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HomeMy WebLinkAboutAs-Built Geology/Final Compaction Rpt Converse Consultants Inland Empire Consulting Engineers ' and Geologist 630 East Brier Drive, Suite 100 San Bernardino, California 92408 ' Telephone 714 1869.8004 FAX 714 889-4830 ' AS-BUILT GEOLOGY AND FINAL COMPACTION REPORT OF ' ROUGH GRADING Tracts 24133, 24133-1, 24133-2, 24133-3, 24133-4 and 24133-5 ' Paloma Del Sol Master Plan Community Temecula, California ' Conducted for: Mesa Homes ' 28765 Single Oak Drive Suite 100 Temecula, California CCIE Project No. 88-81-148-03 February 6, 1991 a ® Printed On Recycled Paper A Wholly Owned Subsidiary of Tho rannvprep Prnfpscinnnl rirnim Converse Consultants Inland Empire Consulting Engineers ' and Geologist 630 East Brier Drive, Suite 100 San Bernardino, California 92408 Telephone 714/889-8004 FAX 714 889-4830 February 6, 1991 ' Mesa Homes 28765 Single Oak Drive, Suite 100 ' Temecula, California 92390-0295 Attn: Mr. Csaba F. Ko Subject: AS-BUILT GEOLOGY AND FINAL COMPACTION REPORT OF ROUGH GRADING 1 TRACTS 24133, 24133-1 , 24133-2, 24133-3, 24133-4 and 24133-5 Paloma Del Sol Master Planned Community, City of Temecula, California CCIE Project No. 88-81-148-03 ' Converse Consultants Inland Empire (CCIE) prepared this report containing results of geologic mapping, laboratory analysis and field density testing performed during rough grading of the subject site. The approximate locations of field density tests and geologic mapping are shown on Drawings 1 through 14 of the 1 " =40' scale, rough grading plan, prepared by Psomas - Land Planners, Civil Engineers and Land Surveyors of Riverside, California. Based on the results of our geologic observations and field density testing, it is our opinion that the earthwork associated with the grading of the site has been performed in accordance with sound geologic and soil engineering practices. ® Primed On Recycled Paper A Wholly Owned Subsidiary of The Converse Professional Grouo 1 We appreciate the opportunity to be of service to you. If you have any further questions, or need further assistance, please do not hesitate to call us. Very Truly Yours, ' CONVERSE CONSULTANTS INLAND EMPIRE ' Steven C. Helfrich Principal Engineer ' Dist: 6/Addressee ' 88-81-148-03 Conwma Cansaitants Inland Empire PROFESSIONAL CERTIFICATION ' This report has been prepared by the staff of Converse Consultants Inland Empire under the professional supervision of the Principal Engineer and Senior Engineering Geologist whose seals and signatures appear hereon. ' The findings, conclusions, recommendations, or professional opinions presented in this report were prepared in accordance with generally accepted professional ' engineering practice. There is no other warranty, either express or implied. G Steven C. —Helfrich, 9 Xark B. Schluter, CEG 1415 Principal Engpj' 61." . y1l ' s , Senior Geologist 9- RED -G �g} i \SSE fo�o q �4..•:. r .l per,_J i� SC No. 1415 p: �', CERTIFIED ENGINEERING C �Ql r UrGEOLOGIST 88-81-148-03 Convene Consultants Inland Empin TABLE OF CONTENTS SUMMARY OF WORK PERFORMED . . . . . . . . . . . . . . . . . . . . General . . . . . . . . . . . . 1 1 � Rough Grading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 MOISTURE CONDITIONING . . . . . . . . . . . 4 ' GEOLOGIC CONDITIONS Earth Materials . . . . . . 4 Fill . . . . . . 4 Pauba Formation . . . . . . . ; 5 Faults Exposed During Grading 5 Slopes 6 ' Groundwater Seepage . . . . . . . . . . . . . . 6 7 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 ' RECOMMENDATIONS Foundation Design 11 ' Post-tensioned Slabs 11 Pre-Soaked Building Pads 11 Slabs-on-Grade . . " " " " " " 11 Lateral Earth Pressure � � � • ' ' ' ' ' ' ' ' ' 11 Preliminary Pavement Design 13 Site Drainage " " " 73 Slope Protection and Maintenance . . . 14 On-site Trench Backfill " " " " " " 14 Continuing Observation and Testing Services 20 LIMITATIONS . . , , 20 21 1 REFERENCES APPENDIX A - Laboratory Test Program APPENDIX B - Summary of Field Density Tests TEST LOCATION AND GEOLOGIC MAPS - (40 scale) - in pocket (14 sheets) ' 88-81-148-03 ConVema Consultants Inland Empire SUMMARY OF WORK PERFORMED ' General This report covers tracts 24133, 24133-1, 24133-2, 24133-3, 24133-4 and 24133- 5. Earthwork was performed by E.L. Yeager Construction, Inc., of Riverside, California. During April 10, through December 18, 1990, observations and testing ' were conducted by CCIE at the subject sites. Accepted engineering and testing procedures were employed to evaluate the preparation of the natural ground surface and placement and compaction of the fill. Rough Grading Rough grading for the subject sites was performed in accordance with the "Geotechnical Investigation" report dated December 21, 1988 and the earthwork specifications at the locations shown on Figure 1, "Location of Grading" and Figure 2, "Tract 24133 Phasing Map." Canyons exposing unsuitable alluvial/colluvial soils were excavated. The exposed excavated surface was then scarified, brought to near optimum moisture content and compacted prior to placement of excavated soils as fills. ' Fills were placed in loose, 6-to 8 inch thick lifts. Fill materials were brought to near optimum moisture and mixed by an 824 dozer pulling a bee gee. Rough grading was ' accomplished by Caterpiller 633, 651 and 657 scrapers, 10,000 gal. water pulls and 824 dozers. Motor graders:were utilized to fine grade lots. ' After clean out, and prior to filling the canyons, the canyon subgrade was observed by a certified engineering geologist. It was observed that the canyon bottoms contained clean sands. Accordingly, canyon subdrains were not considered ' necessary due to the free draining characteristics of the subgrade. Where fills were placed against existing slopes steeper than 5:1 Ihorizontal:vertical►, the existing slopes were keyed and benched to provide a series of approximately level benches to seat the fill and remove the compressible colluvial soils. Where lots indicated a cut/fill transition at finish pad elevation, the lots were overexcavated a minimum,of three feet below final lot grade. The bottom was then scarified, brought to near optimum and compacted prior to placing fill. 88-81-148-03 1 Conwroe Consultants Inland Empire ' J��.re�'ein.'+r,•�.�_..�—�v.sir � 7. ae �v� 21 �✓ w^`�` '�.r'aa o• ...� TRACT " C TRACT 1 _ i4f • . ' 24134,-),-2,-3 ' 24132.-1 $ .�y Al TRACT a f �"� g6: 24131, bIr zao Qj $' 133,-jj{1�RR, a; a, i °°sG' P1, Efo�✓ `�l Qe24 oo e a IL° c« Q rrvo.cm °v t p It C. p TRACT "Ta 24135,-1,-2,-3�T;` TV �6 .31 1' f TRACT�> 24136 Wb ''3 ,- ;i..:..._ of �- `.}a. .4�..P cs•wj.•:� rc.r f5�i ..,;1{'•...�..�71.. .s%�Jidl,�. eee�•••G{. sit w.+ s► a ! iAa. i t m•era ; -' n 0 d LOCATION OF GRADING PALOMA DEL SOL MASTER PLAN COMMUNITY P.oieciNo. Temecula, California ' for: Mesa Homes 88-81-148-03 1w Converse Consultants Inland Empire FSoreNc 1 2 '8 19 20 S 74 73 72 71 70 69 68 to _ 3) SI 70 81 t AtuprtA WAY 11 62 0� 35 7 6t 60 79 7B 1 y N 57 19 01 6 s A a 2 I L { ) H 11 Iz 0 a2 a3 69 1110 9 ALIE t2 t3 IA yf 11 32 ' bt 16 1] 12 V9E� sy M 65 al 10 31 30 i) 10 a9 81 �, tW El 58 {t � p 1 t 1/19 7 2B 82 St q 50 70 a 1 3 49 7 T7 n q 1{19 a2" a M q tl Bx. 'yy 7i q SD 6t a sl SS%'�se Sp M 26 ' f � �� I7tl AU.FMIME 70 z7 CT /'11 A 24 1S ay "EA q tl Q M 1% ALeµp 1 YL 13 � sJn tltlM % to 1% 101 11 to B 1M1IBy0. �U y4 0 p IbBTE q 39 % 1 t00 1y 13 ) 1x01� 71 7 V1A eAnnrY %%°� ' a' t0E 31 >0 79 a 9 n Y4 u tA5 5 u, ,o i0a�t0 % , ' p�gtl np 1 � 12] 3O 9•. n 7e 3 x Po ,1 i 9A �,O "' +x na na tts'� ,1Q,� 97 p � w •y 131$ ! 7 96 it ' ��M „B CAaa 9< �53 36 R m ,a, SO t t1 3D]1 32 99 10 E S 3{ %01 a , �a 99%° S1 7y w 56 +7 26� 01� >• 6 1 Y)A 9 30 r0/ @ n ,r S6 18 a 3 2 us st ID z1 3s� 1]1 tP 31 IA Al +B � 21 72 9 tiP @ 73 ,$Pg 28 `oP o q 7 t•w so tl Aqy 17 �4 zs 3 1 2 it 0 9 B ) ALGETp +s tl 17 71 ]S & IIAS 55sA ]1 6 ° A ] 2 1 m 1sr +o % 12 74 Y/,78 17 78 I6 rASo 5 6 a 11 v 19 72 O C0g0Aq A) 9 4r 51 e 25 F4 i9 {t• { ._ . :_ f0 J 21 50 rJl 9 7 (lAN 91 10 _ 92 4 65 59 0 TRACT 24133 PHASING MAP PALOMA DEL SOL MASTER COMMUNITY Project No. Temecula, California for: Mesa Homes 88-81-148-03 iza Converse Consultants Inland Empire Figure No. 2 r r Fill slopes were overfilled 3 to 4 feet and compacted as they were filled horizontally ' with the fully loaded heavy equipment. The overfilled slope face was then track rolled with the D-8 and D-9 dozers. The slope face was then trimmed back to grade by the D-8 dozer equipped with a slope board. rThe laboratory maximum dry density was determined in accordance with the ASTM D1557-78 (five layer) method. Single check points were performed throughout the rproject. A total of 3652 in-place density tests were performed by the sand cone (ASTM D1556-64) and nuclear gauge (ASTM D2992-78) methods during site grading. Where the field tests indicated that the specified degree of compaction had not been obtained, the area was reworked and additional compactive effort was applied runtil desired compaction was achieved and verified by additional testing. MOISTURE CONDITIONING We understand the lots will not be built upon in the next few months. r Recommendations regarding potential expansion characteristics at the present soil moisture contents would not necessarily be valid after the subgrade soils have lost significant moisture. Accordingly, our recommendation is to moisture condition (pre- soak) selected lots before construction. GEOLOGIC CONDITIONS rGeologic observations and mapping were performed during rough grading of the subject tracts. The purpose of these observations were to: r1 . Confirm subsurface conditions as observed in our geotechnical investigation. r 2. Evaluate geologic conditions and features exposed on newly created cut and fill surfaces within the tract. 3. Provide additional geotechnical recommendations for project grading. Geologic information obtained during mapping of building pad areas, slope exposures rand street subgrades is included in Appendix A and on Drawings 1 through 14. Earth Materials rEarth materials exposed at surface grades within the tract consisted primarily of compacted soils in fill areas and Pauba Formation bedrock (Qp) in cut areas. 1 88-81-148-03 4 r Convene ConsuMente Inland Empire Exposures of colluvial (Qcol) and alluvial sediments (Gal) were very limited as these materials were excavated to expose competent material prior to placement of ' compacted fills. Areal distribution of the fill and bedrock cut areas are shown an Drawings 1 through 14 and briefly discussed below. Fill Ma Symbol: Within Black Line Border) Fill materials consisted of processed mixtures of on-site soils and Pauba Formation.n. ' The cut portion of cut/fill transition lots were overexcavated and were included the areas mapped as fill. in Pauba Formation (Man Symbol Qo Qoss Qoslt) The Pauba Formation of late-Pleistocene age (Kennedy, 1977) consists of distal ' alluvial fan and braided channel deposits, with numerous intra-formation unconformities. Sedimentary features characteristic of the depositional environment such as channel features, lenses, and cross-bedding were observed in cut areas on slopes and building pads. Lithology of the Pauba Formation is highly variable, consisting of poorly interbedded L to massive, moderately to well consolidated, fine to coarse sandstones, siltstones, and claystones. Bedrock structures within the Pauba Formation varied over relatively short distance. Bedding attitudes recorded at the site indicate strikes being roughly northeast to southwest, with dips varying from nearly horizontal to 160 south. Bedding attitudes of localized depositional channel deposits and lenses were also recorded. Attitudes of lithologic layering within these sedimentary features varied with strikes ranging between northeast to northwest and dips varying from nearly horizontal to approximately 600. Numerous horizontal and gradational bedding boundaries were also observed. The Pauba Formation was mapped mainly as undifferentiated (Qp). Distinctive sandstone (Qpss) and siltstone (Qpslt) lithologies were mapped within undifferentiated Pauba. ' A brownish-black, organic-rich, peaty clay layer deposit was encountered near finish pad grades of "cut' lots 15-1, 16-1, 17-1, 18-1, 19-1, 20-1, 21-1, 22-1, 26-1, 27- 1 1, 28-1, 29-1, 30-1, 31-1, 32-1, 36-1, 37-1, 38-1, 39-1, 40-1, 42-1, 43-1, 44-1 and below portions of Amerita Street, Via Guerro, Corte Algete and Corte Ayala within Tract 24133-1. This peaty clay material was unsuitable for foundation ' support near finish pad grades. The peaty clay material was removed or overexcavated to a depth of 10 feet below finished pad grade and replaced with compacted fill. Street subgrade areas exposing peaty clay deposits were overexcavated 5 feet below proposed subgrade and replaced with compacted fill. 88-81-148-03 5 Convene Consultants Inland Empire A sample of the peaty clay material was collected from the top of the layer exposed _ in the "cut" area along Amerita Way. The sample was obtained southeast of Lot 20 in Tract 24133-1, at an elevation of about 1164 feet. Carbon - 14 dating analysis of this sample indicated an age greater than 42,000 C-14 years before present. No C-14 activity was detected, and the sample may be much older than the limit reported. Sandstone (Qpss) units exposed on lots 13-2, 27-2; 28-2, 35-2, 36-2, 60-2, 79-2, ' 80-2 and 83-2 of Tract 24133-2; lots 1-3, 10-3, 11-3- 12-3, 47-3, 69-3, 70-3, 71- 3 and 73-3 of Tract 24133-3; lots 27-4, 29-4, 30-4, 31-4 and 83-4 of Tract 24133- 4; and lots 15-5, 16-5 and 102-5 of Tract 24133-5 consisted of clean sands with little or no cohesive binder. These earth materials are judged to be more susceptible to erosion than other site materials. This condition should be anticipated during construction and mitigated with appropriate landscaping and maintenance. ' Faults Exposed During Grading Discontinuous intra-Pauba Formation faults were exposed during the grading for Tracts 24133-2, 24133-3 and 24133-4. None were judged to be active faults. Fault traces observed in siltstone and claystone bedrock exposures are generally represented by a clayey gouge zones. Surface exposures of this gouge zone averaged from 1 to 6 inches in width. The faults were difficult to trace in areas where they penetrate friable sandstone. The faults traces were most evident on cut slope exposures and building pads which juxtaposed friable sandstone units.against siltstone or claystone. Faults are on building pads of lots 48-3, 49-3, 50-3, 56-3, 57-3, 70-3, 71-3, 72-3 and 73-3 in Tract 24133-3; lots 57-4, 58-4, 59-4, 68-4, 69-4, 70-4, 83-4, 90-4, 91-4, 95-4, 97-4, 98-4 and 105-4 of Tract 24133-4; and on the proposed. recreational area in Tract 24133-2. Mapped locations of these fault traces are shown on Drawings 2, 3, 4 and 7 in pocket. No faults were mapped in Tracts 24133-FINAL, 24133-1, 24133-5 and the remaining portions of Tract 24133-2, 24133-3 and 24133-4. Slopes Cut and fill slopes have been graded at 2:1 (horizontal:vertical). No adverse geologic structures were observed on these slopes. 