 Tract 15/Lot 49 F.G. 10.4 121.3 92 90 O PASS " FG-47 Tract 15/Lot 50 F.G. 10.2 120.8 92 90 O PASS " FG-48 Tract 15/Lot 1 F.G. 9.6 122.2 93 90 O PASS " FG-49 Tract 15/Lot 2 F.G. 10.2 120.6 92 90 O PASS " FG-50 Tract 15/Lot 3 F.G. 9.8 121.5 92 90 O PASS " FG-51 Tract 15/Lot 4 F.G. 9.7 121.8 93 90 O PASS TRACT 16 FINISH GRADE TESTS 02/09/07 FG-1 Tract 16/Lot 16 F.G. 10.2 119.7 93 90 P PASS " FG-2 Tract 16/Lot 17 F.G. 9.8 121.2 94 90 P PASS FG-3 Tract 16/Lot 18 F.G. 9.5 120.5 94 90 P PASS FG-4 Tract 16/Lot 19 F.G. 8.8 118.6 92 90 P PASS " FG-5 Tract 16/Lot 20 F.G. 9.3 119.4 93 90 P PASS " FG-6 Tract 16/Lot 21 F.G. 10.4 117.8 92 90 P PASS " FG-7 Tract 16/Lot 22 F.G. 10.3 120.2 94 90 P PASS FG-8 Tract 16/Lot 23 F.G. 9.7 119.5 93 90 P PASS " FG-9 Tract 16/Lot 24 F.G. 10.2 121.3 92 90 O PASS FG-10 Tract 16/Lot 25 F.G. 9.8 122.5 93 90 O PASS " FG-11 Tract 16/Lot 26 F.G. 9.7 120.6 92 90 O PASS " FG-12 Tract 16/Lot 27 F.G. 10.5 121.8 93 90 O PASS FG-13 Tract 16/Lot 28 F.G. 11.2 119.7 92 90 N PASS " FG-14 Tract 16/Lot 29 F.G. 10.6 121.4 93 90 N PASS " FG-15 Tract 16/Lot 30 F.G. 10.4 120.5 93 90 N PASS " FG-16 Tract 16/Lot 31 F.G. 11.3 119.8 92 90 N PASS 02/12/07 FG-17 Tract 16/Lot 32 F.G. 9.7 120.3 94 90 P PASS " FG-18 Tract 16/Lot 33 F.G. 9.8 118.5 92 90 P PASS " FG-19 Tract 16/Lot 34 F.G. 10.4 119.6 93 90 P PASS " FG-20 Tract 16/Lot 35 F.G. 8.8 120.4 94 90 P PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 137 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 02/12/07 FG-21 Tract 16/Lot 52 F.G. 9.6 121.2 94 90 P PASS " FG-22 Tract 16/Lot 53 F.G. 10.2 123.7 94 90 O PASS " FG-23 Tract 16/Lot 54 F.G. 9.5 121.4 92 90 O PASS " FG-24 Tract 16/Lot 55 F.G. 10.6 122.8 93 90 O PASS " FG-25 Tract 16/Lot 56 F.G. 10.3 121.8 94 90 N PASS FG-26 Tract 16/Lot 57 F.G. 9.8 120.5 93 90 N PASS " FG-27 Tract 16/Lot 58 F.G. 10.5 122.3 94 90 N PASS FG-28 Tract 16/Lot 59 F.G. 11.2 119.7 92 90 N PASS FG-29 Tract 16/Lot 60 F.G. 10.7 121.2 93 90 N PASS " FG-30 Tract 16/Lot 61 F.G. 10.8 120.4 93 90 N PASS FG-31 Tract 16/Lot 62 F.G. 11.3 119.8 92 90 N PASS FG-32 Tract 16/Lot 63 F.G. 12.4 123.2 95 90 N PASS FG-33 Tract 16/Lot 64 F.G. 10.3 120.8 92 90 O PASS FG-34 Tract 16/Lot 65 F.G. 9.7 121.5 92 90 O PASS FG-35 Tract 16/Lot 1 F.G. 9.8 123.4 94 90 O PASS FG-36 Tract 16/Lot 2 F.G. 10.6 122.3 93 90 O PASS " FG-37 Tract 16/Lot 3 F.G. 8.8 118.5 91 90 N PASS " FG-38 Tract 16/Lot 4 F.G. 9.2 120.3 93 90 N PASS " FG-39 Tract 16/Lot 5 F.G. 9.5 119.6 92 90 N PASS FG-40 Tract 16/Lot 6 F.G. 10.2 118.4 91 90 N PASS 02/15/07 FG-41 Tract 16/Lot 7 F.G. 10.8 121.2 93 90 N PASS " FG-42 Tract 16/Lot 8 F.G. 11.2 119.6 92 90 N PASS FG-43 Tract 16/Lot 9 F.G. 11.5 120.3 93 90 N PASS " FG-44 Tract 16/Lot 10 F.G. 10.3 122.4 94 90 N PASS " FG-45 Tract 16/Lot 11 F.G. 10.2 121.5 92 90 O PASS " FG-46 Tract 16/Lot 12 F.G. 9.7 123.3 94 90 O PASS FG-47 Tract 16/Lot 13 F.G. 10.4 122.7 93 90 O PASS FG-48 Tract 16/Lot 14 F.G. 10.5 120.6 92 90 O PASS " FG-49 Tract 16/Lot 15 F.G. 8.7 118.8 92 90 P PASS FG-50 Tract 16/Lot 36 F.G. 9.3 121.4 94 90 P PASS " FG-51 Tract 16/Lot 37 F.G. 9.5 120.3 94 90 P PASS FG-52 Tract 16/Lot 38 F.G. 10.2 119.6 93 90 P PASS FG-53 Tract 16/Lot 39 F.G. 8.8 120.2 94 90 P PASS FG-54 Tract 16/Lot 40 F.G. 10.5 119.7 92 90 N PASS FG-55 Tract 16/Lot 41 F.G. 10.3 121.4 93 90 N PASS FG-56 Tract 16/Lot 42 F.G. 9.8 120.6 93 90 N PASS 02/15/07 FG-57 Tract 16/Lot 43 F.G. 9.7 120.5 92 90 O PASS " FG-58 Tract 16/Lot 44 F.G. 10.3 121.7 93 90 O PASS FG-59 Tract 16/Lot 45 F.G. 10.5 123.2 94 90 O PASS FG-60 Tract 16/Lot 46 F.G. 11.2 122.6 93 90 O PASS FG-61 Tract 16/Lot 47 F.G. 10.6 121.8 93 90 O PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 138 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pef) (%) (%) TYPE FAIL 02/15/07 FG-62 Tract 16/Lot 48 F.G. 11.4 123.3 94 90 O PASS " FG-63 Tract 16/Lot 49 F.G. 9.8 121.6 92 90 O PASS FG-64 Tract 16/Lot 50 F.G. 10.2 120.5 92 90 O PASS FG-65 Tract 16/Lot 51 F.G. 10.4 121.3 92 90 O PASS TRACT 17 FINISH GRADE TESTS 07/14/06 FG-1 Tract 17/Lot 4 F.G. 9.3 119.8 93 90 L PASS FG-2 Tract 17/Lot 5 F.G. 9.5 121.3 94 90 L PASS FG-3 Tract 17/Lot 6 F.G. 8.8 120.5 93 90 L PASS FG-4 Tract 17/Lot 7 F.G. 9.2 122.7 95 90 L PASS FG-5 Tract 17/Lot 8 F.G. 10.3 121.4 94 90 L PASS FG-6 Tract 17/Lot 9 F.G. 9.7 123.2 96 90 L PASS FG-7 Tract 17/Lot 10 F.G. 8.6 119.8 93 90 L PASS " FG-8 Tract 17/L,ot 11 F.G. 9.4 120.7 94 90 L PASS FG-9 Tract 17/Lot 12 F.G. 9.8 117.2 93 90 I PASS " FG-10 Tract 17/Lot 13 F.G. 10.2 115.7 91 90 I PASS FG-11 Tract 17/Lot 14 F.G. 10.7 116.5 92 90 I PASS FG-12 Tract 17/Lot 15 F.G. 9.6 118.6 94 90 1 PASS FG-13 Tract 17/Lot 16 F.G. 9.3 117.4 93 90 I PASS FG-14 Tract 17/Lot 17 F.G. 10.3 125.2 93 90 M PASS FG-15 Tract 17/Lot 18 F.G. 9.4 127.6 95 90 M PASS FG-16 Tract 17/Lot 19 F.G. 8.8 126.3 94 90 M PASS FG-17 Tract 17/Lot 20 F.G. 8.5 125.6 93 90 M PASS " FG-18 Tract 17/Lot 21 F.G. 8.3 126.4 94 90 M PASS FG-19 Tract 17/Lot 3 F.G. 9.2 124.3 92 90 M PASS FG-20 Tract 17/Lot 2 F.G. 9.4 125.7 93 90 M PASS FG-21 Tract 17/Lot 1 F.G. 10.6 119.8 93 90 L PASS " FG-22 Tract 17/Lot 37 F.G. 9.7 122.4 95 90 L PASS FG-23 Tract 17/Lot 38 F.G. 9.5 121.5 94 90 L PASS " FG-24 Tract 17/Lot 39 F.G. 10.2 120.3 93 90 L PASS 07/18/06 FG-25 Tract 17/Lot 40 F.G. 9.7 121.3 94 90 L PASS " FG-26 Tract 17/Lot 41 F.G. 10.2 119.7 93 90 L PASS It FG-27 Tract 17/Lot 42 F.G. 10.5 120.4 93 90 L PASS to FG-28 Tract 17/Lot 43 F.G. 9.2 118.6 92 90 L PASS " FG-29 Tract 17/Lot 44 F.G. 9.4 121.5 94 90 L PASS " FG-30 Tract 17/Lot 45 F.G. 10.3 122.3 95 90 L PASS " FG-31 Tract 17/Lot 46 F.G. 9.6 120.2 93 90 L PASS " FG-32 Tract 17/Lot 47 F.G. 8.8 119.4 93 90 L PASS " FG-33 Tract 17/Lot 48 F.G. 10.4 117.3 93 90 I PASS " FG-34 Tract 17/Lot 49 F.G. 10.3 116.7 92 90 I PASS " FG-35 Tract 17/Lot 50 F.G. 9.8 118.4 94 90 I PASS " FG-36 Tract 17/Lot 51 F.G. 10.7 120.2 95 90 I PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 139 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pcf) (%) (%) TYPE FAIL 07/18/06 FG-37 Tract 17/Lot 52 F.G. 11.2 119.5 94 90 I PASS FG-38 Tract 17/Lot 53 F.G. 9.6 125.7 93 90 M PASS FG-39 Tract 17/Lot 22 F.G. 9.8 127.2 94 90 M PASS FG-40 Tract 17/Lot 23 F.G. 8.5 126.6 94 90 M PASS FG-41 Tract 17/Lot 24 F.G. 9.2 125.5 93 90 M PASS " FG-42 Tract 17/Lot 25 F.G. 8.8 126.4 94 90 M PASS FG-43 Tract 17/Lot 26 F.G. 8.5 124.7 92 90 M PASS FG-44 Tract 17/Lot 27 F.G. 9.3 125.6 93 90 M PASS FG-45 Tract 17/Lot 28 F.G. 9.7 119.8 93 90 L PASS " FG-46 Tract 17/Lot 29 F.G. 10.3 121.4 94 90 L PASS " FG-47 Tract 17/Lot 30 F.G. 10.5 120.7 94 90 L PASS " FG-48 Tract 17/Lot 31 F.G. 9.4 121.8 94 90 L PASS 07/21/06 FG-49 Tract 17/Lot 32 F.G. 8.8 119.3 92 90 L PASS it FG-50 Tract 17/Lot 33 F.G. 9.5 121.4 94 90 L PASS FG-51 Tract 17/Lot 34 F.G. 9.7 120.5 93 90 L PASS FG-52 Tract 17/Lot 35 F.G. 10.2 122.6 95 90 L PASS FG-53 Tract 17/Lot 36 F.G. 9.6 119.2 92 90 L PASS TRACT 18/19(School/Park)FINISI-1 GRADE TESTS 11/16/06 FG-1 Tract 18/Superpad F.G. 10.5 121.3 93 90 W PASS " FG-2 Tract 18/Superpad F.G. 10.7 120.5 92 90 W PASS FG-3 Tract 18/Superpad F.G. 11.2 122.4 93 90 W PASS FG-4 Tract 19/Superpad F.G. 9.8 121.6 93 90 W PASS FG-5 Tract 18/Superpad F.G. 9.6 123.2 92 90 V PASS " FG-6 Tract 18/Superpad F.G. 10.3 124.4 93 90 V PASS FG-7 Tract 18/Superpad F.G. 8.8 122.7 92 90 V PASS " FG-8 Tract 18/Superpad F.G. 9.5 124.3 93 90 V PASS TRACT 27(Recreation Center)FINISH GRADE TESTS 04/05/07 FG-1 Tract 27 F.G. 9.5 123.4 93 90 V PASS " FG-2 Tract 27 F.G. 8.6 124.5 92 90 V PASS " FG-3 Tract 27 F.G. 8.8 122.7 93 90 V PASS " FG-4 Tract 27 F.G. 9.3 123.8 93 90 V PASS STAGE 2 SLOPE SURFACE TESTS 09/25/06 FS-44 Tract 11/Slope F.G. 10.4 120.6 92 90 W PASS FS-45 Tract 11/Slope F.G. 10.3 122.5 94 90 W PASS " FS-46 Tract 11/Slope F.G. 9.5 119.6 92 90 T PASS FS-47 Tract 11/Slope F.G. 9.2 121.3 93 90 T PASS " FS-48 Tract 11/Slope F.G. 10.5 120.8 92 90 T PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 140 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (Pcf) (%) (%) TYPE FAIL 10/05/06 FS-49 Tract 11/Slope F.G. 9.7 119.8 92 90 T PASS FS-50 Tract 11/Slope F.G. 10.3 121.2 93 90 T PASS FS-51 Tract 11/Slope F.G. 10.2 120.7 92 90 T PASS FS-52 Tract 11/Slope F.G. 9.5 122.6 94 90 T PASS " FS-53 Tract 11/Slope F.G. 10.8 120.8 93 90 W PASS FS-54 Tract 11/Slope F.G. 10.5 121.4 93 90 W PASS FS-55 Tract 11/Slope F.G. 9.6 119.5 92 90 W PASS FS-56 Tract 11/Slope F.G. 9.7 120.3 92 90 W PASS FS-57 Tract 11/Slope