88-81-148-03 6 tConvene Consultants Inland Empire 1 Groundwater Seeoaoe Groundwater seepage was encountered during grading of Tract 24133-1 . A 6-inch diameter perforated subdrain pipe embedded in permeable drain rock material was installed beneath lots 20-1, 21-1, 22-1, 26-1, 27-1, 28-1 and 29-1 in Tract 24133- 1 . This subdrain was placed to intercept seepage from a perched clay layer exposed during removal of the peaty clay material. A solid 6-inch PVC pipe was used to convey collected groundwater seepage from the subdrain junction point beneath lot 28-1 south to the subdrain outlet located at the toe-of-slope below lots 17-1 and 18- 1 in Tract 24133-1 . Location of the subdrain system, top-of-pipe elevations and subdrain outlet are shown on Drawing No. 13. ' Groundwater seepage discharge from the subdrain outlet was measured to estimate the total daily discharge which ranged from 188 to 306 gallons-per-day between December 1990 and January 1991 . Groundwater seepage was not observed on the slopes, building pads, street subgrades, or canyon bottoms during.site grading of Tracts 24133-FINAL, 24133- 2, 24133-3, 24133-4, 24133-5 and the remaining portion of Tract 24133-1 . 88-81-148-03 7 Convene Consukants Inland Emdre CONCLUSIONS • Results of density tests in fill indicate a relative compaction of at least 90 percent of the laboratory maximum dry density. A total of 3652 field density tests were performed and their approximate locations are shown on Drawings 1 through 14. 0 A statistical analysis was performed on the distribution of relative compaction results. A histogram of this is shown on Figure 2. • Based on the results of our observations and testing, it is our opinion that the earthwork associated with the grading of the site has been performed in general accordance with recommendations presented in the referenced reports. ' • Expansive soil conditions have been evaluated for each lot. Lots that exposed materials considered to have low expansive potential were visually classified. Representative samples of the soils near pad grade were recovered for ' classification and expansion index testing. The results of the tests are presented in Appendix B. Classification of each lot, based on these test results, is presented on Table 1. ' • Groundwater was encountered to a limited extent during expected to adversely impact development of the site as proposed. is not ' • Fill slopes have been graded at 2:1 (horiiontal:vertical) or flatter, and are considered to be grossly stable. • Cut slopes graded at 2:1 (horizontal:vertical) or flatter are anticipated to be grossly stable due to the generally massive nature of the bedrock materials and the lack of continuous adverse geologic structure. Some surficial erosion may occur prior to the establishment of vegetation, particularly where there are sands with little or no cohesion. • Although grading for the lots is considered suitable at the time of completion, natural weathering and degradation may occur over time in the near-surface soils within the graded areas. It has been our experience that deterioration of surficial soil conditions may develop if a significant time period elapses before construction. • Properly compacted fills will settle due to their weight. The amount of settlement will depend on fill thickness and future changes in the moisture conditions. Maximum expected settlements are on the order of about 1 % of the total fill thickness. 88-81-148-03 8 Convene Consultants Inland Empl. ' 25 25 20 20 I 15 15 ' 1 C 10 ' S 5 0 70 75 80 85 90 95 100 RELATIVE COMPACTION, Percent Soil Type: Number of Tests: 3640 Average: 92.1 Standard Deviation: 2.26 Coefficient of Variation,%: 2.46 Comments: HISTOGRAM OF COMPACTION TEST RESULTS MEADOW WEST / MESA HOMES Project No. TEMECULA, CALIFORNIA 88-81-148-03 ' Converse Consultants Intand Empire $ ` cli . R $ 2 @ G QD \\}j\ � /0 }}RA \§ @ E E \}\}tmm R _ - ) @}7 & w - � Cl) § j � / � j \ 4 _ _ Q ! 2 \ \ 0 , ~ kcc No k � / X/ � � � \ - cli . @ cc ( . Q ! \C ƒ44 \ � . � 2 w kk / w j � RECOMMENDATIONS • Foundation Design The proposed structures may be supported by conventional (continuous) footings ' or isolated spread footings. Post-tensioned slabs may be used on lots that have highly expansive soils exposed at pad grade. The depth of embedment and reinforcement should be determined by the soils expansion potential as shown ' on Table 2, "Suggested Guidelines for Design of Foundation/Slab Systems. Alternatively, expansive soils may be removed and replaced with low expansive fill to a depth of at least 3 feet. We will review any further alternatives that may be proposed by the structural engineer. Footings may be designed using an allowable bearing pressure of 2,000 pounds per square foot, which may be increased by one-third for short duration loadings such as wind or seismic forces. ' Footings for structures or retaining walls should be setback from slopes in accordance with the Uniform Building Code (1988 edition), Section 7011 . ' • Post-tensioned Slabs In lieu of the recommendations presented on Table 2, building foundations on highly expansive soils may be pre-soaked and constructed with post-tensioned slabs. For design purposes, a differential movement of about 2 inches over a 15 foot span should be expected. ' • Pre-Soaked Building Pads Due to medium expansive soils or buildable pad areas crossed by faults containing expansive clays, the following lots require pre-soaking prior to constructing concrete slabs: 36, 70, 80, 151-1, 7-2, 45-2, 47-2, 103-2, 108- ' 2, 109-2, 52-3, 54-3, 55-3, 65-3, 68-3, 103-3, 104-3, 49-4, 55-4, 59-4, 74- 4, 78-4, 79-4, 84-4, 93-4, 94-4, 25-5, 34-5, 51-5, 52-5, 105-5, 106-5, 108- 5, 113-5 and 122-5. Guidelines for pre-soaking are shown on Table 2 under ' sub-grade moisture requirement at time of construction. • Slabs-on-Grade ' Slabs should have a minimum thickness and reinforcement as recommended in Table 2. All loose or disturbed subgrade areas should be recompacted prior to concrete pour. Polyethylene plastic moisture barriers of 6-mil thickness should be placed under the slabs. The moisture barrier should be protected with 2 inches of sand placed above and below the moisture barrier to prevent punctures ' and to aid in the concrete cure. Joints should be lapped a minimum of 6 inches and properly sealed. ' 88-81-148-03 11 ' Convene ConsuHenle Inland Emnim TABLE 2 SUGGESTED GUIDELINES FOR DESIGN OF FOUNDATION / SLABS SYSTEMS FOUNDATION SYSTEM TYPE I TYPE II TYPE III TYPE IV TYPE " V Expansion Potential Very Low Low Medium f Expansion Index—(El.) O — 20 High Very High 21—50 51 — 90 91—130 Above 130 Footing Depth One Two One Two One Two One ' Story Story Story Story Story Story Y Story Stor Two Ona Two Perimeter Story Story 12' IBA 12� IB" le t6" t8" ' Interior 22" a— 12" l e" IB" 30 30' ' 12" 1B" 1e" IB" IBA IB" Fooling Reinforcement Not 1 04 Bar I-Y( 4 Bar 2-// 4 Bars Mandatory 'Top B Bottom 2-p/ 4 Bars ' Top B Bottom Top B Bottom Top B Bottom 12 Garage Grade Beam Not 12 X 12' W/ 12" X12" W/ 12" " W/ 4 I-// 4 Bar 1- is" W/ At Door Opening Mandatory I->< 4 Bar I-# 4Bar I-df Bar Top B Bottom Top B Bottom TOP .B Bottom TOP B Bottom Floor Slab Thickness 4" Nominal 4" Nominal 4"Nominal 4" Actual 6" Nominal ' Floor Slab Reinforcement Not Mandatory DGaflaless 6 Xyr10 6"X6"-d l0/Yk10 6"X y't4 of Is" o.C. ' q Not Mandator '— 6�-4A 6706 Each Wav Y 6 X6'->k 10 -`10 6"X6"-4W6106 6q Jr( �— fi-yk6/4k6 Subgrade Moisture Optlmun OpLimsn 120%" of Optimum e Requirement at Time Or 0r D 120/eof Optimum 120%of Optimum of Construction liigher Iligher Moisture to 12 Moisture 10 19' Moisture to le" Below Slab Below Slab Below Slab a 0 n O ii FOUNDATION RECOMMENDATIONS sis PALOMA del SOL Msstar Plan Community Proieot No. Temecula, California for: Mesa Homes 88-81-148-03 ' 404 CONVERSE CONSULTANTS INLAND EMPIRE • Lateral Earth Pressures Resistance to lateral loads can be provided by friction acting at the base of the foundations and by passive earth pressure. A coefficient of friction of ' 0.33 may be assumed with the dead load forces. An allowable passive earth pressure of 200 psf per foot of depth to a maximum of 2,000 psf may be used for the sides of footing poured against properly compacted fill or natural soils. ' The allowable passive pressure may be increased 33% for lateral loading due to wind or seismic forces. Retaining walls should be designed for an equivalent fluid pressure of 30 psf per foot of depth. Adequate wall drainage, consisting of subdrains and weep holes, should be provided. • Preliminary Pavement Design Prior to placement of base course and asphalt, the upper 12 inches of ' subgrade soils should be scarified, moisture-conditioned and recompacted to at least 90% relative compaction. Based on R-value test on representative samples, preliminary pavement sections recommended for design are presented on Table 3. Traffic index information present on Table 3 was obtained from RBF Engineers. Minimum thickness of asphalt concrete (AC) based on information provided to us by the County of Riverside and the City of ' Temecula, are as follows: MINIMUM ' TRAFFIC AC INDEX THICKNESS ' 5.0 0.21 5.5 0.21 6.0 0.21 6.5 0.21 ' A minimum thickness of aggregate base (AB) is not mandated by the building officials. However, .we recommend that a minimum of 0.33 ft. (4 inches) ' thick layer of Class II AB be provided beneath all pavements. The base course provides pavement support as well as drainage beneath the pavement. Improvement methods such as lime treatment of the subgrade soils, may be effective to improve the pavement characteristics and to reduce the pavement sections presented in Table 3. Preliminary evaluation of lime treatment indicates that 2% by weight lime mixed with the on-site soils to a depth of ' about 6 to 8 inches will result in an R-value of greater than 60. Minimum AC ' 88-81-148-03 13 Convene Consultants Inland Empire and minimum AB will, therefore, be sufficient to support the anticipated t Traffic Indices (TI) up to a TI of 6.5. Additional R-value testing may be required prior to paving to verify the appropriateness of the recommended pavement sections presented on Table 3, which are based on present road ' department guidelines. We understand that the asphalt will be placed in two lifts. The first lift will ' be 0.15 ft. thick, with a second lift of 0.10 ft., Table 3A presents our recommended base course thicknesses for an AC thickness of 0.25 ft.. t • Site Drainage (Post-Construction) ' Adequate positive drainage should be provided away from structures to prevent ponding and to reduce percolation of water into the foundation soils. We recommend that slopes for surface drainage be constructed at 2% to 4% in landscaped areas and 1 % to 2% in paved areas. Planters and landscaped areas adjacent to the building perimeter should be designed to minimize water ' ponding and infiltration into the subgrade soils. Planters adjacent to foundations should have a drainage system to conduct water to a collection point for disposal. Homeowners should be advised of their responsibility for maintaining adequate drainage. Slope drainage devices should be constructed in accordance with Chapter 70 of the Uniform Building Code (1988 Edition). Lot drainage should preclude the possibility of flow over slope faces with the use of brow ditches, earth beams and other methods. ' • Slone Protection and Maintenance ' We understand that Mesa Homes will maintain all slopes on the development until that responsibility is turned over to the individual homeowners or the homeowner's associations. The following recommendations are made to provide guidance for all future users of this property. Proposed slopes should be planted as soon as possible after construction. ' Slopes will require maintenance through time to perform in a satisfactory manner. In most cases, slope maintenance can be provided along with normal care of the grounds and landscaping. Cost of maintenance is less expensive ' than repair resulting from neglect. 88-81-148-03 14 Convene Consultants Inland Empire The presence of permeable sandstone materials over less permeable siltstone and claystone material within the Pauba Formation could trap infiltrated water (landscape irrigation and/or rainfall) and produce seepage at the surface exposures of these contacts. Fault traces containing gouge zones may also act to restrict groundwater flow and surface infiltration. Seepage conditions daylighting out on the slope surface may produce nuisance raveling and Possible instability. Local drainage and/or seepage collection devices may be ' required to be installed by homeowners if these conditions were to develop in the future. ' The slope behind lots 65-2 through 71-2 of Tract 24133-2 were over- steepened during grading. The slope descends southward from lots 76-2 through 82-2 into the rear yard of lots 65-2 through 71-2. The slope height varies from approximately 6 to 12.5 feet. The slope was made in cut areas exposing the Pauba Formation. According to the surveyors, the slope grades vary between 1 .63:1 (horizontal:vertical) and 1.77:1 . The slopes expose predominantly sandstone units with some undifferentiated silty sand and siltstone units. Slope stability analyses were performed for the 12-foot high, 1 .7:1 slope and a 9-foot high, 1 .63:1 slope. Results of these analyses, using conservative bedrock strength parameters for the Pauba Formation, indicate that the slopes are grossly stable,against deep-seated movement. Calculated factors of safety for overall stability are greater than 1 .5. Surficial stability analyses indicate ' that the over-steepened slope is slightly more susceptible to surficial ravelling, sloughing, and erosion than the planned 2:1 slopes. The increased potential for surficial instability may be mitigated through appropriate landscaping and t slope maintenance procedures. In addition, we recommend that structures should be set back from a 2:1 projection projected from the base of the slope. These setbacks should be in addition to those required by City and County regulations. The subdrain system outlet located at the toe-of-slope below lots 17-1 and ' 18-1 in Tract 24133-1 should be plumbed into a suitable drainage system to prevent nuisance surface discharge on proposed street improvements and along Amerita Street. The 6-inch PVC pipe outlet was cracked during finish grading and will require replacement and/or repair prior to final drainage system hook-up. 88-81-148-03 ' 15 ' Convene ConeuItante Inland Empint TABLE 3 ' ASPHALT PAVEMENT SECTIONS INTERIOR STREETS TRACT 24133 Recommended Preliminary ' Traffic Pavement Section Streets Index Asphalt Base Station Nos. or Section M R-Value IJ. 111a ' Via Nanzo entire 6.5 35 0.21 0.81 Celle Novelda entire 6.5 36' 0.21 0.58 Corte Benavente Corte Algete - north 5.6 37 0.21 Corte Algete - south 0.5 Corte Benisa 6.6 46 0.21 0.68 Corte Algete entire ' 5.0 45 0.21 Lot 16-1 - southeast 0.33 6.6 .45 0.21 0.42 Lot 15-1 - northwest 5.6 31 Corte Logrono entire 0.21 0.88 6. ' Corte Ayala entire 5 0 46 0.21 0.33 entire 6. Via Guerro 5 31 0.21 0.53 Via Denzo 31 0.21 0.88 entire 6.5 28 0.21 0. Lot 29-i Corte Pollense 58 - southeast 5.5 41 0.21 0.68 ' Lot 29-1 - remainder 6.5 35 Via Barraza entire 5.5 0.21 0.48 o Corte Prie 36 0.21 0.68 g Lot 87-2 - northwest 6.5 61 0.21 0.33 Lot 87-2 - southeast 5.5 41 Via Caro entire 0.21 0.48 Via Ricci entire 5.5 61 0.21 0.33 - 6.6 48 0.21 0.56 Corte Cabara entire ' Via Ra 5.5 0.21 0.61mi 39 entire 6.5 Corte Landeros 44 0.21 0.64 entire 5.0 39 0.21 0.41 Camino Casillas entire 5.5 34 0.21 0.69 Via Raya entire 6.6 Calls Espinoza entire 43 0.21 0.66 5.6 _ 34 0.21 0.59 Celle Jeminez entire 5.5 36 0.21 0.56 Corte Salamanca entire 6.5 36 0.21 Corte Avelino O.66 entire 5.0 36 ' Corte Ballentine 0.21 0.81 Corte Almeria - east 6.6 35 0.21 0.81 Corte Almeria - remainder 5.5 Corte Calucci entire 5.0 51 1 0.21 0.33 entire 5.5 Corte Albano 0.21 0.33 Corte Almeria 42 0.21 0.47 entire 5.5 36 0.21 0.68 Via Rivas entire 6.6 36 Corte Cardin 0.21 0.81 entire 5.0 37 Corte Benitez entire 6.0 0.21 0.44 Via Rojas 21 0.21 0.67 Corte Benitez - southeast 6.6 42 0.21 0.67 Corte Benitez - northwest 5 5. 42 i 0.21 0.47 88-81-148-03 Convene Consultants Inland Empire 16 TABLE 3A ' ASPHALT PAVEMENT SECTIONS INTERIOR STREETS TRACT 24133 ' Recommended Preliminary Traffic Pavement Section Streets - Index Asphalt Base Station Nos. or Section TI R-Value iUt 1ft1 ' Via Nanzo entire 6.6 36 0.26 0.73 Celle Novelda entire 5.5 36 0.26 0.50 ' Corte Senavente Corte Algete - north 5.5 37 0.26 0.47 Corte Algete - south 6.5 45 Corte Benisa 0.26 0.60 entire 5.0 46 Corte Algete 0.25 0.33 g Lot 16-1 - southeast 5.6 46 0.26 0.34 Lot 16-1 - northwest 5.5 31 Corte Logrono entire 0.26 0.80 ' Corte Ayala entire 5.0 5.0 46 0.25 0.33 Via Guerro entire 31 0.26 0.46 6.5 31 0.25 0.80 ' Via Oenzo entire 6.6 28 0.26 0.86 Corte Pollensa Lot 29-1 - southeast 6.6 41 0.26 0.60 Lot 29-1 - remainder 6.5 36 Via Barrazao 0.26 0.40 entire 5.6 36 Corte Prie 0.26 0.60 9 Lot 87-2 - northwest 6.5 51 0.26 0.33 Lot 87-2 - southeast 5.6 41 0.26 0.40 Via Caro entire 5.5 Via Ricci 51 0.26 0.33 entire 6.5 48 Corte Cabers 0.25 0.48 ' entire 5.5 Via Rami 39 0.26 0.43 entire 6.6 44 Corte Landeros 0.25 0.33 entire 5.0 39 Camino Casillas 0.26 0.51 ' - entire 6.6 34 Via Rays 0.26 0.61 y entire 6.6 43 0.26 0.67 Celle Espinoza entire 5.5 34 0.26 0.62 ' Calla Jeminez entire 5.5 36 0.26 0.48 Corte Salamanca entire 5.6 36 0.26 0.48 Corte Avalina entire 5. 3 0.25 0.37 Corte Ballentine Corte Almeria - east 6.65 355 0.26 0.7373 Corte Almeria - remainder 5.5 51 Corte Calucci 0.26 0.33 ' entire 5.0 61 Corte Albano 0.26 0.33 entire 6.6 42 Corte Almeria 0.25 0.39 entire 5.5 35 0.26 0.60 Via Rivas entire Corte Cardin 5.0 37 35 entire 6 0 0.26 0.73 Corte Benitez 0.25 0.36 entire 5.0 21 Via Rojas Corte Benitez 0.25 0.59 - southeast 6.6 42 0.26 0. 9 Corte Benitez - northwest - 5.5 42 0.26 0.39 88-81-148-03 ' Convene Consultants Inland Emplrs 17 Most hillside lot problems are associated with water. Uncontrolled water from a ' broken pipe, excess landscape watering, or exceptionally wet weather causes most damage. Drainage and erosion control are paramount in regards to long-term slope stability and performance. It is important that the drainage patterns and slope ' protection provisions be established at the time of fine grading and maintained throughout the life of the project. The provisions incorporated into the graded site must not be altered without competent professional advice. ' Terrace drains and brow ditches on the slopes should be periodically maintained and kept clean of debris so that water will not overflow onto the slope, causing erosion. 1 • A suitable proportion of slope plantings shall have root systems which will develop well below 3 feet, such as drought-resistant shrubs and low trees, or equivalent. Intervening areas shall be planted with lightweight surface plantings with shallower root systems. In any event, lightweight, low-moisture planting shall be used. • Rodent burrowing, small concentration of uncontrolled surface/subsurface water, or poor compaction of utility trench backfill on slopes shall be repaired and controlled as soon as possible. • If completion of new slopes occurs during the rainy season, contingency plans shall be developed to provide prompt temporary protection against major erosion/sloughing. Offsite improvement shall be protected from site runoff. • Any erosion damage which occurs prior to the completion of the project shall be ' repaired by the Contractor. • Onsite Trench Backfill Trenches should be backfilled and tested in accordance with procedures described in Section 306 of the "Standard Specifications for Public Works Construction" and the referenced reports. It is anticipated that the native soils will not be suitable for jetting. Compaction will probably best be achieved by placing the material in lifts and applying mechanical efforts on each lift. ' • Continuing Observation and Testing Services Observation and testing should be conducted by CCIE at the following stages of construction: • Concurrent with trench backfill procedures. • Concurrent with subgrade and aggregate base preparation and compaction. • Pre-soaking of expansive soil lots at time of construction • When any unusual conditions are encountered. ' 88-81-148-03 18 Convene Consultants Inland Empire LIMITATIONS The conclusions, recommendations and opinions developed during the course of CCIE's ' field assignments were based on our observations and experience, and on the results of field and laboratory testing performed in accordance with applicable ASTM standards. Based on these tests, observations, and our professional judgement, it is ' our opinion that the compacted fills referred to in this report meet the intent of the project specifications and the recommendations of CCIE. 1 Our field testing was performed at random locations and at various time intervals during the fill placement operation. CCIE did not actually sample or test absolutely every portion of the fill material placed at this site. Our test results are considered ' representative of the material tested within the compacted fills. This report presents opinions formed as result of our observation of fill placement. We have relied on the contractor to continue applying the recommended compactive effort and moisture to the fill to meet the project specifications. Tests were made of the fill to calibrate our observer's judgment, and to provide data on the overall compactive effort. These tests are not the sole basis for opinions on whether the fill meets the specifications. ' CCIE professional services were performed in accordance with the prevailing standard of professional care as practiced by other geotechnical engineers and engineering geologists in this area of California. We make no other warranty, either express or ' implied. 1 88-81-148-03 19 ' Canwms COM,dtants Inland Empire REFERENCES • Converse Consultants Inland Empire, "Geotechnical Investigation, Tentative Tract 24133, Planning Areas 16, 19, 20 and 21, Portion of the Meadows, Rancho ' California, California", Dated December 21, 1988 (CCIE Project No. 88-81- 148-01-C). • Converse Consultants Inland Empire, "Standard Earthwork Specifications, ' Western Portion of the Meadows Master Plan Community, Temecula, California", dated March 8, 1990 (CCIE Project No. 88-81-148-03). ' • "Rough Grading Plan Tract No. 24133, County of Riverside, Sheets 1 through g 15, prepared by Psomas - Land Planners, Civil Engineers, Land Surveyors, dated September, 1989 (scale: 1 " = 40'). ' • Pacific Soils Engineering, Inc., "Fault Study 1400± acre Vail Meadows Pro' Rancho California, County of Riverside, California" dated August 17, 1987, work order 400082F. ' 88-81-148-03 ' 20 Con veme Consultants Inland Empire APPENDIX A ' LABORATORY TEST PROGRAM 88-81-148-03 Convene Conauitenta Inland Empire ' APPENDIX A LABORATORY TEST PROGRAM ' Laboratory tests were conducted in our laboratory on representative the purpose of evaluating their physical properties and engineering characteristics. ' A summary of the various laboratory tests conducted is presented below. ' Grain-Size Analyses To aid in the classification of the soils sieve and hydrometer analyses were ' performed on selected soil samples. The analyses were performed in accordance with the ASTM D422 standard test method. Grain size distributions are presented on Figures A-1 through A-3. ' Laboratory Maximum Density and Optimum Moisture ' Laboratory maximum density and optimum moisture tests were performed on soils used as compacted fill. These tests were performed in accordance with the ASTM D1557-78 laboratory procedure. Laboratory maximum density and optimum moisture ' curves are presented on Figures A-4 through A-7, entitled "Compaction Curve". Direct Shear Tests Direct shear test were performed on samples remolded to 90% of the laboratory maximum dry density at optimum moisture content. Three ring samples were prepared for each test, soaked and subjected to pre-determined vertical surcharge load. Each ring was then sheared at a constant rate of strain. A range of normal loads was applied and the shear strength envelope was determined. Results of the ' test are presented on Figures A-8 through A-14, entitled "Direct Shear Test". Consolidation Tests ' Data obtained from this test performed on remolded soil samples, were used to ' evaluate settlement characteristics of the fill soils placed at the site. This test involved loading specimens into the test apparatus which continued porous stones to accommodate vertical drainage during testing. Normal vertical axial loads were ' applied to the sample through the porous stones, and the resulting vertical deflections were recorded at various time periods. The load was increased after the sample reached a reasonable site of equilibrium. Samples were loaded at optimum moisture-and submerged for additional loading. Test results are shown on Figures A-15 through A-21, entitled "Consolidation Test". ' 88-81-148-03 Convene Consultants Inland Empire ' Expansion Index IED The expansion Index Test is used to determine the expansion potential of soils. t The tests were performed in accordance with the Uniform Building Code Standard No. 29-2. Results of the tests are tabulated below. ' LOT NO. SOIL DESCRIPTION EXPANSION INDEX Curve #7 Silty Sand with Clay 26 ' Curve #9 Clayey Sand Curve #11 Silty Sand 2 0 Curve #14 Silty Sand ' 0 Curve #15 Clayey Sand 4 Curve #16 Sandy Clay 75 Curve #17 Sandy Clay 94 Lot 36 