F.G. 9.8 121.7 93 90 W PASS FS-58 Tract 11/Slope F.G. 10.2 120.4 92 90 W PASS FS-59 Tract 11/Slope F.G. 10.5 123.2 94 90 W PASS FS-60 Tract 11/Slope F.G. 9.6 119.8 92 90 T PASS FS-61 Tract 11/Slope F.G. 9.3 121.4 93 90 T PASS FS-62 Tract 11/Slope F.G. 10.4 120.7 92 90 T PASS FS-63 Tract 11/Slope F.G. 10.5 121.8 93 90 T PASS " FS-64 Tract 11/Slope F.G. 9.7 122.6 94 90 T PASS 10/11/06 FS-65 Tract 11/Slope F.G. 10.4 119.3 91 90 T PASS FS-66 Tract 11/Slope F.G. 10.2 121.7 93 90 T PASS FS-67 Tract 11/Slope F.G. 9.7 120.8 92 90 T PASS " FS-68 Tract 11/Slope F.G. 10.5 122.3 94 90 T PASS FS-69 Tract 11/Slope F.G. 10.6 122.5 94 90 W PASS FS-70 Tract 11/Slope F.G. 11.2 121.4 93 90 W PASS FS-71 Tract 11/Slope F.G. 11.4 119.7 92 90 W PASS FS-72 Tract 11/Slope F.G. 10.8 120.6 92 90 W PASS FS-73 Tract 11/Slope F.G. 10.2 119.6 92 90 W PASS " FS-74 Tract 11/Slope F.G. 10.5 121.3 93 90 W PASS FS-75 Tract 11/Slope F.G. 9.8 120.2 92 90 W PASS FS-76 Tract 11/Slope F.G. 10.4 118.7 91 90 W PASS FS-77 Tract 11/Slope F.G. 11.3 120.5 92 90 W PASS " FS-78 Tract 11/Slope F.G. 10.7 119.6 92 90 W PASS FS-79 Tract 11/Slope F.G. 9.6 121.4 93 90 W PASS " FS-80 Tract 11/Slope F.G. 10.3 122.5 94 90 W PASS 10/13/06 FS-81 Tract 11/Slope F.G. 9.5 119.6 92 90 T PASS of FS-82 Tract 11/Slope F.G. 9.8 121.3 93 90 T PASS " FS-83 Tract 27/Slope F.G. 10.3 120.4 92 90 T PASS " FS-84 Tract 27/Slope F.G. 10.2 118.7 91 90 T PASS " FS-85 Tract 27/Slope F.G. 9.7 121.2 93 90 T PASS FS-86 Tract 27/Slope F.G. 8.5 123.6 93 90 V PASS FS-87 Tract 27/Slope F.G. 8.8 122.5 92 90 V PASS " FS-88 Tract 27/Slope F.G. 9.2 123.4 92 90 V PASS " FS-89 Tract 27/Slope F.G. 9.5 123.6 93 90 V PASS F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP.Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.420-001-07 Stage 2 of the Summerly Development Project Page 141 of 141 Tract 31920 Lake Elsinore,California TABLE II SUMMARY OF FIELD DENSITY TEST RESULTS REL. UNIT REL. COMP. PASS TEST TEST ELEV. MOIST. DRY WT. COMP. STD SOIL or DATE NO. LOCATION (ft) (%) (pcf) (%) (%) TYPE FAIL 10/13/06 FS-90 Tract 27/Slope F.G. 9.2 124.3 93 90 V PASS FS-91 Tract 27/Slope F.G. 8.7 122.4 92 90 V PASS FS-92 Tract 27/Slope F.G. 8.4 121.7 91 90 V PASS FS-93 Tract 27/Slope F.G. 9.6 123.2 92 90 V PASS FS-94 Tract 27/Slope F.G. 7.8 122.5 92 90 V PASS " FS-95 Tract 27/Slope F.G. 8.5 121.8 91 90 V PASS FS-96 Tract 27/Slope F.G. 8.2 124.3 93 90 V PASS I F-Failed Fill Test F*-Failed Test Due to Moisture Note:Elevations are based on Project Plans. FG-Finish Grade Test R-Fill Retest Neblett and Associates,Inc. FS-Finish Slope Test Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.: 420-001-07 Stage 2 of the Summerly Development Project Page 23 of 30 Tract 31920 City of Lake Elsinore, California APPENDIX A PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR PEAK GROUND ACCELLERATION AND 1997 UBC SEISMIC DESIGN PARAMETERS (Excerpted from Reference No. 1) Neblett&Associates, Inc. Laing-CP, Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.: 420-001-07 Stage 2 of the Summerly Development Project Page 24 of 30 Tract 31920 City of Lake Elsinore, California PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR PEAK GROUND ACCELERATION and 1997 UBC SEISMIC DESIGN PARAMETERS Peak ground acceleration (PGA) values were calculated for the subject project. The PGA values provided here can be used in the design of pertinent structures of the subject project. The values provided here should be evaluated by the project structural engineer. Values are given for fill (soil) areas. The PGA analysis was performed by following the guidelines and recommendations provided in the following publications: the 1997 Universal Building Code (UBC); Martin and Lew (1999); California Division of Mines and Geology Special Publications 42 (1999) and 117 (1997); Petersen and others (1996); and Jackson and others (1995). PGA values were estimated by conducting a probabilistic seismic hazard analysis using the FRISKSP computer program by Blake (1998). The PGA values represent ground motions that, as a minimum, have a 10-percent probability of being exceeded in 50 years, as required by the 1997 UBC. Three PGA values were calculated for