final Sandy Clay 76 Lot 61-final Clayey Sand Lot 62-final Silty Clay 100 ' Lot 63-final Clayey Silt 163 Lot 66-final Clayey Sand 162 Lot 68-final Clayey Sand 32 ' Lot 70-final Sandy Clay 15 Lot 71-final Sandy Sift, trace Clay 20 ' Lot 72-final Sandy Clay Lot 73-final Sandy Clay 40 Lot 80-final Sandy Silt 38 89 Lot 6-2 Sand Clay Lot 7-2 152 Clayey Silt' Lot 8-2 Clayey Silt with Sand 80 Lot 27-2 Sand and Sandy Silt 27 Lot 45-2 Clayey Sand No Swell ' Lot 47-2 Clayey Sand 56 Lot 56-2 Silty Sand 61 Lot 96-2 Clayey Sand No Swell Lot 102-2 Clayey Sand 50 Lot 103-2 Clayey Silt 45 Lot 107-2 Clayey Silt 53 Lot 108-2 Silty Clay 96 Lot 109-2 Clayey Silt with Sand 77 Lot 110-2 Silty Clay 64 157 ' Lot 111-2 Silty Clay 96 96 Lot 6-3 Silty Sand Lot 39-3 Clayey Sand 6 Lot 40-3 Silty Sand 22 Lot 41-3 Silty Sand 16 2 88-81-148-03 ' Converse Consultants Inland Empire LOT NO. SOIL DESCRIPTION EXPANSION INDEX Lot 56-4 Silty Sand 13 ' Lot 57-4 Clayey Silt 94 Lot 58-4 Sandy Clay 120 Lot 59-4 Sandy Silt with Clay 68 ' Lot 60-4 Silty Sand, trace Mica No Swell Lot 61-4 Sand with Silt No Swell Lot 62-4 Sand with Silt 5 Lot 63-4 Sand with Silt, trace Mica No Swell Lot 64-4 Sand with Silt, trace Mica No Swell Lot 65-4 Sand with Silt, trace Mica No Swell Lot 68-4 Sand with Silt, trace Mica No Swell Lot 69-4 Sand with Silt, trace Mica No Swell Lot 72-4 Silty Sand with Mica 1 Lot 73-4 Sandy Silt, trace Mica 97 Lot 74-4 Sandy Sand, trace Mica 75 ' Lot 75-4 Silty Sand, trace Mica 22 Lot 76-4 Silty Sand with Mica 43 Lot 78-4 Sandy Silt, trace Mica 84 Lot 79-4 Sandy Silt, trace Mica - 71 Lot 84-4 Sandy Silt, trace Mica 67 Lot 90-4 Silty Sand 2 Lot 93-4 Sandy Silt, trace Mica 78 Lot 94-4 Sandy Silt, trace Mica 68 Lot 98-4 Sand No Swell ' Lot 106-4 Clayey Sand, trace Mica No Swell Lot 111-4 Sand No Swell Lot 113-4 Sand No Swell Lot 15-5 Silty Sand No Swell Lot 19-5 Clayey Sand 43 Lot 25-5 Clayey Sand 79 Lot 32-5 Sandy Clay 50 Lot 34-5 Clayey Sand 59 ' Lot 50-5 Clayey Sand with Silt 116 Lot 51-5 Clayey Sand 77 Lot 52-5 Clayey Sand 58 Lot 59-5 Clayey Sand 38 Lot 76-5 Clayey Silt with Sand 109 Lot 77-5 Clayey Silt with Sand 106 ' Lot 87-5 Clayey Sand 42 Lot 88-5 Clayey Sand 50 Lot 105-5 Clayey Sand 53 Lot 106-5 Clayey Sand 53 Lot 108-5 Clayey Sand 74 Lot 113-5 Clayey Sand 74 Lot 122-5 Clayey Sand 55 ' 88-81-148-03 Convene ConsuHants Inland Empire LOT NO. SOIL DESCRIPTION EXPANSION INDEX Lot 44-3 Silty Sand 25 Lot 48-3 Silty Clay Lot 49-3 Clayey Silt (gouge) 127 Lot 52-3 Silty Sand 122 Lot 53-3 Silty Sand 60 Lot 54-3 Silty Sand No Swell Lot 55-3 Sandy Silt 56 Lot 56-3 Silty Sand 73 Lot 57-3 Silty Sand 47 ' Lot 59-3 Silty Sand 93 Lot 61-3 Silty Sand 16 Lot 62-3 Silty Sand 22 Lot 63-3 Sandy Silt 16 Lot 64-3 114 Silty Clayey Sand 20 Lot 65-3 Sandy Clay 20 Lot 68-3 Sandy Clay 75 Lot 70-3 Sandy Silt 77 Lot 71-3 Sandy Silt 14 ' Lot 72-3 Clayey Silt 9 Lot 100-3 107 Silty Clayey Sand 29 Lot 101-3 Silty Sand 29 ' Lot 102-3 Silty Sand 17 Lot 103-3 Silty Sand 19 Lot 104-3 Silty Sand 67 53 Lot 6-4 Sand ' Lot 9-4 Silty Sand with Mica 15 Lot 10-4 Silty Clayey Sand with Mica 29 27 Lot 16-4 Silty Sand ' Lot 32-4 Sand 14 Lot 34-4 Silty Sand 7 Lot 35-4 Clayey Sand, trace Mica' 14 Lot 36-4 Silty Sand with Mica No Swell Lot 38-4 Silty Sand 42 Lot 40-4 Silty Sand 25 ' Lot 41-4 Silty Sand 10 Lot 44-4 Sandy Silt 37 Lot 45-4 Sandy Silt 100 Lot 46-4 Silty Sand with Clay 99 28 Lot 47-4 Silty Sand Lot 48-4 Silty Sand 6 Lot 49-4 Silty Sand with Clay 35 Lot 50-4 Sandy Silt 86 Lot 51-4 Sandy Silt 108 Lot 54-4 Sandy Silt 113 98 ' 88-81-148-03 ' Convene COnyltants Inland Empire Resistance R-Value Test ' Bulk samples of soil were tested to determine the Resistance (R) value in accordance with State of California Standard Method 301-G. This test is designed to provide a relative measure of the soil resistance value for use in pavement design. Approximate locations of subgrade soils sampled for R-value tests are shown on the ' R-value Test Location Map. The results of the test are: ' Tract Resistance Sample Soil nRn Location Location Description ' Value Via Nanzo and ' 24133-1 Calle Novelda Silty Sand 35 ' Corte Benavente 24133-1 and Calle Novelda Clayey Sand 37 Corte Benavente Silty Sand, 24133-1 and Montelegro Street trace Clay 45 ' Via Guerro and Silty Sand, 24133-1 . Corte Algete trace Clay 31 ' 24133-2 Via Denzo Silty Sand and Amarita Way with Clay 28 ' Corte Pollensa 24133-2 Adj. Lot 42-2 Silty Sand ' 41 Via Caro and ' 24133-2 Corte Priego Silt Sand y 51 Calle Jeminez and 24133-4 Corte Salamenca Clayey Sand 36 ' 88-81-148-03 ' Converse COntnitente Inland Emplre Tract Resistance Sample Soil Rn Location Location Description Value Via Ray and 24133-3 Amarita Way Sand, trace Silt 1 43 Via Rami and ' 24133-3 Amarita Way Sand, trace Silt 44 24133-3 Via Ricci and Silty Sand, Amarita Way trace Clay 48 ' 24133-3 Corte Cabera and Camino Casillas Silty Sand 39 ' Camino Casillas ' 24133-3 Adj. Lot 57-3 Silty Sand 34 ' Corte Ballentine and 24133-5 Corte Colucci Silty Sand 51 Amarita Way Silty Sand 24133-5 Adj. Lot 6-5 trace Clay 35 ' Corte Albano' 241.33-5 Adj. Lot 105-5 Silty Sand 42 ' 24133-Final Corte Cardin and Silty Sand, Corte Almeria trace Clay 37 ' Corte Benitez 24133-Final Adj. Lot 31 Silty Sand 21 ' Calle Carabana and ' 24131-1 Via Maya Sand, trace Silt 42 88-81-148-03 ' C--wma Cancuhnnta Inland Empire 21 1'B5 - 18 19 20E 7a 71 7 � 77 73 55 70 8d 78 75 AMARITA Ay ld p' � f t] ]B i O 7• 57 tB e4 82 61 W 79 ♦ 3 2 t s t x 3 � 5 8 7 e p ��' 17 A/q ]3 51 19 d3 , 8 8 i 10 11 t2 3x ' 0 d2 ♦5 69 Id „10 9 8 CALLE t2 1J# ' 11 71 12 O'OEPN � 9 a 66 116 1 14 �' 15 i8 tU 9 ��S � 82 � Ut a8 Vq� '�t0 81 56 61 ^ � t 1 19 7 2B ' '] 40 49 N �O pg 62t % m 89 90 9t p2 1 f3q/ Zl 8 GN 50 IB 98 B7 % 65 � P 5, 59 A S 21 sl i] 6♦ 5 9 gp T1 pp ap, - i O� a 5 . 71 / � 21 M 91 � 81 6B ♦p � �, 7`15 85&8J 1C•' %� 1� ' 2b Sd 22 % BO 69 tl a i � 82 `YY t01 'N � y 55 a 93 Q� 79 1p d7 4 � „>e 79 e° 81 9FJ�Z �Ze �75 ' 2a� 40 „ K a51 32 Ot°D 77 72 LS `8`9 7 � 76 N 67 2j fY ]� aJ CAPtE ♦1 W 7i 3B 3)>6% O 8s 65 W J2 ' gt �3t ai�� a ♦9 a s a 5♦a 56 n se 59 c 7B � zB 1 i Fp 4]♦9 BALLENTINE ♦g & aeze1eo797en7c7s7♦ nn 1 1 xs CT 24 2 24 � t 19 eb t� 1 tt t u t t 1 t t m,a J 23 < O xa 52 St AO< 37 at F � 1% ♦ 22 16 5p Q LEggR a0 ♦0 p 88 • RTE ALBµO 5 21 5 ' t` � ® M%%,� ♦9 tl a]tl0 A O � LO1106 107 10� 18 16 8 4g,y0 �V 13 � CORTE 87 N� • % 9t 1 1W 1p 15 @f ] 20 t2 81 �81 A 7i Rq/p 76 �99 p5% 97 xl IJ � 9 1B ]534 as 10 17 tB m z. n 16 8 e W7071 n 9% II �3t 7029% ?7%3 114 ld O VIA BABPY %% , i ai ,zt ,a ryl9 ,3 9 ' 6 tattpO ' tx i>t % 67� 00 1 12 3' 95 5 ui i9 0 ,a itl� to s � 71 76 77 ft A g 2 O Il 9d ♦ ,a a CORTE C n "n ♦ 04' 10 O� 95 t , n G� � is FA t2 11 io 7 98 11 a� ,t0 CA a 9< �a 56 82 w u� 58 1 3p 31 32 6 100 JJ m LlE % u n 1¢ 18 33 5 Yp �a 9r 9 4 % ,0 56 17 28n EpR % d N tl , 1a 99 51 79 � tp a B J 2 � 69 a a � < % ♦a CO=/ 5 70 22 28 31 �� 41 5� ,0 52 Oa 21 U a 19 22 a p, 71 21 � >o � ag v 61 7a 1ie 51 O VIA dt IB 24 72 a19 /.W 4 n is a qp 17 Y4 25 ' 73 pqp % OP b g Tl 1S0 ��S 18 r 85 op ]a OJ to O a0 ¢ � 'ro qr ut d9 L1 15 0pd Bd � eM i0 /f iS 17 al O � � itl f tII N M er 88 59 75 Ual� Bt5 ♦ 3 CORE O II ss w � 1,9' A7 ♦5 i 14 UT 97 92 B1 80 5B ,,S 1 2t1 0 9 ALCETE IA i � 17�r 80 78 75 7B ' 73 7 2 3 e 7 e 5 ♦ ,tl ,py t2 Yi♦CO 76 c d5d6 5d Yit 5 a �1 `W' Be 72 O g04q V 47 5352 O 8 V 90 9 Ur 7, e� B7 62 0 0 ' n �♦„ aB 51 o mot' d9 e 2a 7 COR 91 69 p�� 64 80 10 EXPLANATION . 4, �� Bs 59 m zz J ' 11t0 APPROXIMATE LOCATION OF BULK e d 92 se s6 sB 77 c SAMPLE FOR R—VALUE TEST '\ 5 " fi7 ' R-VALUE TEST LOCATION MAP PALOMA DEL SOL MASTER COMMUNITY Project No. ' Temecula, California 88-81-148-W for: Mesa Homes Figure No. Converse Consultants Inland Empire APPENDIX A UNIFIED SOIL CLASSIFICATION ' COBBLES GRAVEL SAND COARSE FlNE COARSE MEDIUM FlNE SILT OR CLAY U.S. SIEVE SM IN INCITES U.S. STANDARD SMNE No. HIDROAOsTER 100 3 3/4 3/8 4 10 20 40 e0 140 200 ' 0 80 ' x 20 t� x t w 60 > ran 40 z ' z a E- F w40 a a 60 z ' w w a w a 20 80 0 ' 103 10 10 1 100 GRAIN SIZE IN MILLIMETER 162 10-3 ' SYMBOL BORING _ DESCRIPTIpN ' O CURVE ;J7 SILTY SAND(SM) ❑ CURVE #8 SILTY SAND(SM) CURVE 19 CLAYEY SAND(SC) ' O CURVEJ11 SILTY SAND(SM) ' GRAIN SIZE DISTRIBUTION PALOMA del SOL Master Plan Community, Tract 24133 Temecula, Caulomia - Project No. -tor. Mesa Homee e8-81-148-03 Converse Consultants Inland Empire Figure No. A - 1 1 UNIFIED SOIL CLASSIFICATION COBBLES GRAVEL SAND SILT OR CLAY COARSE RNE COPRSE MEDIUM I RNE ' U.S. SIEVE SIZE IN INCHES U.S. STANDARD SIEVE No, HYDRONETER 3 3/4 3/8 4 10 20 40 00 140 200 100 0 ' 80 20 x x 60 40 A ' z z U2 a w x w40 60 z 0. w P. ' 20 80 0 100 103 10a 10 1 10 ' lC-2 1(T9 GRAIN SIZE IN MILLIMETER ' SYMBOL BORING DESCRIPTION O CURVEP2 CLAYEY SAND(SC) ❑ CURVE#13 SILTY SAND(SM) ' L CURVEJ14 SILTY SAND(SM) Q CURVE#15 CLAYEY SAND(SC) . ' GRAIN SIZE DISTRIBUTION PALOMA del SOL Master Plan Community, Tract 24133 Project No. ' Temecula, California 88-81-148-03 for: Mesa Homesomea Converse Consultants Inland Empire Figure No. A =2 UNIFIED SOIL CLASSIFICATION COBBLES GRAVEL SAND COARSE FlNE COARSE MEDIUM I FINE SILT OR CLAY ' U.S. SIEVE SIZE IN INCHES U.S. STANDARD SIEVE No. HYDROMETER 100 3 3/4 3/8 4 10 20 40 60 140 200 0 ' E- so 20 F x w 3 so M 40 z w a w 40 80 E- U W � U W 0: a w w 20 80 O 100 10s 10x 10 1 10-1 1(T1 1 T, GRAIN SIZE IN MILLIMETER ' D PTH SYMBOL BORING ft DESCRIPTION ' O CURVE#16 SANDY CLAY(SC) ❑ CURVE/17 CLAYEY SILT(ML) CURVE#18 CLAYEY SAND(SC) CURVE#19 SILTY SAND(SM) ' GRAIN SIZE DISTRIBUTION PALOMA del SOL Master Plan Community, Tract 24133 Temecula, Calfornle Project No. ' for Mesa Homes 88-81-148-03 Converse Consultants Inland Empire Figure No. A - 3 ' 140 130 CD ' U 120 a 100 PERCE ATURATION z SPECIFIC RA Y = 2.70 ' x c7 110 E- r rx A 100 1 ' 90 1 ' 80 0 5 10 15 20 MOISTURE CONTENT IN PERCENT SAMPLE DEPTH TEST OPTIMUM MAXIMUM DRY SYMBOL LOCATION (ft) DESCRIPTION METHOD MOISTURE (a) DENSITY (pef) ' O CURVE #1 10-11 SAND(SP),trace silt ASTM D-1557 6.6 135.5 ❑ CURVE #2 02-04 SILTY SAND(SM),trace grav ASTM D-1557 8.2 131.8 o CURVE #3 05-07 SAND(SP) ASTM D-1557 9.9 114.2 0 CURVE #4 22-24 SILTY SAND(SM) ASTM D-1557 15.0 118.3 s? CURVE #5 47-48 SANDY SILT(ML) ASTM D-1557 11.2 128.2 COMPACTION TEST PALOMA del SOL Master Plan Community, Tract 24133 Project No. Temecula, California for: Mesa domes 88-81-148-03 Converse Consultants Inland Empire FSgure No. A _ 4 140 ' 135 ' a 130 100 PERCENT SATURATION z SPECIFIC GRAVITY = 2.70 t H x 125 C4 A 120 (V 115 ' 110 0 5 10 15 20 MOISTURE CONTENT IN PERCENT 1 SAMPLE DEPTH TEST OPTIMUM MAXIMUM DRY SYMBOL LOCATION (ft) DESCRIPTION METHOD MOISTURE (s5) DENSITY (pef) O CURVE 16 SAND(SP),fine to coarse D1557-78 11.0 119.3 ❑ CURVE #7 SILTY/CLAYEY SAND(SM/SC) 01557-78 12.7 119.7 ' 6 CURVE #8 SILTY SAND(SM) 01557-78 8.5 134.0 0 CURVE #9 CLAYEY SAND(SC) D1557-78 7.9 129.5 tr CURVE #10 SILTY SAND(SM) D1557-78 8.2 129.3 COMPACTION TEST PALOMA del SOL Master Plan Community, Tract 24133 Project No. ' Temecula, California for. Mesa Homes 88-81-14B-03 Converse Consultants inland Empire Figure No. A - 5 140 ' 135 1 ' 04 130 z 100 PERCENT SATURATION F SPECIFIC GRAVITY = 2.70 ' x 125 ' rx A 1zo 1 115 ' 110 0 5 10 15 MOISTURE CONTENT IN PERCENT 20 ' SYMBOL LAMP DEPTH ON (ft) DESCRIPTION TEST OPTIMUM MAXIIIU1f DRY METHOD MOISTURE (a) DENSITY (pet) ' CURVE11 SILTY SAND(SM) D1557-78 CURVE #12 CLAYEY SAND(SC) 9.1 132.4 0 CURVE13 SILTY SAND(SM) 01557-78 10 1 129 1 ' 0 CURVE #14 SILTY SAND(SM) 01557-7g g D1557-78 8.2 115.1 9 131.9 CURVE15 CLAYEY SAND(SC) D1557-78 8.3 133.1 COMPACTION TEST PALOMA del SOL Master Plan Community, Tract 24133 Temecula, California - ' for: Mesa Homes Project No. 88-81-148-03 Converse Consultants Inland Empire Figure No. A - 6 1 140 ' 135 1 chi 130 ' a Z 100 PERCENT SATURATION E SPECIFIC GRAVITY = 2.70 ' x 125 a a 120 1 115 1 ' 110 0 5 10 15 MOISTURE CONTENT IN PERCENT 20 ' SYMBOL SAMPLE DEPTH DEPTH (ft) DESCRIPTION TEST OPTIMUM MAXIMUM{ DRY METHOD MOIS_ T=59) DENSITY (p,f) ' 0 CURVE 11 0 CURVE � SANDY CLAY(CL) D1557-78 17 CLAYEY SILT(ML) 14.1 119.1 o CURVE18 01557-78 141 CLAYEY SAND(SC) . 118.2 ' 0 CURVE J19 CLAYEY SAND(SC) 01557-78 9.2 127.1 D 1557-78 10.8 124.8 ' COMPACTION TEST PALOMA del SOL Master Plan Community, Tract 24.133 Temecula, California tor. Mesa Homes Project No. ' 88-81-148-03 Converse Consultants Inland Empire ' Figure No. A _ 7 ' 4.0 x z w 2.0 F ' x 0 2.0 4.0 6.0 8.0 NORMAL STRESS IN KSF 10.0 4.0 w z a 2.0 H U 0 . 1 .2 .3 .4 .5 HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE CURVE 17 DEPTH (ft) DESCRIPTION SILTY/CLAYEY SAND(SM/SC) * STRENGTH INTERCEPT (ksf) : 1.t 1 D FRICTION ANGLE (degree) , . 44.4 (PEAK STRENGTH) * (PEAK STRENGTH) Remolded at optimum moisture content to go% Of the laboratory maximum dry density SYMBOL MOISTURE DRY DENSITY VOID NORMAL PEAL{ ' RESIDUAL CON ENT (Pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf) 0 12.9 106.9 0 11.8 108.1 .558.5 .50 1.56 1.01 11.4 1.00 2.14 1.66 .5 41 t 09.6 41 2.00 3.05 2.40 DIRECT SHEAR TEST PALOMA del SOL Master Plan Community, Tract 24133 Temecula, California Project No. for Mesa Homes 88-81-148-03 Converse Consultants inland Empire Figure No. A - a --------------- ' 4.0 x z w 2.0 a F ' .0 0 2.0 4.0 6.0 8.0 NORMAL STRESS IN KSF 10.0 4.0 w ' z 1 � 2.0 F 1 � ' .o 0 .2 .3 •4 .5 HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE : CURVE 19 DEPTH (tt) ; DESCRIPTION : CLAYEY SAND ' STRENGTH INTERCEPT (ksf) .644 FRICTION ANGLE (degree) 47.7 (PEAK STRENGTH) t Remolded at optimum moisture content to 90% (PEAK STRENGTH) ' of the laboratory maximum dry density MOISTURE DRY DENSITY VOID SYMBOL CONTENT ( NORMAL PEAK RESIDUAL ' sa) (__(pc RATIO STRESS (ksf) SHEAR SHEAR (ksf) O 7.5 117.9 .413 .50 ' O 5.6 120.0 .385 1.00 1.15 180 .87 7.1 118.3 . 1.44 .409 2.00 2.82 2.21 ' DIRECT SHEAR TEST PALOMA del SOL Master Plan Community, Tract 24133 Temecula, California for. Mesa Homes project No. 88-81-148-03 Converse Consultants inland Empire Figure No. A - 9 ' 4.0 En rT z ' w 2.0 F I � 0 2.0 4.0 6.0 8.0 10.0 t NORMAL STRESS IN KSF 4.0 w z 2.0 H 1 � ' o 0 .1 .2 .3 .4 .5 ' HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE CURVE #11 DEPTH (ft) DESCRIPTION SILTY SAND(SM) • ' STRENGTH INTERCEPT (ksf) .972 FRICTION ANGLE (degree) 37.9 (PEAK STRENGTH) (PEAK STRENGTH) i Remolded at optimum moisture content to 90% ' of the laboratory maximum dry density MOISTURE DRY DENSITY VOID ' SYMBOL CONTENT (s) NORMALPEAK RESIDUAL RATIO(pcf) STRESS (ksf) SHEAR (ksf) SHEAR (ksf) O 1.1 127.7 305 .50 ' 0 6.2 121.5 371 1.00 1.32 .91 . 7.2 120.3 .371 1.81 1.42 2.00 2.51 2.23 DIRECT SHEAR TEST ' PALOMA del SOL Master Plan Community, Tract 24133 Temecula, California' Project No.for. Mesa Homee 88-81-148-03 Converse Consultants Inland Empire Figure No. a - 10 t 4.0 x ' _z w 2.0 ' a F to 1 .0 .0 2.0 4.0 6.0 8.0 10.0 ' NORMAL STRESS IN KSF 4.0 x z 2.0 H o oi I .0 1 .2 .3 .4 ,5 HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE : CURVE J14 DEPTH (ft) ' DESCRIPTION : SILTY SAND(SM)• STRENGTH INTERCEPT (kst) 1.076 (PEAK STRENGTH) FRICTION ANGLE (degree) 49.2 (PEAK STRENGTH) t Remolded at optimum moisture content to 00% of the laboratory maximum dry density MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL SYMBOL CONTENT (z (Pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf) O 10.3 101.5 .642 .50 1.46 1.06 ' 0 8.5 103.7 .607 1.00 2.53 1.64 0 8.9 103.4 .612 2.00 3.30 2.46 ' DIRECT SHEAR TEST PALOMA del SOL Master Plan Community, Tract 24133' Project No.Temecula, Calitomia for. Mesa Homes 88-81-148-03 ' Converse Consultants Inland Empire- Figure No. A - 11 4.0 z w 2.0 F 0 0 2.0 4.0 6.0 8.0 10.0 ' NORMAL STRESS IN KSF 4.0 w x ' z to ' a 2.0 F. 0 0 .1 .2 .3 4 .5 HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE BULK #15 DEPTH (ft) DESCRIPTION CLAYEY SAND(SC)• ' STRENGTH INTERCEPT (ksf) 1.231 FRICTION ANGLE (degree) 39.2 (PEAK STRENGTH) t (PEAK STRENGTH) Remolded at optimum moisture content to 9 0% ' of the laboratory maximum dry density MOISTURE DRY DENSITY VOID NORMAL ' SYMBOL CONTENT(z) (pcf) RATIO STRESS (kst) SHE_ PEA(ksf) SHRESIDUAL EAR (ksf) O 7.6 119.8 .390 7.5 119.7 .392 .50 1.46 1.23 1.00 � 9.7 117.6 433 2.31 1.94 . 2.00 2.77 2.45 DIRECT SHEAR TEST PAIOMA del SOL Master Plan Community, Tract 24133 Temecula, California' Project No.for. Mesa homes 88-81-148-03 Conve►se Consultants Inland Emplre Figure No. A - 12 1 4.0 w 2.0 x .0 2.0 4.0 6.0 6.0 10.0 NORMAL STRESS IN KSF 4.0 m z I 1 In 2.0 H ' 0 0 .1 .2 .3 .4 .5 HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE : CURVE J16 DEPTH (ft) DESCRIPTION : CLAYEY SAND* STRENGTH INTERCEPT (ksf) .473 (PEAK STRENGTH) FRICTION ANGLE (degree) 39.1 (PEAK STRENGTH) ' * Remolded at optimum moisture content to 90% of the laboratory maximum dry density MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL SYMBOL CONTENT (z) (pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf) O 15.4 105.4 .560 .50 .60 .77 t 0 14.0 106.5 .561 1.00 1.40 1.39 14.3 106.3 .565 2.00 2.06 2.02 DIRECT SHEAR TEST PALOMA del SOL Master Plan Community, Tract 24133 Project No. Temecula, California for. Mesa Homes 88-81-148-03 Converse Consultants Inland Empire Figure No. A - 13 ' 2.0 _TT �" I I x z w 1.0 ' E In .0 1.0 2.0 3.0 4.0 5.0 NORMAL STRESS IN KSF 2.0 1) z 1 .0 H d 0 .1 .2 .3 .4 .5 HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE : CURVE #17 DEPTH (ft) ' DESCRIPTION : CLAYEY SILT(ML)+ STRENGTH INTERCEPT (ksf) .927 (PEAK STRENGTH) FRICTION ANGLE (degree) 18.0 (PEAK STRENGTH) ' t Remolded at optimum moisture content to 90% Of the laboratory maximum dry density ' MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL SYMBOL CONTENT (sg) (pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf) O 14.5 106.3 .568 .50 1.02 .88 ' 0 14.3 106.8 .559 1.00 1.36 1.25 0 15.1 105.6 .575 2.00 1.54 1.50 ' DIRECT SHEAR TEST PALOMA del SOL Master Plan Community, Tract 24133 Project No. - ' Temecula, California for. Mesa Homes 88-81-148-03 Converse Consultants Inland Empire• Figure No. A - 14 LOAD IN HIPS PER SQUARE FOOT 010 � i 10 102 .799 2 ' F" .763 tx7 W x z 4 w .727 ¢¢O L) PC ' z W 6 q .891 7 1 w a ' 8 .866 10 .919 BORING CURVE //7 DESCRIPTION SILTY SAND(SM) MOISTURE DRY DENSrrY CONTENT (p PERCENT VOID SATURATION RATIO ' INITIAL 4.9 FINAL 109.2 19 .799 24.9 10 . 100 ' .777 Note: Solid circles indicate readings after addition of water CONSOLIDATION TEST PALOMA del SOL Master Plan Community, Tract 24133 Temecula, California' Project No.for. Mesa Homes 88-81-148-03 Converse Consultants Inland Empire Figure No. A - 15 LOAD IN HIPS PER SQUARE FOOT ' 010 t 1 10 102 432 t 2 404 C7 w x z 4 ' w 375 � O U z U 6 .346 7 a w a 8 .ate ' to 289 ' BORING CURVE #9 DESCRIPTION CLAYEY SAND(SC) ' MOISTURE DRY DENSITY PERCENT VOID CONTENT (sa) (pcf) SATURATION RATIO INITIAL 7.6 117.8 48 .432 FINAL 13.4 120.3 90 .402 ' Note: Solid circles indicate readings after addition of water ' CONSOLIDATION TEST PALOMA del SOL Master Plan Community, Tract 24133 Project No. Temecula,California for. Mesa Homes 88-81-148-03 Converse Consultants Inland Empire Figure No. A - 16 LOAD IN HIPS PER SQUARE FOOT ' 010' 1 10 2 10 .838 t 2 .603 x W x z ' 4 .670 O t U H A W 8 .538 9 U a w a '. 8 .506 10 .472 ' BORING CURVE #11 DESCRIPTION SILTY SAND(SM) MOISTURE DRY DENSITY PERCENT VOID ' CONTENT (sa) (Pcf) SATURATION RATIO INITIAL 13.0 114.5 61 .636 ' FINAL 20.8 115.3 100 .624 Note: Solid circles indicate readings after addition of water . , CONSOLIDATION TEST PALOMA del SOL Master Plan Community, Tract 24133' Project NO.Temecula, California for. Mesa Homes '88-81-148-03 ' Converse Consultants Inland Empire Figure No. A - 17 ' LOAD IN HIPS PER SQUARE FOOT 010 � 1 t 10 102 .885 2 ' F .632 W z 4 f4 ' C7 .599 O U q w s A a .585 > W P. a .632 >.o ' .499 BORING CURVE #14 DESCRIPTION SILTY SAND(SM) MOISTURE DRY DENSITY CONTENT PERCENT VOID (Pei) SATU�N RATIO ' INITIAL 13.2 FINAL 101.3 54 .655 21.7 103.7 94 .627 ' Note: Solid circles indicate readings after addition of water ' CONSOLIDATION TEST PALOMA del SOL Master Plan Community, Tract 24133 Temecula, Call/orr,la' Project No.tor. Mesa Homan 88-81-148-03 Converse Consultants Inland Empire Figure No. A - IS LOAD IN HIPS PER SQUARE FOOT _1010-' 1 IOIT M 102 .582 1 .505 F x x z _2 w .448 0 U 0. z a U 2 .391 > rz w a a .334 ' 10 .278 ' BORING CURVE #15 DESCRIPTION CLAYEY SAND(SC) ' MOISTURE DRY DENSITY PERCENT VOID CONTENT (ss) (Pcf) SATURATION RATIO INITIAL 7.1 120.5 47 .420 FINAL 14.8 121.5 100 .408 Note: Solid circles indicate readings after addition of water ' CONSOLIDATION TEST PALOMA del SOL Master Plan Community, Tract 24133' Project No.Temecula, California Ion Mesa Homes 88-81-148-03 Converse Consultants Inland Empire Figure No. A - is 1 LOAD IN KIPS PER SQUARE FOOT 010 t 1 10 101 880 2 .827 x W x , ' 4 .594 O U F La W 6 .581 > U a w a .628 1 ' 10 .494 ' BORING CURVE #16 DESCRIPTION SANDY CLAY(SC) t MOISTURE DRY DENSITY PERCENT VOID CONTENT (ss) (Pcf) SATURATION RATIO INITIAL 13.2 107.4 57 .660 FINAL 21.4 110.5 100 .614 Note: Solid circles indicate readings after addition of water CONSOLIDATION TEST PALOMA del SOL Master Plan Community, Tract 24133 Project No. ' Temecula, California for. Mesa Homes 88-81-148-03 Converse.Consultants Inland Empire Figure No. A - 20 ' LOAD IN HIPS PER SQUARE FOOT -1010 1 10 102 .782 -8 ' .717 W ' x z -z 852 O u 6 ' a _W .568 �. a ' 6 - .523 t ' 10 .458 BORING CURVE #17 DESCRIPTION : CLAYEY SILT(ML) ' MOISTURE DRY DENSITY CONTENT �Pef) SATURATION PERCENT VOID SATU�N RATIO INITIAL 13.4 FINAL 21.9 107.3 107.9 60 100 .620.612 Note: Solid circles indicate readings after addition of water CONSOLIDATION TEST PALOMA del SOL Master Plan Community, Tract 24133 Temecula, Callfomia ' for: Mesa Homes Project No. 88-81-148-03 Converse Consultants Inland Empire ' Figure No. A - 21 KRUEGER ENTERPRISES, INC. ' GEOCHRON LABORATORIES DIVISION 24 BLACKSTONE STREET.CAMORIGGE.MASSACHUSETTS02139.16171876-3691 ' RADIOCARBON AGE DETERMINATION REPORT OF ANALYTICAL WORK Our Sample NO. GX-16199 Date Received: 10/24/90 Your Reference: letter of 10/17/90 Date Reported: 11/24/90 Submitted by: Mark Schluter C .C .W. 3393 East Foothill Boul . Suite A Pasadena , CA 91107-3112 Sample Name: 19-24133-1 . ' Organic matter . AGE = Greater than 42,000 C-14 years BP (C-13 corrected ) . ' Description: Sample of organic matter from soil . Pretreatment: The entire sample was dispersed in a large volume of water and the clays and organic matter were eluted away from ' any sand and silt by sedimentation and decantation . The clay/organic fraction was then treated with hot dilute HC1 to remove any carbonates . It was then filtered , washed , dried , and roasted in oxygen to recover carbon dioxide from the organic matter for the analysis . Comment: No C-14 activity was detected , and the sample may be much older than the limit reported above . 613C'PDB = -27. 8-L, Notes: This date is based upon the Libby half life(5570 years)for 11C.The error stated is ttoas judged by the analytical data alone. Our modern standard is 95% of the activity of N.B.S. Oxalic Acid. ' The age is referenced to the year A.D. 1950. r r - 1 r rAPPENDIX B SUMMARY OF FIELD DENSITY TESTS r r r r r r r r r r r88-81-148-03 MEADOW WEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (it) Density Content (%) Type (%) C0001 4.10.90 Tract 24133.4, Lot 9.4 1194.0 0.0 120 7.4 5 94 00002 " Lot 17.4 1195.0 0.0 117 10.7 5 91 00003 " Lot 8-4 1203.0 2.0 118 10.8 5 92 C0004 " Lot 14.4 1196.0 2.0 116 8.5 5 90 C0005 " Lot 18-4 1205.0 2.0 118 8.2 5 92 C0006 " Lot 15-4 1199.0 2.0 117 10.9 5 91 00007 Lot 12.4 1195.0 2.0 118 10.6 5 92 00008 " Lot 11-4 1200.0 2.0 118 10.2 5 92 00009 Lot 19-4 1200.0 4.0 119 10.1 12 92 00010 " Amerita Way, Adj. Lot 19.4 1204.0 4.0 117 9.5 12 91 00011 " Lot 12-4 1199.0 4.0 119 10.7 12 92 C0012 " Lot 16-4 1199.0 4.0 120 11.1 12 93 00013 " Lot 17.4 1199.0 4.0 112 14.9 17 95 ' C0014 " Amerita Way, Adj. Lot 18-4 1204.0 3.0 113 15.2 17 95 00015 " Lot 15-4 1200.0 6.0 121 9.0 10 93 C0016 " Lot 13.4 1199.0 6.0 118 8.8 12 91 00017 " Amerita Way, Adj. Lot 11-4 1199.0 4.0 119 9.9 12 92 ' C0018 " Lot 10-4 1200.0 6.0 119 10.8 12 92 00019 " Lot 8.4 1203.0 6.0 121 10.2 12 93 00020 " Lot 9-4 1203.0 6.0 120 11.0 12 93 00021 4-11-90- Tract 24133-4, Lot 21-4 1199.0 0.0 124 7.0 15 93 00022 " Lot 23.4 1201.0 0.0 117 9.7 9 90 00023 " Amerita Way, Adj. Lot 23-4 1203.0 2.0 118 6.0 9 91 ' C0024 " Lot 22-4 1205.0 5.0 113 9.7 6 94 C0025 " Lot 20.4 1205.0 5.0 110 10.7 6 92 00026 " Lot 15-4 1202.0 7.0 119 11.0 12 92 00027 " Lot 12.4 1201.0 6.0 120 9.5 12 93 ' C0028 " Lot 21-4 1207.0 8.0 123 9.3 10 95 00029 " Lot 19-4 1207.0 11.0 121 10.2 12 93 C0030 " Lot 9.4 1205.0 8.0 120 10.4 12 93 ' C0031 4-19-90 Tract 24133-4, Lot 9-4 1204.0 10.0 117 8.6 10 90 00032 " Lot 15.4 1204.0 10.0 108 12.2 7 90 C0033 Lot 22-4 1209.0 10.0 116 9.7 10 90 ' 00034 " Lot 19-4 1209.0 14.0 110 11.1 7 92- 00035 " Amerita Way, Adj. Lot 22.4 1204.0 3.0 117 11.1 10 90 C0036 " Lot 17-4 1209.0 14.0 114 11.7 7 95 C0037 " Lot 12-4 1205.0 11.0 122 9.7 10 94 00038 4-25-90 Tract 24133-1, Lot 75-1 1139.0 0.0 123 7.8 10 95 00039 " Lot 80-1 1145.0 0.0 119 8.6 10 91 C0040 " Corte Almeria, Adj. Lot 77 1143.0 0.0 122 9.7 10 94 ' C0041 Lot 77 1145.0 2.0 121 10.1 10 93 00042 Lot 74 1140.0 2.0 120 8.1 10 92 C0043 " Lot 78 1144.0 3.0 118 7.0 10 91 MEADOW WEST / MESA HOMES Project Number! 