fill (soil) areas using the attenuation functions of Boore and others (1997), Bozorgnia and others (1999) and Sadigh and others (1997) from the FRISKSP computer program. Table DI lists the PGA values from each attenuation function and the mean PGA of the three values for fill (soil) areas. The probability of exceedance curves for each attenuation function are shown on Figures D 1 through D3. The 1997 UBC seismic design parameters for the site were calculated for fill (SD soil type) areas using the UBCSEIS computer program written by Blake (1999). Table D1 includes the 1997 UBC seismic design parameters and Table D2 lists the faults within 100 km of the subject site. The design response spectrum for fill areas is shown on Figure D4 and a map of the active faults within 100 kilometers of the subject site is shown on Figure D5. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 25 of 30 Tract 31920 City of Lake Elsinore, California TABLE D1 PEAK GROUND ACCELERATION VALUES AND SEISMIC DESIGN PARAMETERS SOUTHERLY PROJECT,LAKE ELSINORE,CALIFORNIA PEAK GROUND ACCELERATION VALUES FOR FILL (SOIL) Attenuation Function FRISKSP) Estimated PGA Value Bozorgnia and others(1999) 0.70g Sadigh and others(1997) 0.60g Boore and others(1997) 0.69g 0.66g Mean PGA Value 1997 UBC SEISMIC DESIGN PARAMETERS SITE COORDINATES NEAREST TYPE A FAULT Site Latitude: 33.6433 San Jacinto-Anza Site Longitude: 117.3019 Distance: 37.2 km UBC SEISMIC ZONE NEAREST TYPE B FAULT 0.4 Elsinore- Temecula Distance: 3.0 km UBC SOIL PROFILE TYPE UBC SEISMIC COEFFICIENTS Soil Type SD(Stiff Soil Profile 600-1200 ft/sec) Na: 1.2 Nv: 1.5 Ca: 0.53 Cv: 0.93 Ts: 0.708 To: 0.142 Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 26 of 30 Tract 31920 City of Lake Elsinore, California TABLE D2 FAULT PARAMETERS SUMMERLY-STAGE 2 PROJECT, LAKE ELSINORE, CALIFORNIA APPROX. SOURCE MAX. SLIP FAULT ABBREVIATED DISTANCE TYPE MAG. RATE TYPE FAULT NAME (km) (A,B,C) (Mw) (mm/yr) (SS,DS,BT) ELSINORE-TEMECULA 3.0 1 B 1 6.8 1 5.00 I SS - ELSINORE-GLEN IVY 4.3 1 B 1 6.8 1 5.00 ( SS CHINO-CENTRAL AVE. (Elsinore) J 32.0 1 B 1 6.7 1 1.00 I DS SAN JACINTO-SAN JACINTO VALLEY 1 33.2 1 B I 6.9 1 12.00 1 SS SAN JACINTO-ANZA 1 37.2 1 A 1 7.2 1 12.00 1 SS ELSINORE-WHITTIER 1 38.9 1 B 1 6.8 1 2.50 1 SS ELSINORE-JULIAN 1 39.9 1 A 1 7.1 1 5.00 1 SS SAN JACINTO-SAN BERNARDINO J 41.8 1 B 1 6.7 1 12.00 1 SS NEWPORT-INGLEWOOD (Offshore) 44.7 1 B 1 6.9 1 1.50 1 SS SAN ANDREAS - Southern 1 54.9 1 A 1 7.4 1 24.00 1 SS NEWPORT-INGLEWOOD (L.A.Basin) 1 57.6 1 B 1 6.9 1 1.00 1 SS ROSE CANYON 1 58.2 1 B 1 6.9 1 1.50 1 SS CUCAMONGA 1 61.4 1 A 1 7.0 1 5.00 1 DS SAN JOSE 1 63.1 1 B 1 6.5 1 0.50 1 DS SIERRA MADRE (Central) 1 67.0 1 B 1 7.0 1 3.00 1 DS NORTH FRONTAL FAULT ZONE (West) 1 68.4 1 B 1 7.0 1 1.00 1 DS CLEGHORN 1 70.3 1 B 1 6.5 1 3.00 1 SS PINTO MOUNTAIN 1 70.7 1 B 1 7.0 1 2.50 1 SS PALOS VERDES I 70.9 1 B i 7.1 1 3.00 1 SS CORONADO BANK 1 71.2 1 B I 7.4 1 3.00 1 SS SAN ANDREAS - 1857 Rupture ( 76.4 1 A 1 7.8 1 34.00 1 SS SAN JACINTO-COYOTE CREEK 1 77.1 1 B 1 6.8 1 4.00 1 SS NORTH FRONTAL FAULT ZONE (East) 1 81.2 1 B 1 6.7 1 0.50 1 DS CLAMSHELL-SAWPIT I 83.3 1 B 1 6.5 1 0.50 1 DS EARTHQUAKE VALLEY 1 84.2 1 B 1 6.5 1 2.00 1 SS RAYMOND 1 87.3 1 B 1 6.5 1 0.50 1 DS HELENDALE - S. LOCKHARDT 1 90.2 1 B 1 7.1 1 0.60 1 SS BURNT MTN. 1 92.0 1 B 1 6.5 1 0. 60 1 SS VERDUGO 1 95.7 1 B 1 6.7 1 0.50 1 DS EUREKA PEAK 1 96.5 1 B 1 6.5 1 0.60 1 SS LENWOOD-LOCKHART-OLD WOMAN SPRGS 1 100.31 B 1 7.3 1 0.60 1 SS LANDERS 1 100.31 B 1 7.3 1 0. 60 1 SS HOLLYWOOD 1 100.9 1 B 1 6.5 1 1.00 1 DS SS = strike-slip; DS = dip-slip Fault Parameters from Peterson and others (1996) Neblett&Associates, Inc. Laing-CP, Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 27 of 30 Tract 31920 City of Lake Elsinore, California SEISMICITY REFERENCES Boore, D.M., Joyner, W.B., and Fumal, T.E., 1997, Equations for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquakes: A Summary of Recent Work: Seismological Research Letters, Vol. 68,No. 1,pp. 128-153. Bozorgnia, Y., Campbell, K., and Niazi, M., 1999, Vertical Ground Motion: Characteristics, Relationship with Horizontal Components, and Building Code Implications: SMIP99 Seminar on Utilization