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (it) Density Content (%) Type (%) ................................................................................................. ' C0044 4-25-90 Tract 24133, Lot 79 1146.0 2.0 - 115 7.5 12 88 00045 " Lot 75 1144.0 4.0 121 9.4 12 94 C0046R " Retest for C0044 1146.0 2.0 121 9.3 12 93 ' 00047 5-01-90 Tract 24133, Slope, Adj. Lot 56 1130.0 2.0 117 8.6 9 90 C0048 " Lot 53 1126.0 2.0 120 9.3 9 92 00049 " Lot 147-1 1128.0 2.0 118 9.7 9 91 00050* " Lot 144-1 1131.0 2.0 122 8.7 9 94 00051* " Slope, Adj. Lot 142.1 1141.0 6.0 125 9.5 9 96 C0052 " Lot 74 1141.0 2.0 121 10.0 2 93 C0053 " Lot 77 1145.0 2.0 114 8.3 9 87 ' 00054R " Retest for 00053 1145.0 2.0 117 9.6 9 90 00055 Lot 59 1135.0 6.0 119 8.3 9 92 00056 " Lot 64 1141.0 6.0 117 9.7 9 90 00017 " Lot 57 1133.0 4.0 121 8.9 9 93 C0058 " Lot 141-1 1137.0 6.0 122 8.3 9 94 C0059* " Lot 60 1136.0 4.0 122 9.0 9 94 00060* " Lot 78-1 1135.0 6.0 124 9.0 9 95 ' C0061 " Lot 76-1 1136.0 6.0 122 9.1 9 94 00062 " Lot 13 1139.0 4,0 122 10.7 9 94 00063 " Lot 80 1149.0 4.0 119 8.5 9 92 ' C0064 ° Corte Almeria, Adj. Lot 2 1149.0 4.0 119 8.2 9 92 00065 Slope Adj. Lot 80 1149.0 4.0 117 9.8 9 90 00066 Slope Adj. Lot 75 1144.0 4.0 114 9.9 9 88 C0067R " Retest for C0066 1144.0 4.0 122 9.5 9 94 ' 00068 5-02-90 Tract 24133, Greenbelt, Adj. Lot 43 1123.0 0.0 120 9.2 9 92 C0069 Greenbelt, Adj. Lot 44 1119.0 0.0 118 8.9 9 91 C0070 " Slope, Adj. Lot 46 1116.0 0.0 118 8.8 9 91 00071* " Lot 50 1122.0 2.0 126 8.5 9 97 C0072* " Greenbelt, Adj. Lot 154-1 1118.0 2.0 123 9.0 9 95 C0073 " Corte Almeria, Adj. Lot 46 1119.0 2.0 109 7.4 9 84 ' C0074R " Retest for C0073 1119.0 2.0 120 7.2 9 92 00075 " Lot 43 1124.0 2.0 119 8.0 9 92 C0076 " Via Rojas and Montelegro St. 1123.0 2.0 118 8.2 9 91 C0077 " Lot 49 1121.0 2.0 123 7.6 9 95 C0078 No Test C0079 " Tract 24133.3, Lot 16-3 1182.0 0.0 120 9.7 12 92 C0080 " Corte Cabrera, Adj. Lot 23-3 1178.0 0.0 118 11.2 12 91 ' 00081 " Lot 95-3 1172.0 0.0 117 10.7 12 90 00082 " Lot 26-3 1172.0 0.0 122 9.1 12 94 C0083 " Lot 93-3 1172.0 0.0 116 11.9 12 90 00084 Lot 18-3 1177.0 2.0 120 10.6 12 93 ' C0085 " Lot 97-3 1187.0 2.0 120 9.9 12 92 00086 " Lot 21-3 1187.0 2.0 120 10.1 12 93 ' MEADOW WEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (it) Below Test (ft) Density Content (%) Type (%) ' 00087 5.02.90 Corte Cabrera, Adj. Lot. 16.3 1185.0 2.0 119 9.3 12 91 00088 " Corte Cabrera, Adj. Lot 16-3 1183.0 2.0 119 10.7 12 92 C0089 5-07-90 Tract 24133, Slope Adj. Lot 155-1 1122.0 8.0 123 8.2 9 94 C0090 " Greenbelt, Adj. Lot 155.1 1122.0 6.0 122 7.7 9 94 00091 " Lot 47 1123.0 7.0 122 6.8 9 94 C0092 " Lot 45 1123.0 5.0 124 7.4 9 96 ' C0093 " Greenbelt, Adj. Lot 45 1123.0 5.0 120 6.4 9 93 C0094 " Lot 153.1 1122.0 6.0 118 7.5 9 91 00095 " Montelegro St., Adj. Lot 156-1 1122.0 5.0 117 8.0 9 90 00096 " Slope, Adj. Lot 155.1 1122.0 7.0 121 6.7 9 93 ' C0097 5-08-90 Slope, Adj. Lot 151-1 1120.0 1.0 123 7.2 9 95 C0098 " Slope, Adj. Lot 152-1 1120.0 3.0 121 7.0 9 93 00099 " Slope, Adj. Lot 155-1 1120.0 10.0 124 8.4 9 96 C01oo Greenbelt, Adj. Lot 155-1 1132.0 1.0 123 8.1 9 95 C01ol " Lot 155.1 1120.0 7.0 125 8.4 9 96 C0102 " Greenbelt, Adj. Lot 44 1122.0 2.0 116 6.1 9 89 ' C0103R " Retest for C0102 1122.6 2.0 122 7.8 9 94 C0104 " Montetegro St. near Via Rojas 1124.0 4.0 120 6.9 9 92 C0105* " Via Rojas St., Adj. Lot 41 1129.0 1.0 117 8.0 9 90 C0106* Montelegro St. 1131.0 1.0 117 8.5 9 91 C0107* " Greenbelt, Adj. Lot 43 1125.0 1.0 121 8.3 9 93 C0108 " Corte Almeria, Adj. Lot 48 1122.0 1.0 121 7.7 9 93 C0109 Lot 46 1122.0 6.0 120 7.9 9 92 ' C0110 5-09-90 Greenbelt, Adj. Lot 1-1 1113.0 1.0 122 7.4 9 94 C0111 " Greenbelt, Adj. Lot 157.1 1109.0 1.0 120 8.7 9 92 C0112 " Lot 157-1 1114.0 1.0 122 9.2 9 94 C0113 " Tract 24133-5, Lot 14.5 1159.0 2.0 101 19.0 16 84 C0114 " Lot 122-5 1174.0 1.0 115 16.1 16 83 C0115 " Lot 2-5 1175.0 1.0 118 16.9 16 85 C0116 5-10-90 Tract 24133, Greenbelt Adj. Lot 43 1127.0 4.0 121 8.2 8 90 ' C0117 to Greenbelt, Adj. Lot 45 1124.0 4.0 120 7.2 9 92 C0118 " Lot 46 1121.0 4.0 118 7.1 9 91 C0119 Lot 45 1122.0 4.0 122 6.3 8 91 ' 10120 " Greenbelt, Adj. Lot 44 1125.0 4.0 121 6.8 8 90 C0121R 5-14-90 Retest for C0113 1159.0 2.0 109 15.3 16 92 C0122R " Retest for C0114 1174.0 1.0 109 16.1 16 91 C0123R " Retest for C0115 1175.0 1.0 110 15.5 16 92 ' C0124 Lot 15-5 1167.0 4.0 107 16.7 16 90 C0125 Lot 16.5 1167.0 4.0 109 16.9 16 92 C0126 " Lot 4.5 1175.0 4.0 107 15.0 16 90 ' C0127 " Corte Almeria, Adj. Lot 6.5 1175.0 6.0 107 17.3 16 90 C0128* " Corte Almeria, Adj. Lot 3.5 1179.0 4.0 123 11.0 12 95 C0129* " Lot 15.5 1169.0 4.0 Ill 10.0 7 93 MEADOW WEST / MESA HOMES Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate FieLd Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) -------------------------------------------------------------------------------------------------------------------------------- 00130 5.14.90 Tract 24133.5, Lot 13.5 1165.0 4.0 116 10.0 12 90 C0131 Lot 13-5 1161.0 10.0 109 15.8 16 92 C0132 " Greenbelt, Adj. Corte Almeria 1159.0 3.0 115 10.0 12 90 C0133 Lot 11.5 1158.0 5.0 116 10.5 12 90 C0134 " Greenbelt, Adj. Corte Almeria 1158.0 6.0 ill 10.6 16 93 C0135 Corte Almeria, Adj. Lot 92-5 1159.0 8.0 115 11.0 16 96 ' C0136 11 Lot 10.5 1171.0 11.0 114 11.7 16 96 C0137 Lot 14.5 1170.0 7.0 109 8.0 16 92 C0138 " Lot 9-5 1173.0 7.0 112 10.3 16 94 C0139 " Corte Albano, Adj. Lot 16-5 1180.0 10.0 110 10.3 16 92 ' C0140 Lot 5-5 1181.0 5.0 109 11.6 16 92 C0141 " Lot 16-5 1178.0 11.0 112 11.0 16 94 C0142 " Corte Almeria, Adj. Lot 15-5 1176.0 5.0 110 11.1 16 93 C0143 Lot 19-5 1174.0 10.0 107 9.8 16 90 C0144* Lot 14-5 1174.0 8.0 126 10.0 13 95 C0145 Greenbelt, Adj. Lot 23-5 1168.0 14.0 111 11.0 16 93 ' C0146 " Via Rivas, Adj, Lot 12-5 1166.0 15.0 119 10.0 13 90 C0147 " Greenbelt, Adj. Lot 22-5 1.165.0 12.0 117 9.0 12 90 C0148 " Corte Almeria, Adj. Lot 11-5 1163.0 10.0 116 9.6 12 90 _ C0149 " Slope, Adj. Lot 21-5 1164.0 10.0 109 12.0 16 91 ' C0150* " Greenbelt, Adj. Lot 22-5 1163.0 12.0 125 11.3 12 96 C0151 " Corte Almeria, Adj. Lot 11-5 1163.0 4.0 110 11.4 16 92 C0152 Greenbelt, Adj. Corte Almeria 1158.0 10.0 123 10.2 13 93 ' C0153 Lot 80 1161.0 15.0 125 10.1 13 94 C0154 " Greenbelt, Adj. Lot 21 1162.0 7.0 126 10.3 13 95 C0155 5-17-90 Lot 28-5 1154.0 13.0 117 11.0 10 90 C0156 " Greenbelt, Adj. Lot 80 1154.0 8.0 118 10.0 10 90 ' C0157 " Lot 27.5 1156.0 14.0 114 9.4 6 95 C0158 " Lot 74 1156.0 17.0 ill 10.2 6 93 C0159 " Slope, Adj. Lot 75 1155.0 15.0 114 8.5 6 95 C0160 " Slope, Adj. Lot 76 1156.0 14.0 114 8.6 6 95 C0161* " Greenbelt, Adj. Lot 3 1156.0 4.0 116 8.0 10 90 C0162 Montelegro St., Adj. Lot 11-5 1163.0 15.0 119 11.0 10 92 10163* " Lot 12.5 1158.0 6.0 116 9.0 10 90 C0164* " Corte Almeria, Adj. Lot 1 1157.0 8.0 119 9.5 10 92 C0165* 5-18-90 Lot 26-5 1153.0 9.0 117 10.0 10 90 COW " Lot 80 1153.0 8.0 117 10.0 10 90 ' C0167* " Greenbelt, Adj. Corte Almeria 1155.0 8.0 118 9.0 9 91 C0168 " Lot 76 1156.0 15.0 118 9.0 9 91 C0169 " Lot 75 1156.0 16.0 117 9.1 9 90 ' C0170 ;i Slope, Adj. Lot 74 1155.0 16.0 107 13.2 6 90 C0171 " Lot 77 1155.0 12.0 107 11.4 6 90 C0172 Lot 79 1160.0 18.0 117 10.1 10 90 1 , MEADOW WEST / MESA HOMES ' Project Number: 88.81.148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test' Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type M ................................................................................................................................ ' C0173 5-18-90 Tract 24133, Grnblt.,Adj. Lot 80 _ 1161.0 15.0 115 13.0 7 96 C0174 " Greenbelt, Adj. Lot 80 1160.0 15.0 116 12.6 7 97 C0175 Greenbelt, Adj. Corte Almeria 1162.0 13.0 116 11.3 7 97 C0176 " Corte Almeria, Adj. Lot 3 1158.0 14.0 - 108 10.0 7 90 C0177 " Greenbelt, Adj. lot 80 1159.0 12.0 106 10.5 7 89 C0178 Lot 78 1160.0 16.0 113 9.0 6 94 C0179 " Corte Almeria, Adj. Lot 79 1160.0 18.0 110 9.1 6 92 ' C018OR " Retest of C0177 1159.0 12.0 109 10.0 7 91 C0181* 5-21-90 Lot 1 1161.0 15.0 123 8.3 10 95 C0182* Calle Ballentine, Adj. Lot 26-5 1144.0 1.0 96 11.5 7 80 ' C0183 " Lot 27.5 1144.0 4.0 103 12.0 7 86 C0184 Lot 73 1145.0 8.0 ill 11.3 7 93 C0185R* " Retest for C0182* 1144.0 1.0 114 10.5 7 95 C0186R " Retest for C0183 1144.0 4.0 110 10.3 7 92 ' C0187 " Corte Almeria, Adj, lot 4 1156.0 12.0 115 7.1 7 96 C0188 " Greenbelt, Adj. Corte Almeria 115.6.0 6.0 116 7.0 7 97 C0189 " Lot 9 1153.0 3.0 109 10.0 7 90 ' C0190 Corte Almeria, Adj. Lot 8 1154.0 10.0 110 9.5 7 92 C0191 Lot 73 1151.0 14.0 114 8.0 7 95 C0142 " Corte Almeria, Adj. Lot 11 1150.0 11.0 112 7.0 7 93 C0193* Lot 76 1152.0 12.0 ill 7.1 7 93 ' C0194 Calle Ballentine, Adj. lot 26-5 1151.0 8.0 110 7.0 7 92 C0195 Lot 26-5 1153.0 10.0 108 7.4 7 90 C0196- " Greenbelt, Adj. Lot 77 1154.0 10.0 112 8.0 7 93 C0197 " Lot 94.3 1180.0 8.0 118 8.2 12 91 C0198 " Lot 95.3 1179.0 8.0 121 7.0 12 93 C0199 Lot 97-3 1191.0 8.0 119 7.6 12 92 CO200 11 Lot 29-3 1171.0 3.0 117 9.8 12 90 CO201 Lot 31.2 1196.0 3.0 120 8.4 12 92 CO202 Lot 45-2 1187.0 4.0 119 10.1 12 92 CO203 " Lot 93-2 1171.0 3.0 118 8.8 12 91 ' CO204 " Lot 42.2 1161.0 3.0 117 9.7 12 90 CO205* " Greenbelt, Adj. Lot 41.2 1150.0 2.0 119 10.1 12 91 CO206* Greenbelt, Adj. Lot 41-2 1161.0 3.0 120 9.3 12 93 ' CO207* " Greenbelt, Adj. Lot 41.2 1160.0 2.0 119 8.9 12 91 CO208* Slope, Adj. Lot 40.2 1160.0 2.0 116 10.7 12 90 CO209 " Lot 41-2 1156.0 3.0 116 9.9 12 90 ' CO210 " Greenbelt, Adj, Lot 41-2 1153.0 3.0 117 10.3 12 90 CO211 " Greenbelt, Adj. Lot 40-2 1167.0 2.0 119 8.7 12 92 CO212 " Greenbelt, Adj. Lot 41-2 1168.0 8.0 118 9.1 12 91 CO213 " Greenbelt, Adj. Lot 41-2 1152.0 4.0 116 10.3 12 90 CO214 Greenbelt, Adj. Lot 41.2 1157.0 6.0 118 8.3 12 91 CO215 " Greenbelt, Adj. Lot 41-2 1146.0 3.0 118 10.7 12 91 MEADOW WEST / MESA HOMES ' Project Number: B8-81.148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative tIDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type M ................................................................................................................................ CO216 5-21-90 Tr.24133-3, Greenbelt Adj. Lot 41-2 1151.0 3.0 119 9.1 12 92 CO217 " Greenbelt, Adj. Lot 41.2 1153.0 3.0 118 9.4 12 91 CO218 5-22-90 Corte Almeria, Adj. Lot 2 1163.0 3.0 113 9.0 10 87 CO219 Lot 80 1162.0 3.0 113 8.3 10 87 ' CO220 " Lot 27.5 1150.0 9.0 117 10.2 10 90 CO221 " Slope, Adj. Lot 75 1150.0 10.0 117 10.0 10 90 CO222 " Calla Ballentine, Adj. Lot 25-5 1151.0 5.0 117 8.0 10 90 ' CO223 " Lot 75 1150.0 10.0 118 8.1 10 90 CO224R " Retest of CO218 1163.0 3.0 119 8.0 10 92 CO225R " Retest of CO219 1162.0 3.0 118 8.7 10 91 ' CO226 " Lot 74 1150.0 11.0 119 9.1 10 92 CO227 Lot 29 1149.0 4.0 121 8.0 10 93 CO228 " Lot 96.5 1146.0 1.0 121 8.3 10 93 CO229 " Lot 97.5 1145.0 1.0 123 8.7 10 95 ' CO230 " Lot 95.5 1145.0 1.0 123 9.0 10 95 CO231 " Greenbelt, Adj. Lot 39.5 1172.0 4.0 117 10.0 12 90 CO232 " Greenbelt, Adj. Lot 39.5 1177.0 4.0 121 8.9 12 93 C11233 " Greenbelt, Adj. Lot 38-5 1167.0 4.0 117 10.3 12 90 CO234 " Greenbelt, Adj. Lot 39-5 1172.0 4.0 121 8.4 12 93 CO235 " Greenbelt, Adj. Lot 40-2 1174.0 4.0 118 9.7 12 91 CO236 " Greenbelt, Adj. Lot 40-5 1190.0 5.0 118 10.4 12 91 CO237 " Greenbelt, Adj. Lot 40-2 1175.0 5.0 118 9.0 12 91 CO238 " Greenbelt, Adj. Lot 40.2 1189.0 4.0 120 11.0 12 92 CO239 Greenbelt, Adj. Lot 40-5 1189.0 4.0 118 9.3 12 91 CO240 " Greenbelt, Adj. Lot 39-5 1176.0 5.0 _ 117 8.7 12 90 CO241 " Greenbelt, Adj. Lot 40.2 1176.0 5.0 118 11.2 12 91 CO242 " Greenbelt, Adj. Lot 40.2 1173.0 5.0 119 10.8 12 92 CO243 Greenbelt, Adj. Lot 41.2 1168.0 5.0 117 10.3 12 90 ' CO244 5.23.90 Tract 24133.2, Lot 33.2 1184.0 4.0 113 5.3 7 89 CO245 " Lot 34.2 1189.0 19.0 107 7.7 7 90 CO246 " Lot 34-2 1190.0 25.0 109 8.0 7 91 ' CO247 " Lot 35.2 1199.0 31.0 113 9.0 7 94 CO248R " Retest for CO244 1184.0 4.0 110 14.0 7 92 CO249 " Lot 32.2 1186.0 4.0 107 10.0 16 90 tCO210 Lot 36-2 1191.0 -28.0 108 11.4 7 90 CO251 " Lot 37-2 1165.0 9.0 113 8.4 7 94 CO252 " Lot 37-2 1164.0 7.0 112 10.1 7 93 CO253 " Lot 39-2 1160.0 9.0 ill 10.0 7 94 CO254 " Lot 39-2 1159.0 6.0 113 9.5 7 94 CO255 " Lot 40-2 1164.0 8.0 115 9.0 7 96 CO256* " Lot 38-2 1165.0 11.0 119 9.5 9 91 ' CO257* " Slope Adj. Lot 40.2 1164.0 4.0 109 9.4 16 92 CO258 5-24-90 Corte Pollensa, Adj. Lot.43-2 1168.0 11.0 113 10.0 9 94 MEADOW WEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture $Oil Compaction ICATION Elevation (ft) Below Test (it) Density Content (%) Type (%) ...................................................... ' CO259 5-24-90 Tract 24133-2, Lot 41-2 1163.0 12.0 118 13.0 9 91 CO260 " Slope Ad'. Lot 41.2 1163.0 17.0 118 6.0 9 90 CO261 a Slope Adj. Lot 40-2 1169.0 9.0 117 7.2 9 90 CO262 " Greenbelt, Adj. Lot 41-2 1172.0 9.0 110 12.0 7 93 CO263 " Greenbelt,Adj• Lot 41.2 1172.0 9.0 113 8.0 7 94 CO264 " Greenbelt, Adj. Lot 41.2 1174.0 24.0 ill 8.0 7 92 CO265 " Greenbelt, Adj. Lot 41.2 1175.0 20.0 110 8.0 7 92 CO266* " Greenbelt, Adj. Lot 40-2 1169.0 9.0 110 7.5 7 93 CO267* " Greenbelt, Adj. Lot 41-2 1164.0 9.0 116 8.5 7 97 CO268 5-25-90 Tract 24133, Lot 63 1136.0 3.0 116 11.7 6 97 ' CO269 Slope adj. Lot 64 1136.0 3.0 116 12.0 6 97 CO270 " Lot 58 1138.0 12.0 112 7.0 6 94 CO271 " Lot 56 1137.0 10.0 109 7.0 6 91 CO272 " Slope adj. Lot 57 1138.0 9.0 113 11.0 6 95 ' CO273 " Slope adj. Lot 140-1 1138.0 2.0 109 11.0 6 91 CO274 " Lot 145.1 1138.0 12.0 110 10.5 b 42 CO275 " Lot 54 1137.0 11.0 108 11.3 6 90 ' CO276 " Lot 142-1 1138.0 6.0 - 110 9.0 6 92 CO277 " Drainage Ditch, Adj. Lot 55 1137.0 10.0 ill 9.0 6 92 CO278 " Lot 55 1138.0 11.0 108 10.7 6 90 CO279* 5.29.90 Lot 57 1137.0 8.0 125 10.0 9 96 CO280 " Tract 24233-1, Lot 147-1 1131.0 6.0 119 7.2 9 91 CO281 " Lot 150-1 1130.0 7.0 117 7.6 9 90 CO282 " Corte Benisa, Adj. Lot 149-1 1129.0 6.0 122 8.4 9 94 CO283 " Lot 53 1129.0 4.0 125 9.3 9 96 CO284 " Drainage Ditch, adj. Lot 50 1130.0 7.0 122 8.5 9 94 CO285 " Tract 24133-1, Lot 159-1 1128.0 11.0 125 9.8 9 96 CO286* " Lot 148-1 1131.0 8.0 114 8.7 9 88 CO287 " Lot 153-1 1121.0 3.0 119 9.6 9 91 CO288 " Corte Benisa, Adj. Lot 157.1 1127.0 13.0 118 8.8 9 90 C11289 " Lot 155-1 1127.0 11.0 118 7.9 9 91 CO290 " Lot 152.1 1129.0 9.0 117 8.6 9 90 CO291 " Drainage Ditch, adj. 152-1 1128.0 7.0 118 8.7 9 90 CO292 " Corte Benavente, Adj. Lot 75-1 1130.0 4.0 118 9.4 9 91 ' CO293 " Lot 157-1 1126.0 12.0 119 9.0 9 91 CO294R " Retest for CO286 1131.0 8.0 127 9.3 9 98 CO295 6-15-90 Tract 24133-3, Lot 41-3 1170.0 2.0 117 8.3 10 90 ' CO296 " Corte Cabrera, Adj. Lot 41.3 1170.0 2.0 121 8.8 10 93 CO297 " Lot 30-3 1170.0 2.0 120 9.3 10 92 CO298 " Lot 37-3 1165.0 2.0 119 9.6 10 91 CO299 Lot 39.2 1155.0 2.0 120 8.4 10 93 C0300 " Corte Pollensa, Adj. Lot 39-2 1154.0 2.0 120 7.8 10 92 C0301 " Slope West of Lot 41-2 1149.0 2.0 118 8.2 10 91 MEADON WEST / MESA HOMES Project Number: 88-81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS -POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction [CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ----------------------------------------------------------- --------------------------------------------------------------------- C0302 6.15-90 Lot 131.1 1144.0 2.0 118 9.1 10 91 C0303 Lot 86-1 1139.0 2.0 117 7.8 10 90 C0304 " Lot 59 1132.0 4.0 122 8.6 10 94 ' C0305 " Lot 143.1 1132.0 4.0 118 8.1 10 91 C0306 " Lot 78-1 1132.0 4.0 118 9.4 10 90 C0307 " Lot 82-1 1134.0 2.0 120 9.6 10 92 C0308 " Lot 86-1 1139.0 2.0 114 10.3 10 a8 C0309 " Lot 128-1 1144.0 2.0 114 9.2 10 87 C0310 " Lot 41.2 1154.0 2.0 113 9.6 10 87 ' 10311 Lot 37-2 1159.0 2.0 120 8.5 10 93 C0312 " Lot 31.3 1164.0 2.0 119 8.1 10 92 C0313 " Lot 29.3 1169.0 2.0 120 7.7 