of Strong Ground-Motion Data, Sponsored by the California Division of Mines and Geology. Blake, T.F., 1999, UBCSEIS 1.03 A Computer Program for the Estimation of Uniform Building Code Coefficients Using 3-D Fault Sources: Thomas F. Blake, Computer Services and Software, Thousand Oaks, CA. Blake, T.F., 1998, FRISKSP 3.016 A Computer Program for the Probabilistic Estimation of Peak Acceleration and Uniform Hazard Spectra Using 3-D Faults as Earthquake Sources: Thomas F.Blake, Computer Services and Software,Thousand Oaks,CA. California Division of Mines and Geology, 1999, Fault-Rupture Hazard Zones in California: Special Publication 42. California Division of Mines and Geology, 1997, Guidelines for Evaluating and Mitigating Seismic Hazards in California: Special Publication 177. International Conference of Building Officials, 1997,Uniform Building Code, Vol. 1 and 2,April 1997.Jackson, D.D., Aki, K., Cornell, J.H., Dieterich, J.H., Henyey, T.L., Mandyiar, M., Schwartz,D.,and Ward, S.N., 1995. Seismic Hazards in Southern California: Probable Earthquakes, 1994 to 2024: Bulletin of the Seismological Society of America, Vol. 85,No. 2,pp. 379-439,April 1995. Jennings, C.W., 1994, Fault Activity Map of California and Adjacent Areas, Department of Conservation,Division of Mines and Geology,Geologic Data Map Number 6 Martin, G.R., Lew, M., 1999, Recommended Procedures for Implementation of DMGSpecial Publication 117,Guidelines for Analyzing and Mitigating Liquefaction Hazards in California: Southern California Earthquake Center,Univ. of Southern California, March 1999. Petersen, M.D., Bryant, W.A., Cramer, C.H. Cao, T., and Reichle, M.S., 1996, Probabilistic Seismic Hazard Assessment for the State of California: California Department of Conservation,DMG, Open-File Report 96-08. Sadigh, K., Chang, C.-Y., Egan, J.A., Makdisi, F., and Youngs, R. R., 1997, Attenuation Relationships for Shallow Crustal Earthquakes Based on California Strong Motion Data: Seismological Research Letters, Vol. 68,No. 1,pp. 180-190. Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 28 of 30 Tract 31920 City of Lake Elsinore, California APPENDIX B LABORATORY TESTING RESULTS Neblett&Associates, Inc. Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.: 420-001-07 Stage 2 of the Summerly Development Project Page 29 of 30 Tract 31920 City of Lake Elsinore, California SULFATE AND EXPANSION TEST RESULTS Neblett&Associates, Inc. TRACT 31920 Stage 2—Summerly Development Sulfate and Expansion Test Results Parcel Lot Expansion Expansion Sulfate Sulfate Number Index Potential Content Exposure UBC Table 18-I-13 % (UBC Table 19-A-4) 9 1 0 Very Low 0.0043 Negligible 9 5 0 Very Low 0.005 Negligible 9 9 1 Very Low 0.0064 Negligible 9 13 7 Very Low 0.0032 Negligible 9 17 14 Very Low 0.0063 Negligible 9 21 6 Very Low 0.0043 Negligible 9 25 35 Low 0.0072 Negligible 9 29 11 Very Low 0.0079 Negligible 9 33 9 Very Low 0.0104 Negligible 9 37 1 Very Low 0.008 Negligible 9 41 11 Very Low 0.0112 Negligible 9 45 12 Very Low 0.0084 Negligible 9 49 20 Low 0.0064 Negligible 9 51 1 Very Low 0.0078 Negligible 9 54 4 Very Low 0.0086 Negligible 9 58 5 Very Low 0.0096 Negligible 10 1 0 Very Low 0.0044 Negligible 10 5 0 Very Low 0.0051 Negligible 10 10 1 Very Low 0.0068 Negligible 10 14 1 Very Low 0.0057 Negligible 10 18 4 Very Low 0.0048 Negligible 10 22 3 Very Low 0.0060 Negligible 10 27 16 Very Low 0.0111 Negligible 10 32 3 Very Low 0.0049 Negligible 10 35 4 Very Low 0.0033 Negligible 10 39 9 Very Low 0.0046 Negligible 10 1 43 1 21 Low 0.0098 Negligible TRACT 31920 Stage 2—Summerly Development Sulfate and Expansion Test Results Parcel Lot Expansion Expansion Sulfate Sulfate Number Index Potential Content Exposure UBC Table 18-1-B % UBC Table 19-A-4 10 47 14 Very Low 0.0138 Negligible 10 50 13 Very Low 0.0126 Negligible 10 56 8 Very Low 0.0042 Negligible 10 58 0 Very Low 0.0051 Negligible 10 61 1 Very Low 0.0063 Negligible 11 1 10 Very Low 0.0046 Negligible 11 8 4 Very Low 0.0039 Negligible 11 13 19 Very Low 0.0051 Negligible 11 17 8 Very Low 0.0051 Negligible 11 21 0 Very Low 0.0078 Negligible 11 26 1 Very Low 0.0049 Negligible 11 31 8 Very Low 0.0092 Negligible 11 33 10 Very Low 0.0102 Negligible 11 37 12 Very Low 0.0098 Negligible 11 42 17 Very Low 0.0064 Negligible 11 53 19 Very Low 0.0032 Negligible 13 1 45 Low 0.0132 Negligible 13 9 33 Low 0.007 Negligible 13 17 48 Low 0.0128 Negligible 13 24 28 Low 0.0053 Negligible 13 31 2 Very Low 0.0144 Negligible 13 41 22 Low 0.0118 Negligible 13 49 0 Very Low 0.0116 Negligible 13 56 25 Low 0.0104 Negligible 13 62 17 Very Low 0.0086 Negligible 14 4 10 Very Low 0.0192 Negligible TRACT 31920 Stage 2—Summerly Development Sulfate and Expansion Test Results Parcel Lot Expansion Expansion Sulfate Sulfate Number Index Potential Content Exposure UBC Table 18-I-B) (%) UBC Table 19-A-4 14 8 0 Very Low 0.0352 Negligible 14 11 0 Very Low 0.0416 Negligible 14 19 8 Very Low 0.0212 Negligible 14 27 7 Very Low 0.0256 Negligible 14 33 5 Very Low 0.0240 Negligible 14 39 27 Low 0.0252 Negligible 14 45 0 Very Low 0.0304 Negligible 14 50 11 Very Low 0.0544 Negligible 14 57 10 Very Low 0.0504 Negligible 14 63 25 Low 0.0576 Negligible 14 63 17 Very Low 0.0576 Negligible 15 1 0 Very Low 0.0061 Negligible 15 5 14 Very Low 0.0058 Negligible 15 9 0 Very Low 0.0039 Negligible 15 13 1 Very Low 0.0035 Negligible 15 18 9 Very Low 0.0042 Negligible 15 26 2 Very Low 0.0057 Negligible 15 29 0 Very Low 0.0090 Negligible 15 33 0 Very Low 0.0082 Negligible 15 41 4 Very Low 0.0041 Negligible 15 46 0 Very Low 0.0049 Negligible 15 51 0 Very Low 0.0049 Negligible 16 1 14 Very Low 0.0057 Negligible 16 5 1 Very Low 0.0056 Negligible 16 9 10 Very Low 0.0111 Negligible 16 17 17 Very Low 0.0092 Negligible TRACT 31920 Stage 2—Summerly Development Sulfate and Expansion Test Results Parcel Lot Expansion Expansion Sulfate Sulfate Number Index Potential Content Exposure UBC Table 18-I-13 (%) (UBC Table 19-A-4 16 21 8 Very Low 0.0040 Negligible 16 25 8 Very Low 0.0046 Negligible 16 29 7 Very Low 0.0040 Negligible 16 33 1 Very Low 0.0058 Negligible 16 46 3 Very Low 0.0054 Negligible 16 52 24 Low 0.0135 Negligible 16 56 12 Very Low 0.0063 Negligible 16 63 0 Very Low 0.0043 Negligible 17 4 18 Very Low 0.0396 Negligible 17 11 0 Very Low 0.0236 Negligible 17 25 9 Very Low 0.024 Negligible 17 34 11 Very Low 0.022 Negligible 17 42 16 Very Low 0.1152 Moderate 17 50 12 Very Low 0.0384 Negligible 18/19 A 3 Very Low 0.0188 Negligible school 18/19 B 11 Very Low 0.0108 Negligible school 18/19 C 0 Very Low 0.0052 Negligible school 18/19 D 21 Low 0.0041 Negligible school 18/19 E 5 Very Low 0.0048 Negligible school 27 A 4 Very Low 0.0092 Negligible rec ctr) 27 B 2 Very Low 0.0126 Negligible rec ctr) 27 C 0 Very Low i 0.0101 Negligible (rec ctr) 1 Laing-CP,Lake Elsinore,LLC November 30,2007 Rough Grade Compaction Report Project No.:420-001-07 Stage 2 of the Summerly Development Project Page 30 of 30 Tract 31920 City of Lake Elsinore, California DIRECT SHEAR TEST RESULTS Neblett&Associates, Inc. DIRECT SHEAR TEST Remolded to 90% 4,000 .. . . . . . . . 4.1—...:.:.1 .. ........... ... . ... . . . . . . . . . . . . .. ............... ...... . ...... 3,750 . . . . . . . . . . . . ......... ............. ............. ........ 3,500 . . . . . . . . . . . . . . . . . . . . . .... . . ... . . . . . . . . . . . . . . ... .. . .. . . . . . . . . . . . ................... ............... 3,250 7 T 7 7 .............. ........ I.. .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T 7 .......... 2,750 . ...... ......... ..................- 4 4 . . . . . . . . . . . . . . . . . . . u- 2,500 . . . . . . . . . . . . . . . . . . . . . U) I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... i* 7 77, ......... 4.4-;- . . . . . . . . . . . . . . . . C62,250 ........... J.j. w . . . . . . . . . . . . . . . 2,000 -- - - - - - - - - - --- U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,750 ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cf) 4 Z. 1,500 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... 1,250 7 —71— T il . . . . . . . . . . . . . . . ...I ................... ................ . . . . . . . .. . . . . . . . . . . . . I*! f7 1,000 �Ir % ............. . . . . . . . . . . . . . ............ . ....... 750 . ............... .77 .............. ................. %...... ....... . . . . . . . . . . 500 . . . . . . . . . . . . . . . .. . . . . . . . . . . ... . . . . . . . . . . . . .... . . . . . Z.Zee... ........... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 250 .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS, PSF Sandy Slit to Silty Sand COHESION 222 psf. FRICTION ANGLE 32.0 degrees symbol boring depth(ft.) symbol boring depth(ft.) 0 L DIRECT SHEAR TEST NEBLETT & ASSOCIATES, INC. 4911 WARNER AVENUE,SUITE 218 HUNTINGTON BEACH,CA,92649 714 840-8286 P.N. 420-000-07 DATE 11/30/0 PLATE B-1 DIRECT SHEAR TEST Remolded to 90% 4,000 3,750 ;.:.,:.,.....,.,. .;:.:.s.,.,.:.:., 3,500 ;.;• .;.; {. 3,250 3,000 2,75 0 .}. .{.}.}. . .. .:. 2,500 . . . . . .. . . cn a - 2,250 .: :.}...•. W 2,000 �..;.�.;.1,750 j. u� 1,500 ;;• •:•: 1,250 1,000 750 _ - - - -j: - - :.: :;:j:j...... 500 :j•;:j: �. 0 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS, PSF Sandy Clay COHESION 846 psf. FRICTION ANGLE 30.0 degrees symbol boring depth(ft.) symbol boring depth(ft.) 0 N DIRECT SHEAR TEST INANEBLETT & ASSOCIATES, INC. 4911 WARNER AVENUE,SUITE 218 HUNTINGTON BEACH,CA,92649 714 840-8286 P.N. 420-000-07 DATE 11/30/0 PLATE B-2 DIRECT SHEAR TEST Remolded to 90% 4,000 .......................... I- —4. 3,750 . . . . . . . . . . . . . . . . . . . . . . . . —V ........ 7 3,500 . . . . . . . . . . . . . . . . . . . . . . . . . . . 3,250 ....... 4. ..................... . . . . . . . . . . . . . . . . . . ................... T T ...................... ........... ..........- Z. I..... . ......... ... ..... 2,750 . . . . . . . . . 4. ............. ........... -4—i- 4. 2,500 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-. . . u- .............. ............. ..... ..... U) ........... ....... 4. Z. 2,250 . . . . . . . . . . . . . . . w ............. . . . . . . . . . . . . . . . .. . . . F- 2,000 . . . . . . . . . . 44ZZa ..... . ..... ............ . . . . . . . . . . 1,750 .... .............. cl) 7 7 t, 1,500 ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,250 . . . . . . . . . . . %17 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... 750 T. 4 4 Z... . . . . . 500 . . . . . . . . . r . ......... ...... Z.Z: . . . . . . . . . . . . .......... .. .... ... . ..... 0 . . . . . . . . . . . . . . . . . . .f . . . . .. 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS, PSF Silty Sand COHESION 120 psf. FRICTION ANGLE 33.0 degrees symbol boring depth(ft.) symbol boring depth(ft.) P DIRECT SHEAR TEST NEBLETT &ASSOCIATES, INC. 4911 WARNER AVENUE,SUITE 218 HUNTINGTON BEACH,CA,92649 714 840-8286 P.N. 420-000-07 DATE 11/30/0 PLATE B-3 DIRECT SHEAR TEST Remolded to 90% 4,000 .. . . . . . . . . . .Z. -:77-:7-.. 44- . . . . . . . . . . . . . . . . . . . . . . .... .. .......... ...... 3,750 . .. . . . . . . . . . . . . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3,500 . . . . . . . . . j.J.).:. . . . . . . . . . . . . . . I. . . . . . . . . . .I . . . . . . . . . . .. . . . . . . . . . . . . . . ....... 3,250 ........ .... ........... ............ ............. . . . . . . . . . . . . . . . . . . . . . i 4- 31000 . . . . . . . . . . . 4444-4-4-4--41-1-644 i 1 1 1 ... . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 2,750 ......... . . . . . . . . . . . . . ..... ....... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u- 2,500 . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..') .. . . . . . . . . . . . . . . . . . c/) ........ . . . . . . . . . 7 7:1 T V C6 2,250 ............. .. .............. ............................... cl) . . . . . . . . . . . Lu 1,Of 2,000 4 4... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . i Z.4- 1,750 . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . ......... Til cf) 1,500 . . . . . . . . . . . . . 1,250 ............ . . . . . . ....... ....... . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . %........... 1,000 -. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .V-- 7 V ................ .. ...... ...... ....................... 750 ............ . ................................ . . . . . . . . . . 500 . . . . . . . . . . . . . . L . . . . . . . . . . . . L ............ .....- ..............% 0 .. . . . . . . .. . . . . . . . . . . . 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS, PSF Silty Sand COHESION 108 psf. FRICTION ANGLE 32.0 degrees symbol boring depth(ft.) symbol boring depth(ft.) 0 S DIRECT SHEAR TEST NANEBLETT &ASSOCIATES, INC. 4911 WARNER AVENUE,SUITE 218 HUNTINGTON BEACH,CA,92649 714 840-8286 P.N. 420-000-07 DATE 11/30/07 PLATE B-4 DIRECT SHEAR TEST Remolded to 90% 4,000 . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ....................... ............... %.. . . . . . . . . 3,750 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . .:.�........... ........ 3,500 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . .-.-. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . ......... . . ....... ....... ... ......... . ............ 3,250 Z.Z. ......L ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3,000 ........... . . . . . . . . . . . . . . 771.1:1 ......... . .............. ....... 2,750 . . . . . . . . . . . . . . . . . . . . . . . . 2,500 . . . . . . . . . . . u- 7 . . . . . . . . . . . . . . . . . . . . c/) . . . . . . . . . . . 7 T 7 7 .. ......... . . . . . . . . . . . . . . . . . ................. .............. ...... . . . . . . . . . . C6 2,260 .............. cl) . . . . . . . . . . . w 2,000 . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,750 . . . . . . . . . . . . . . . . . . . . . . . . . .A. . . . . .. . . . . U) 7 . . . . . . . . . . .....-. . : . . . . . . . . . 1,500 . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . 1,250 .......... . ......... 7 TT 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 1,000 ..... . . . . . . . . . . . . . . . ........... ............ % . ........................ . . . . . . . . . . . . . 750 ....... . 7 7 . . . . . . ............. ......... . . . . . . . . . . . . . . . . 500 . . . . . . . . . . .. . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . ... ..... ... ...... . . . . . . . . . . . . . .. .............. 250 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS, PSF Clayey Sand COHESION 90 Pd. FRICTION ANGLE 29.0 degrees symbol boring depth(ft.) symbol boring depth(ft.) 0 U DIRECT SHEAR TEST NEBLETT &ASSOCIATES, INC. 4911 WARNER AVENUE,SUITE 218 HUNTINGTON BEACH,CA,92649 714 840-8286 P.N. 420-000-07 DATE 11/30/0-1 PLATE B-5 DIRECT SHEAR TEST Remolded to 90% 4,000 77777:7.7 777:77-737 777-77-7777:... . .. . ... . . . . . . . . . . . . 3,750 . . . . . . . . . . 3,500 . . . . . . . . . 3,2150 ......... ............. ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 3,000 . . . . . . . . i 1 1 1 1 i 14 1 1 1 1 1 . . . . . . . . . . . . . . . . ... ...........% .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 7 7 7 2,750 ......... ............... %.............. . . . . . . . . . . . . ............. . . . . . . . . . . . . . ILL 2,500 . . . . . . . U) . . . . . . . . . . . . . . . . . . . ........ .................. . .............I.............. ....... (L . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . 2,260 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F— 2 000 ' ... . . . . . . . . . . . . . . . . . . . fA . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ............ .......... ... ... . . . . . . . . . . 1,750 cf) 1,500 ................... ....................%................. . . . . . . . . . . . . . . %................... .... . . . . . . . . . . . . I v 1250 ... ..... .................... ............ . . . . . . . . . . . . 1,000 .. . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . ... . . . ..... . ....... ........... ............. ........ . . . . . . . . . . 750 Z.4. ........... ..... ... . ........... .......... . ........ .......... I 14 500 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ............... ......... . ..... ............... ..... . . . . . . . . . . . ....... ...... 4 Z. 250 ............... % % . . . . . . . . . . . ................ ................. 0 . . . . . . . . . . 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS, PSF Silty Sand COHESION 156 psf. FRICTION ANGLE 33.0 degrees symbol boring depth(ft.) symbol boring depth(ft.) W DIRECT SHEAR TEST INANEBLETT &ASSOCIATES, INC. 4911 WARNER AVENUE,SUITE 218 HUNTINGTON BEACH,CA,92649 714 840-8286 P.N. 420-000-07 DATE 11/30/0 PLATE B-6