10 92 C0314 " Lot 40.3 1172.0 4.0 118 7.8 10 91 . ' C0315 " Corte Cabrera, Adj. Lot 41-3 1172.0 4.0 119 8.8 10 91 C0316R " Retest of C0308 1139.0 2.0 118 9.3 10 91 C0317R " Retest of C0309 1144.0 2.0 117 8.5 10 90 C0318R " Retest of C0310 1154.0 2.0 117 7.9 10 90 C0319 " Lot 56 1134.0 6.0 118 9.1 10 90 cO320 Lot 144-1 1134.0 6.0 116 9.8 10 89 C0321 Lot 79-1 1134.0 6.0 115 10.4 10 88 ' C0322 " Lot 84 1136.0 6.0 114 10.3 10 88 C0323 " Lot 84-1 1136.0 6.0 114 10.1 10 88 C0324 " Lot 140.1 1138.0 5.0 117 9.4 10 90 C0325 " Lot 136-1 1147.0 5.0 121 8.3 10 90 c0326 Lot 130-1 1147.0 5.0 120 7.8 10 92 C0327R " Retest of C0320 1134.0 6.0 119 9.4 10 91 ' C0328R " Retest of C0321 1134.0 6.0 118 8.7 10 91 C0329R Retest of c0323 1136.0 6.0 117 8.9 10 90 C0330 6-18-90 Tract 24133.3, Lot 28.3 1170.0 7.0 118 8.1 10 90 C0331 Lot 30-3 1170.0 6.0 120 8.6 10 92 ' C0332 " Tract 24133-2, Lot 36-2 1168.0 10.0 118 8.8 10 91 C0333 " Lot 42.2 1166.0 13.0 119 9.8 10 92 C0334 " Tract 24133.1, Lot 127.1 1162.0 7.0 118 8.6 10 91 C0335 " Lot 82.1 1158.0 20.0 119 8.2 10 92 C0336 " Lot 53 1136.0 8.0 118 7.8 10 91 C0337 " Lot 147-1 1136.0 13.0 118 8.6 10 91 C0338 Lot 76-1 -1139.0 7.0 114 7.8 10 88 ' C0339 Lot 79-1 1140.0 8.0 119 8.5 10 92 C0340 " Lot 141.1 1140.0 8.0 120 7.6 10 92 C0341 " Lot 57.1 1143.0 7.0 114 8.7 10 88 ' C0342 Tract 24133-3, Lot 33-3 1171.0 14.0 119 8.6 10 92 C0343 " Tract 24133-2, Lot 35-2 1169.0 8.0 117 9.3 10 90 C0344 " Lot 38.2 1167.0 14.0 118 8.4 10 91 MEADOW WEST / MESA HOMES ' Project Number: 88-81-148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction [CATION Elevation (it) Below Test (ft) Density Content (%) Type (%) -------------------------------------------------------------------------------------------------------------------------------- C0345 6-18-90 Slope West of Lot 41-2 1166.0 13.0 119 8.2 10 92 C0346R " Retest of C0338 1139.0 7.0 118 8.4 10 91 C0347R " Retest of C0341 1143.0 7.0 119 8.0 10 91 ' C0348 Tract 24133-3, Lot 34.3 1169.0 '11.0 119 8.3 10 92 C0349 Tract 24133-2, Lot 41-2 1167.0 14.0 120 8.7 10 92 CD350 6-19-90 Tract 24133-3, Greenbelt Adj Lot 41-21169.0 11.0 112 14.2 16 94 10351 Greenbelt, Adj, Lot 41.2 1169.0 11.0 110 14.3 16 92 C0352 Greenbelt, Adj. Lot 41-2 1169.0 10.0 113 16.1 16 95 C0353 " Greenbelt, Adj. Lot 41-2 1158.0 10.0 112 16.3 16 94 C0354 Greenbelt, Adj. Lot 41.2 1164.0 10.0 117 12.0 12 90 ' C0355 " Greenbelt, Adj. Lot 41-2 1161.0 11.0 114 12.3 16 96 C0356 " Greenbelt, Adj. Lot 41-2 1170.0 7.0 110 13.2 16 93 C0357 Greenbelt, Adj. Lot 41.2 1170.0 11.0 118 11.1 12 91 C0358 Corte Cabrera, Adj. Lot 35-3 1173.0 11.0 115 12.3 18 92 C0359 " Lot 40-2 1170.0 12.0 110 13.5 16 90 C0360 Greenbelt, Adj. Lot 40.2 1173.0 6.0 114 9.2 18 91 C0361 " Greenbelt, Adj. Lot 40-2 1178.0 10.0 112 9.2 18 90 ' C0362 Lot 37-2 1173.0 11.0 115 8.0 18 92 C0363 " Tract 24133-3, Lot 35.3 1174.0 12.0 113 9.7 18 90 C0364 Greenbelt, Adj. Lot 41-2 1153.0 10.0 116 8.9 18 93 C0365 " Greenbelt, Adj. Lot 41-2 1169.0 - 10.0 117 9.4 18 94 C0366 6-25-90 Tract 24133-1, Slope Adj. to Lot 4.1 1120.0 3.0 122 7.9 10 94 C0367 " Slope Adj. to Lot 3-1 1120.0 6.0 121 6.6 10 93 C0368 " Slope Adj, to Lot 2-1 1118.0 6.0 122 6.3 10 94 C0369 'i Slope Adj. to Lot 157.1 1115.0 2.0 121 6.8 10 93 C0370 Slope Adj. to Lot 156-1 1115.0 3.0 120 6.9 10 92 C0371 " Lot 155.1 1120.0 8.0 116 8.3 10 89 ' C0372 Lot 157.1 1120.0 7.0 113 11.1 10 87 C0373 " Lot 159-1 1120.0 4.0 118 9.8 10 91 C0374 " Lot 5-1 1125.0 3.0 118 10.0 10 91 C0375 " Lot 3.1 1125.0 8.0 119 9.7 10 91 C0376 " Lot 1-1 1125.0 8.0 118 8.8 10 91 C0377 " Lot 158-1 1120.0 6.0 119 8.7 10 91 C0378R " Retest for C0371 1120.0 8.0 120 9.4 10 92 ' C0379R 11 Retest for C0372 1120.0 7.0 120 9.6 10 92 C0380 Slope Adj. Lot 4-1 1122.0 7.0 118 8.3 10 91 C0381 " Slope Adj. Lot 2-1 1122.0 10.0 118 8.6 10 91 ' C0382 " Lot 4-1 1127.0 8.0 120 8.9 10 92 C0383 " Lot 2.1 1127.0 10.0 119 8.7 10 91 C0384 6.29.90 Lot 2.1 1130.0 13.0 118 8.8 13 91 ' C0385 " Slope Adj. to Lot 157-1 1120.0 7.0 118 8.5 10 91 C0386 " Lot 155-1 1120.0 7.0 117 8.7 10 90 C0387 " Slope Adj. Lot 155-1 1122.0 7.0 118 9.1 10 91 ' MEADOW WEST / MESA HOMES Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (it) Density Content (%) Type (%) ------------------------ ------------ '-------------"'-'--'------'--" --- 00388 6-29-90 Slope Adj. Lot 1-1 1122.0 8.0 118 9.4 10 91 C0389 " SlopeAdj. Lot 4.1 1122.0 5.0 120 7.9 10 92 C0390 7-02-90 Slope Adj. Lot 3-1 1124.0 10.0 117 7.0 10 90 ' C0391 " Slope Adj. Lot 156-1 1124.0 14.0 118 7.9 10 91 C0392 " Lot 154-1 1124.0 9.0 117 8.4 10 90 C0393 " Lot 158.1 1124.0 10.0 119 8.1 10 91 C0394 " Lot 68-1 1126.0 4.0 117 7.2 10 90 C0395 " Tract 24133-1, Lot 6-1 1126.0 2.0 118 8.0 10 91 C0396 " Slope Adj. Lot 5-1 1126.0 5.0 117 6.9 10 90 ' C0397 " Slope Adj. Lot 1-1 1126.0 14.0 118 6.9 10 91 C0398 " Slope Adj. Lot 157-1 1128.0 16.0 118 7.0 10 91 C0399 " Slope Adj. Lot 155.1 1128.0 17.0 119 6.7 10 92 c04OO " Lot 153-1 1128.0 12.0 116 10.5 10 89 C0401 " Lot 160-1 1128.0 11.0 117 10.0 10 90 C0402 " Lot 68-1 1130.0 6.0 118 8.7 10 91 C0403 Lot 159.1 1131.0 14.0 122 8.2 10 94 C0404 ;; Lot 156-1 1140.0 27.0 121 8.7 10 93 C0405 Slope Adj. to Lot 155-1 1128.0 27.0 115 11.8 10 89 C04D6R " Retest of C0400 1128.0 12.0 122 8.2 10 94 C0407R " Retest of C0405 1128.0 27.0 124 7.9 10 95 C0408 " Tract 24133-5, Lot 52-5 1167.0 0.0 113 11.1 18 90 C0409 " Celia Ballentine, Adj. to Lot 80-5 1162.0 0.0 114 11.0 18 91 C0410 - " Lot 83-5 1159.0 0.0 114 9.4 18 91 C0411 " Lot 79.5 1160.0 0.0 113 9.2 18 90 C0412 o Lot 55-5 1170.0 1.0 114 9.9 18 91 C0413 " Calle Ballentine, Adj. to Lot 77-5 1171.0 I'D 116 10.6 18 93 C11414 " Lot 81-5 1159.0 1.0 113 9.7 18 90 0415 Lot 112.5 1157.0 2.0 114 10.9 18 91 C0416 " Lot 114-5 1162.0 2.0 112 10.7 18 90 C0417 " Lot 77-5 1167.0 2.0 108 13.1 16 91 ' C0418 Lot 80-5 1160.0 2.0 ill 14.5 16 - 93 C0419 Calle Ballentine, Adj. to Lot 56-5 1173.0 2.0 109 15.1 16 91 C0420 Lot 79-5 1166.0 3.0 113 12.3 16 95 ' C0421 " Lot 113.5 1162.0 - 3.0 109 13.9 16 92 C0422 Lot 53.5 1168.0 2.0 108 13.3 16 91 C0423 " Lot 54.5 1170.0 3.0 115 10.1 18 90 C0424 " Calla Ballentine, Adj. to Lot 50-5 1167.0 2.0 108 13.8 16 90 ' C0425 " Greenbelt, Adj. to Lot 51-5 1174.0 3.0 110 12.4 16 92 C0426 Greenbelt, Adj. to Lot 53-5 1175.0 3.0 110 14.2 16 93 C0427 Calle Ballentine, Adj. to Lot 50-5 1164.0 2.0 109 14.0 16 91 C0428 Lot 53-5 1172.0 3.0 109 13.4 16 92 C0429 " Calle Ballentine, Adj. to Lot 82-5 1164.0 2.0 108 12.9 16 91 C0430 " Lot 56-5 1181.0 3.0 110 14.7 16 93 1 MEADOW WEST / MESA HOMES Project Number: 88.81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field IDENTIF Date Test Location Test Relative ICATION Depth of Fill Dry Moisture Soil Compaction Elevation (ft) Below Test (ft) Density Content (%) Type (%) . . ___ C0431 7-02-90 Lot 111-5 --•-•-•-•- .... ..3.0______________ ---------------91 ' C0432 IN 1159.0 110 15.6 16 Tract 24133, Lot 41 .0 92 1147.0 13 C0433 " Lot 46 119 10.6 9 C0434 �� 1138.0 20.0 117 10.1 9 Greenbelt, Adj. to Lot 46 1147.0 90 ' C0435 Greenbelt, Adj. to Lot 43 22.0 118 8.6 9 92 C0436 " Lot 49 1140.0 22.0 127 5.5 9 90 C0437 Lot 48 1139.0 22.0 127 5.5 q 1139.0 97 ' c0438 �� 6.0 124 6.8 9 95 Corte Benitez, Adj. Lot 22 1154.0 C0439 IN Lot 47 20. 128 5.8 9 96 C0440 IN 1144.0 4.0 122 5.8 9 94 Greenbelt, Adj. to Lot 41 1144.0 C0441 " 19. 117 8.2 9 93 Greenbelt, Adj. to Lot 43 1144.0 ' C0442 " Greenbelt, Adj, to Lot 44 19 0 117 10. 9 90 c0443 IN 1145.0 22.0 120 10.7 9 92 Lot 42 1140.0 15.0 C0444 �' Greenbelt, Adj. to Lot 45 117 .8 9 92 C0445 ^ Lot 41 1149.0 7.0 119 9.6 9 90 C0446 " Lot.49 1149.0 7.0 119 9.6 9 C0446 1140.0 24.0 91 Lot 44 117 6.5 9 96 C0448 7-03-90 Lot 79 1142.0 18.0 125 6.5 9 96 C0449 1149.0 9.0 110 13.3 Lot 77 7150.0 16 92 C0451 N� 9.0 110 12.1 16 92 Greenbelt, Adj. to Lot 80 1150.0 9.0 C0451 � '� Lot 24-5 108 12.9 16 91 C0452 �� 1143.0 6.0 108 13.7 16 91 Slope Adj. Lot 24.5 1142.0 C0453 '� 7.0 111 14.0 16 93 Slope Adj. Lot 25-5 1143.0 C0454 " Slope Adj. Lot 24-5 7.0 112 13.6 16 922 16 9 114 C0455 IN 2.0 7.0 109 12.Lot 80 1149.0 9.0 ' C0456 �' Tract 24133, Lot 70 ill 12.0 16 92 11 c0457 �� Lot 74 47.0 7.0 i11 12.0 16 93 1148.0 9.0 C0458 " Lot 25.5 ll 13.1 16 91 .0 C0459 n 11 9.0 i08 12.0 16 93 Greenbelt, Adj. Lot 24.5 114949.0 C0460 " Lot 74 9.0 108 12.0 16 91 C0461 1148.0 9.0 109 13.3 Greenbelt, Adj. Lot 74 1146.0 16 92 c0462 �' Lot 75� 8.0 109 12.9 16 92 C0463 �� 1149.0 10.0 107 12.1 16 Lot 76 1149.0 90 C0464 �� 6.0 109 13.0 16 92 Slope Adj. Lot 27-5 1143.0 6.0 C0465 " Greenbelt, Adj. Lot 77 ill 13.2 16 92 C0466 a 1148.0 8.0 111 13.2 16 Lot 76 1148.0 93 C0467 IN Lot 78 8.0 108 12.7 16 1148.0 91 C0468 IN 9.0 108 13.3 16 91 Corte Almeria, Adj. Lot 79 1149.0 q 0 C0469 IN Corte Almeria, Ad-. Lot 76 107 13.3 16 91 � 1150.0 10.0 107 13.7 16 90 C0470 Lot 77 C0471 a 1150.0 10.0 109 14.0 16 91 Lot 42 1135.0 8.0 C0472 Lot 43 13.0 12 128 7.0 9 94 113 10473 IN Lot 44 1137.0 3. . 9 94 .0 15.0 128 6.9 9 98 MEADOW WEST / MESA HOMES Project Number: 88.81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ----- ------- ------ ---- --- ... __________________________ C0474 7-03-90 Lot 45 1137.0 20.0 121 6.8 9 93 C0475 " Via Rojas, Adj. Montelegro St. 1136.0 16.0 117 9.7 9 90 C0476 Corte Almeria, Adj. Lot 48 1136.0 16.0 112 10.0 7 86 C0477 Greenbelt, Adj. Lot 43 1136.0 16.0 118 8.5 9 90 C0478 Greenbelt, Adj. Lot 45 1138.0 16.0 121 6.8 9 92 C0479 " Corte Almeria, Adj. to Lot 44 1138.0 18.0 110 11.4 7 91 C0480 " Lot 50 1134.0 8.0 109 11.9 7 91 C0481 " Lot 51 1135.0 9.0 115 9.7 7 95 C0482 " Lot 153-1 1132.0 13.0 110 10.5 7 91 ' C0483 Lot 154.1 1131.0 12.0 109 9.3 7 91 C0484 " Greenbelt, Adj. Lot 50 1133.0 7.0 106 14.4 7 88 C0485R " Retest for C0484 1133.0 7.0 ill 9.7 7 92 C0486 " Slope Adj. Lot 154-1 1132.0 13.0 114 10.2 7 94 C0487 Lot 43 1139.0 16.0 ill 16.0 7 92 C0488 Greenbelt, Adj. Lot 43 1140.0 14.0 118 7.6 9 91 C0489 " Tract 24133, Lot 51 1137.0 11.0 117 7.2 7 97 C0490 " Lot 153.1 1134.0 15.0 117 8.2 7 97 C0491 " Lot 45 1139.0 22.0 116 10.4 9 90 C0492 " Lot 50 1136.0 10.0 118 9.7 9 90 C0493 " Lot 154-1 1133.0 14.0 119 7.8 9 91 ' C0494 ° Lot 154-1 1135.0 16.0 118 7.0 9 90 C0495 7-05-90 Lot 60 1153.0 19.0 113 14.2 16 95 C0496 " Corte Cardin, Adj. Lot 60 1153.0 18.0 112 14.1 16 94 C0497 " Corte Almeria, Adj. Lot 59 1153.0 23.0 107 14.0 16 90 C0498 " Lot 12 1148.0 6.0 109 12.9 16 92 C0499 " Lot 28 1148.0 3.0 112 13.2 16 94 CO500 " Lot 18 1142.0 5.0 109 12.0 16 91 C0501 " Corte Almeria, Adj. Lot 19 1138.0 10.0 ill 14.5 16 93 C0502 " Corte Almeria, Adj. Lot 51 1136.0 5.0 ill 13.9 16 93 C0503 Lot 56 - 1138.0 12.0 110 13.6 16 92 ' C0504 " Corte Almeria, Adj. Lot 17 1144.0 12.0 ill 12.8 16 93 C0505 " Lot 16 1143.0 6.0 113 14.1 16 95 C0506 Lot 17 1143.0 6.0 108 13.4 16 90 C0507 „ Lot 19 1140.0 5.0 108 14.6 16 91 C0508 ^ Lot 51 1136.0 13.0 108 12.3 16 91 C0509 Lot 54 1140.0 12.0 ill 13.8 16 93 C0510 " Lot 41 1149.0 14.0 119 6.2 7 96 C0511 " Greenbelt, Adj. Lot 43 1147.0 21.0 110 6.4 7 91 C0512 " Lot 48 1139.0 19.0 114 13.5 7 95 C0513 " Greenbelt, Adj. Lot 43 1150.0 26.0 112 15.8 7 93 C0514 " Corte Almeria, Adj. to Lot 43 1138.0 18.0 112 10.6 7 93 C0515 J1 Lot 42 1137.0 7.0 122 1.5 9 93 C0516 " Corte Almeria, Adj. Lot 42 1137.0 4.0 118 2.4 7 98 MEADOW NEST 7 MESA NOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (it) Below Test (ft) Density Content (%) Type (%) .............................................................................................................-................. C0517 7-05-90 Lot 45 1142.0 22.0 117 10.2 7 97 C0518 " Lot 44 1141.0 21.0 122 7.2 9 93 C0519 " Lot 17 1138.0 5.0 120 8.1 9 92 C0520 Lot 53 1139.0 19.0 110 7.2 7 91 C0521 " Greenbelt, Adj. Lot 52 1138.0 18.0 117 9.1 7 97 C0522 " Tract 24133, Greenbelt Adj. Lot 50 1137.0 17.0 120 6.0 9 92 ' C0523 Lot 46 1137.0 17.0 121 6.8 9 93 C0524 " Lot 42 1137.0 7.0 120 8.0 9 92 C0525 ° Lot 41 1148.0 13.0 119 6.2 9 91 C0526 Tract 24133.1, Slope Adj. Lot 6.1 1131.0 8.0 120 8.3 10 92 ' C0527 Slope Adj. Lot 4-1 1131.0 12.0 119 8.7 10 92 C0528 Lot 1-1 1131.0 16.0 120 7.9 10 92 C0529 " Lot 159.1 1132.0 16.0 120 4.0 10 92 ' C0530 " Lot 155-1 - 1134.0 21.0 118 8.2 10 91 C0531 " Slope, Adj. Lot 155-1 1134.0 22.0 118 8.5 10 91 C0532 " Slope, Adj, to Lot 156-1 1134.0 22.0 119 9.3 10 92 C0533 " Greenbelt, Adj. Lot 155-1 1136.0 18.0 119 8.8 10 91 C0534 " Lot 7.1 1134.0 2.0 119 8.9 10 91 C0535 " Lot 3.1 1132.0 15.0 117 9.2 10 90 C0536 " Lot 67-1 1140.0 3.0 119 8.9 10 91 C0537 " Lot 65-1 1144.0 2.0 119 8.5 10 91 C0538 " Lot 158.1 1133.0 19.0 119 9.1 10 91 C0539 " Lot 154-1 1135.0 20.0 117 8.5 10 90 C0540 Slope Adj. Lot 154-1 1137.0 22.0 120 9.1 10 93 C0541 Greenbelt, Adj. Lot 154.1 1138.0 21.0 120 9.6 10 92 C0542 7-06-90 Tract 24133-1, Lot 5-1 1133.0 12.0 119 8.1 10 91 C0543 " Lot 2-1 1133.0 18.0 117 8.6 10 90 ' C0544 " Lot 157.1 1134.0 21.0 118 8.3 10 91 C0545 " Lot 153-1 1136.0 20.0 119 7.6 10 91 C0546 " Lot 160-1 1135.0 16.0 118 7.2 10 91 C0547 " Lot 157 1135.0 22.0 119 7.8 10 91 C0548 Slope Adj. Lot 155-1 1135.0 22.0 119 7.1 10 92 C0549 " Green Belt, Adj. Lot 155-1 1137.0 22.0 119 7.7 10 91 C0511 " Lot 159-1 1136.0 20.0 112 12.4 10 86 C0551 " Lot 156-1 1136.0 22.0 112 13.2 10 86 C0552 " Lot 154-1 1137.0 20.0 119 7.2 10 91 C0553 " Greenbelt, Adj. Lot 155-1 1138.0 21.0 120 8.1 10 92 C0554R " Retest of C0550 1136.0 20.0 122 7.9 10 94 C0555R " Retest of C0551 1136.0 22.0 118 8.8 10 91 C0556 " Greenbelt, Adj. Lot 154-1 1138.0 21.0 118 9.4 10 91 C0557 " Greenbelt, Adj. Lot 155-1 1139.0 16.0 117 10.0 10 90 C0558 " Lot 160.1 1137.0 18.0 120 7.1 10 92 C0559 " Lot 153-1 1138.0 22.0 118 7.6 10 91 1 MEADOW WEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IOENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction [CATION Elevation (it) Below Test (ft) Density Content (%) Type (%) ............................................................................................................................... C0560 7-06-90 Via Rojas, Adj. Lot 41 1150.0 7.0 113 13.3 16 95 C0561 Lot 40 1151.0 7.0 109 19.9 16 91 C0562 " Lot 45 1144.0 23.0 118 8.7 5 92 ' C0563 " Greenbelt Adj. Lot 45 1146.0 24.0 118 9.1 5 92 C0564 " Greenbelt Adj. Lot 44 1144.0 22.0 118 9.4 5 92 C0565 " Greenbelt Adj. Lot 44 1145.0 23.0 119 8.3 5 93 C0566 Greenbelt Adj. Lot 43 1143.0 17.0 122 8.2 5 95 C0567 Lot 53 1141.0 20.0 119- 9.7 5 93 C0568 " Lot 55 1142.0 14.0 112 14.7 16 94 ' 11569 Corte Almeria, Adj, Lot 20 1141.0 11.0 111 12.9 16 93 C0570 Lot 18 1143.0 6.0 109 13.9 16 92 C0571 Corte Almeria Adj. Lot 15 1153.0 24.0 112 13.0 16 94 C0572 " Lot 58 1150.0 23.0 109 13.7 16 91 C0573 " Lot 20 1150.0 7.0 ill 14.2 16 94 C0574 " Corte Almeria Adj. Lot 18 1145.0 13.0 116 9.8 5 90 C0575 it Lot 16 1143.0 7.0 117 10.4 5 91 ' C0576 Via Rojas, Adj. Lot 22 1148.0 9.0 110 5.5 14 95 C0577 " Via Rojas, Adj. Lot 41 1153.0 23.0 106 5.6 14 92 C0578 Greenbelt, Adj. Lot 44 1146.0 24.0 ill 6.2 14 96 C0579 " Lot 41 1144.0 9'0 117 7.6 14 89 C0580 " Retest of C0579 1144.0 9.0 118 6.6 14 90 C0581 " Lot 21 1140.0 4.0 ill 6.4 14 96 C0582 " Lot 146-1 1134.0 9.0 117 10.8 14 90 C0583 " Lot 148.1 1135.0 10.0 120 10.8 9 92 C0584 " Lot 53 1141.0 21.0 114 11.5 14 99 C0585 " Lot 50 1140.0 17.0 113 11.8 14 98 C0586 11 Corte Almeria, Adj. Lot 50 1139.0 7.0 113 11.9 14 98 COW Lot 54 1142.0 22.0 113 11.7 14 98 C0588 Tr. 24133, Corte Almeria, Adj. Lot 211141.0 9.0 120 6.3 9 92 C0589 " Lot 53 1142.0 22.0 116 6.8 14 88 C0590R 11 Retest of C0589 1142.0 22.0 126 11.2 9 97 C0591 Lot 21 1140.0 4.0 124 10.8 9 95 C0592 7-09-90 Tract 24133, Lot 54 1143.0 19.0 115 9.3 5 90 C0593 Lot 53 1143.0 20.0 116 9.1 5 90 C0594 Corte Almeria, Adj. Lot 53 1143.0 10.0 112 9.2 5 87 C0595 Corte Almeria, Adj. Lot 50 1140.0 12.0 116 9.6 5 91 C0596 " Lot 52 1143.0 15.0 112 13.1 16 94 ' C0597 " Corte Almeria Adj. Lot 55 1145.0 17.0 117 10.9 5 91 C0598R " Retest of C0594 1143.0 10.0 116 9.4 5 91 C0599 Lot 59 1153.0 23.0 116 10.4 5 90 C0600 " Lot 61 1153.0 23.0 117 10.6 5 91 C0601 " Lot 57 1145.0 19.0 118 9.3 5 92 C0602 Lot 56 1151.0 25.0 119 10.8 5 92 MEADOW WEST / MESA HOMES Project Number: 88.81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ................................................................................................................................ ' C0603 7.09.90 Lot 55 1150.0 24.0 119 10.0 5 93 C0604 " Corte Almeria, Adj. Lot 20 1144.0 6.0 109 13.9 16 91 C0605 Corte Almeria, Adj. Lot 21 1144.0 11.0 110 14.2 16 93 C0606 " Corte Almeria, Adj. Lot 58 1146.0 17.0 109 12.6 16 92 C0607 " Corte Almeria, Adj. Lot 60 1155.0 24.0 110 12.9 16 92 C0608 " Lot 58 1153.0 25.0 115 11.0 5 90 C0609 " Lot 59 1153.0 23.0 116 10.8 5 90 C0610 " Lot 51 1145.0 22.0 118 9.8 5 92 C0611 " Lot 52 1145.0 22.0 118 10.6 5 92 C0612 " Slope Adj. Lot 157-1 1135.0 23.0 120 14.1 10 93 ' C0613 Slope Adj. Lot 156-1 1136.0 24.0 119 14.8 10 91 C0614 " Slope Adj. Lot 155-1 1137.0 24.0 118 12.2 10 91 C0615 " Slope adj. Lot 157-1 1136.0 23.0 118 11.5 10 91 ' C0616 Slope Adj. Lot 156.1 1137.0 26.0 118 12.6 10 90 C0617 Slope Adj. Lot 155-1 1138.0 21.0 119 12.4 10 91 C0618 " Lot 159-1 1137.0 21.0 118 12.4 10 91 C11619 Lot 157-1 1137.0 24.0 117 11.8 10 90 C0620 " Lot 155-1 1137.0 24.0 120 9.1 10 92 C0621 " Lot 160-1 1138.0 20.0 120 8.8 10 92 C0622 " Lot 156-1 1138.0 26.0 119 10.6 10 92 C0623 " Lot 153-1 1139.0 23.0 120 9.9 10 92 C0624 " Greenbelt Adj. Lot 156-1 1138.0 28.0 119 10.4 10 92 C0625- " Tr. 24133, Greenbelt Adj. Lot 155-1 1139.0 17.0 119 9.7 10 92 ' C0626 " Greenbelt Adj. Lot 155-1 1140.0 15.0 120 10.4 10 92 C0627 " Greenbelt Adj. Lot 155-1 1141.0 23.0 118 10.0 10 91 C0628 " Lot 154-1 1140.0 25.0 120 10.3 10 92 C0629 ^ Greenbelt Adj. Lot 154-1 1141.0 25.0 119 9.0 10 91 C0630 " Greenbelt Adj. Lot 155-1 1141.0 26.0 118 11.2 10 90 C0631 Slope Adj. Lot 156-1 1138.0 28.0 119 8.4 10 92 C0632 " Slope Adj. Lot 156-1 1139.0 29.0 119 8.2 10 92 c0633 " Lot 8-1 1135.0 4.0 117 7.0 10 90 C0634 Daylight, Adj. Lot 9-1 1135.0 2.0 119 8.1 10 91 C0635 " Lot 8-1 1140.0 2.0 117 8.4 10 90 C0636 " lot 153.1 1141.0 25.0 118 10.6 10 91 C0637 lot 154.1 1141.0 25.0 117 8.6 10 90 C0638 " Lot 155-1 1139.0 25.0122 9.3 10 94 C0639 " Lot 156-1 1139.0 25.0 121 9.0 10 93 C0640 " Lot 157.1 1139.0 25.0 117 7.8 10 90 C0641 ° Lot 158-1 1139.0 24.0 118 8.7 10 91 C0642 Lot 159-1 1140.0 23.0 118 8.3 10 91 C0643 " Lot 160-1 1141.0 23.0 119 8.6 10 92 C0644 " Lot 41 1148.0 9.0 109 7.6 7 90 cO645 " Green Belt Adj. Lot 41 1150.0 11.0 110 7.4 7 91 MEADOW NEST y MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction [CATION Elevation (ft> Below Test (ft) Density Content (%) Type (%) ------------------------- -- --- ----------------------------------------------------------------------------------------------- C0646 7-09-90 Lot 22 1150.0 9.0 114 6.3 7 95 C0647 Via Rojas, Ad-. Lot 42 1149.0 10.0 112 7.8 7 93 C0648 " Corte Almeria, Adj. Lot 50 1142.0 19.0 109 6.7 7 93 c0649 Lot 42 1149.0 10.0 107 7.1 7 90 C0650 " Lot 46 1157.0 26.0 116 11.2 7 96 C0651 " Lot 48 1140.0 17.0 113 12.6 7 94 ' C0652 " Lot 21 1143.0 6.0 112 11.4 7 92 C0653 Lot 50 1144.0 21.0 113 10.3 7 93 C0654 " Corte Almeria, Adj. Lot 21 1141.0 5.0 111 6.8 7 92 ' C1655 " Lot 146-1 1136.0 11.0 114 11.5 7 94 C0656 Lot 148-1 1137.0 12.0 114 6.3 7 95 C0657 " Via Rojas, Adj. Lot 22 1150.0 11.0 ill 6.4 7 92 C0658 " Tract 24133, Lot 45 1150.0 27.0 110 7.0 7 91 ' C0659 Lot 23 - 1151.0 10.0 109 7.4 7 90 C0660 " Slope Adj. Lot 146-1 1135.0 10.0 107 7.9 7 90 C0661 " Slope Adj. Lot 148-1 1136.0 11.0 122 6.3 9 93 C0662 1; Lot 145-1 1135.0 10.0 118 8.0 9 90 C0663 " Corte Benavente, Adj. Lot 146-1 1134.0 9.0 113 9.6 7 92 C0664 Lot 41 1150.0 11.0 115 10.0 7 95 C0665 Lot 21 1155.0 - 8.0 120 9.2 9 92 C0666 " Lot 147-1 1138.0 13.0 116 7.6 7 96 C0667 " Lot 149-1 1139.0 14.0 113 9.1 7 94 C0668 Lot 40 1145.0 6.0 109 7.4 7 90 ' C0669 " Green Belt, Adj. Lot 42 1150.0 21.0 108 7.0 7 90 c0670 Green Belt, Adj. Lot 44 1153.0 29.0 114 6.4 7 95 C0671 Green Belt, Adj. Lot 45 1151.0 28.0 ill 7.0 7 92 C0672 Green Belt, Adj. Lot 41 1150.0 11.0 116 8.9 7 97 C0673 " Lot 23 1152.0 12.0 114 10.1 7 95 C0674 7-10-90 Lot 50 1145.0 22.0 116 10.6 5 90 C0675 " Corte Almeria, Adj. Lot 51 1145.0 12.0 117 9.9 5 91 C0676 Corte Almeria, Adj. Lot 54 1145.0 14.0 118 10.3 5 92 C0677 Corte Almeria, Adj. Lot 57 1146.0 16.0 118 11.1 5 92 C0678 " Lot 55 1151.0 25.0 116 10.7 5 90 C0679 " Slope Adj. Lot 54 1147.0 24.0 717 11.8 5 91 C0680 " Slope Adj. Lot 53 1145.0 23.0 116 9.7 5 90 C0681 " Lot 52 1147.0 24.0 119 11.4 5 92 C0682 " Lot 50 1146.0 22.0 109 13.5 16 92 C0683 " Slope Adj. Lot 50 1145.0 23.0 107 12.9 16 90 C0684 " Slope Adj. Lot 51 1145.0 23.0 ill 13.6 16 93 C0685 " Slope Adj. Lot 52 1145.0 21.0 108 13.9 16 91 ' C0686 Lot 50 1146.0 24.0 110 12.7 16 92 C0687 " Lot 51 1146.0 22.0 ill 14.4 16 93 C0688 " Slope Adj. Lot 50 1145.0 23.0 112 15.1 16 94 MEADOW NEST / MESA HOMES Project Number: 88.81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ............--------------------------------------------------------------------------- C0689 7-10-90 Corte Almeria Adj. Lot 21 1148.0 16.0 ill 14.0 16 93 C0690 " Corte Almeria Adj. Lot 52 1147.0 16.0 108 13.8 16 91 C0691 " Tract 24133, Lot 7-1 1135.0 3.0 ill 13.8 10 85 C0692 Lot 5-1 1135.0 11.0 110 7.6 10 85 C0693 " Lot 3.1 1135.0 16.0 109 8.7 10 83 C0694 " Lot 1-1 1135.0 18.0 ill 7.6 10 85 C0695R Retest for C0691 1135.0 3.0 118 11.1 10 91 C0696R " Retest for C0692 1135.0 11.0 118 10.7 10 91 C0697R " Retest for C0693 1135.0 16.0 123 9.9 10 95 C0698 " Retest for C0694 1135.0 18.0 120 10.5 10 93 C0699 " Lot 2.1 1136.0 20.0 120 10.6 10 92 C0700 " Lot 4-1 1136.0 17.0 118 11.3 10 91 C0701 " Lot 6-1 1136.0 8.0 118 11.4 10 91 C0702 " Slope Adj. Lot 7-1 1136.0 10.0 118 11.1 10 91 C0703 " Slope Adj. Lot 5-1 1136.0 16.0 118 10.0 10 91 C0704 Slope Adj. Lot 3-1 1136.0 21.0 118 11.2 10 90 C0705 " Slope Adj. Lot 1-1 7136.0 23.0 118 11.5 10 91 C0706 " Lot 1-1 1137.0 21.0 117 11.8 10 90 C0707 " Lot 3-1 1137.0 21.0 118 9.8 10 91 C0708 " Lot 5-1 1137.0 15.0 119 10.6 10 92 C0709 11 Lot 7.1 1137.0 9.0 119 10.4 10 92 C0710 Lot 2.1 1138.0 23.0 120 10.3 10 92 C0711 " Lot 4-1 1138.0 19.0 118 12.4 10 91 C0712 " Lot 6-1 1138.0 13.0 118 12.2 10 91 C0713 " Slope Adj. Lot 2-1 1138.0 25.0 C0714 " SlopeAd-. Lot 4-1 118 11.4 10 91 C0715 u ) 1138.0 20.0 118 11.3 10 91 Slope Adj. Lot 6-1 1138.0 14.0 118 11.5 10 91 C0716 Lot 1-1 1139.0 23.0 120 9.1 10 92 C0717 Lot 3-1 1139.0 23.0 119 10.6 10 92 C0718 " Lot 5-1 1139.0 18.0 118 11.2 10 90 C0719 " Lot 7-1 1139.0 11.0 120 10.3 10 92 C0720 " Lot 1-1 1140.0 19.0 118 11.6 10 91 C0721 " Lot 3-1 1140.0 26.0 119 10.7 10 91 C0722 " Lot 5-1 1140.0 20.0 119 10.9 10 92 ' C0723 " Lot 2-1 1140.0 25.0 108 12.2 16 91 C0724 " Lot 6-1 1140.0 15.0 108 11.8 16 94 C0725 " Tract 24133, Lot 44 1151.0 29.0 115 8.5 7 96 C0126 " Lot 42 C0727 n 11 .0 2 .0 113 10.0 7 94 Lot 45 114747.0 27.0 114 10.0 7 95 C0728 " Lot 43 1149.0 24.0 115 9.5 7 95 C0729 " Lot 47 1146.0 26.0 118 10.7 7 98 C0730 " Lot 49 1148.0 25.0 117 10.6 7 97 C0731 " Lot 143-1 1149.0 17.0 124 10.0 9 95 1 MEADOW NEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ..........................:.................................................................................................... C0732 7-10-90 Lot 147-1 1151.0 10.0 129 11.1 9 99 C0733 " SlopeAd'. Lot 145.1 1152.0 27.0 119 8.4 7 98 C0734 " Slope Adj. Lot 147-1 1153.0 29.0 116 9.1 7 96 0735 Greenbelt Adj. Lot 143-1 1151.0 19.0 117 10.4 7 97 C0736 " Corte Benavente, Adj. Lot 143-1 1147.0 15.0 115 11.3 7 96 C0737 Corte Benavene Adj. Lot 145 1150.0 21.0 121 8.3 9 93 C0738 " Lot 149-1 1149.0 22.0 119 9.8 9 91 C0739 " Lot 151-1 1148.0 26.0 123 9.7 9 94 C0740 Corte Benisa, Adj. Lot 150-1 1147.0 24.0 124 10.0 9 95 C0741 Lot 148-1 1149.0 21.0 123 7.2 9 94 C0742 " Lot 145-1 1153.0 14.0 124 7.6 9 95 C0743 Lot 147-1 1153.0 12.0 118 7.9 9 90 c0744 Lot 143.1 1151.0 21.0 111 8.0 7 92 ' C0745 Lot 47 1148.0 30.0 118 7.5 9 90 C0746 Lot 46 1146.0 28.0 112 7.0 7 93 C0747 " Slope Adj. Lot 147-1 1155.0 14.0 129 11.4 9 98 C0748 " Slope Adj. Lot 143.1 1153.0 19.0 125 12.4 9 96 C0749 7-11-90 Lot 53 1149.0 25.0 117 8.4 5 91 cO750 " slope Adj. Lot 53 1149.0 24.0 119 6.8 5 93 C0751 " Lot 52 1150.0 25.0 117 10.1 5 91 C0752 Lot 54 1152.0 27.0 113 11.2 5 88 c0753 slope Adj. Lot 54 1150.0 25.0 116 9.9 5 90 C0754 " Slope Adj. Lot 54 1151.0 25.0 115 10.7 5 90 C0755R " Retest for C0752 1152.0 27.0 115 11.8 5 90 1:0756 " Lot 50 1149.0 27.0 117 10.9 5 91 C0757 " Corte Almeria, Adj. Lot 50 1150.0 17.0 116 11.9 5 91 117511 " Tract 24133, Lot 50 1151.0 26.0 118 9.9 5 92 0759 Corte Almeria Adj. Lot 51 1152.0 20.0 117 10.3 5 91 C0760 Lot 52 1151.0 23.0 117 10.9 5 91 C0761 Lot 53 1151.0 24.0 118 11.6 5 91 1 C0762 " Lot 54 1151.0 25.0 117 10.7 5 91 C0763 Lot 50 1150.0 29.0 117 10.3 5 91 C0764 " Lot 51 1149.0 26.0 118 11.0 5 92 C0765 Slope adj. Lot 148-1 1144.0 20.0 113 9.2 7 94 C0766 Slope Adj. Lot 146-1 1142.0 17.0 110 10.3 7 91 C0767 Lot 160-1 1139.0 19.0 122 11.3 9 93 C0768 " Lot 158-1 1139.0 20.0 118 11.7 7 98 C0769 " Lot 156-1 1139.0 23.0 114 12.7 7 . 94 C0770 " Lot 155-1 1142.0 28.0 112 10.1 7 93 C0771 " Lot 157-1 1142.0 26.0 113 9.2 7 94 C0772 Corte Benisa Adj. Lot 154-1 1140.0 24.0 116 10.1 7 96 C0773 " Corte Benisa, Adj. Lot 198-1 1140.0 24.0 119 4.2 7 97 C0774 Slope Adj. Lot 157-1 1140.0 16.0 112 8.8 7 93 1 MEADOW WEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (it) Below Test (ft) Density Content (%) Type (%) -------------------------------------------------------------------------------------------------------------------............. ' C0775 7-11-90 Lot 159-1 1142.0 27,0 ill 6.5 7 93 C0776 " Lot 155-1 1143.0 29.0 110 6.4 7 92 C0777 " Lot 153-1 1144.0 28.0 110 12.8 7 92 ' C0778 " Corte Benavente , Adj. Lot 158-1 1140.0 24.0 113 10.8 7 94 C0779 " Corte Benavente, Adj. Lot 159-1 1140.0 20.0 112 7.6 7 93 C0780 " Slope Adj. Lot 154-1 1141.0 24.0 116 9.1 7 97 C0781 Lot 151-1 1143.0 21.0 113 9.4 7 94 C0782 Lot 148-1 1143.0 17.0 122 10.2 9 93 C0783 Lot 145-1 1144.0 17.0 112 9.2 7 93 C0784 " Lot 53 1145.0 18.0 113 10.4 7 94 ' C0785 Lot 51 1145.0 19.0 114 7.2 7 95 C0786 Lot 50 1145.0 20.0 115 8.1 7 95 C0787 " Slope Adj. Lot 1-1 1141.0 28.0 122 4.8 10 94 C0788 Slope Adj. Lot 3-1 1141.0 26.0 124 5.3 10 95 C0789 Slope Adj. Lot 5-1 1141.0 21.0 121 4.9 10 93 C0790 Slope Adj. Lot 7-1 - 1141.0 16.0 123 5.2 10 94 C0791 Tract 24133-1, Slope Adj. Lot 9-1 1141-0 4.0 123 5.3 10 95 C0792 " Lot 8-1 1142.0 5.0 123 4.8 10 94 C0793 " Lot 4-1 1142.0 24.0 121 5.5 10 93 C0794 " Lot 2-1 1143.0 28.0 120 5.2 10 92 C0795 " Lot 6-1 1143.0 16.0 110 7.1 10 91 C0796 " Lot 11-1 1144.0 4.0 118 8.0 10 91 C0797 Lot 7-1 1144.0 15.0 121 10.2 10 93 C0798 Lot 3-1 1144.0 28.0 123 9.4 10 95 C0799 Slope Adj. Lot 4-1 1145.0 28.0 120 11.5 10 92 C0800 " Slope Adj. Lot 8-1 1145.0 17.0 120 10.8 10 92 C0801 " Lot 11.1 1146.0 5.0 119 8.6 10 91 C0802 Lot 8-1 1146.0 10.0 119 12.6 10 91 C0803 " Lot 3-1 1146.0 30.0 118 6.3 10 91 C0804 " Lot 1-1 1147.0 32.0 117 7.7 10 90 C0805 " Lot 6-1 1147.0 22.0 119 7.0 10 92 C0806 " Lot 10-1 1147.0 9.0 118 - 7.7 10 91 C0807 Lot 12-1 1148.0 4.0 119 9.1 10 92 C0808 Lot 9-1 1148.0 12.0 118 11.7 10 91 C0809 " Lot 5-1 1148.0 24.0 119 11.6 10 91 C0810 " Lot 2.1 1148.0 33.0 122 10.5 10 94 C0811 7-12-90 Lot 154.1 1142.0 25.0 114 11.9 7 95 C0812 Lot 156-1 1142.0 30.0 114 12.1 7 95 C0813 " Lot 158-1 1142.0 27.0 112 9.4 7 93 C0814 Lot 160.1 1142.0 22.0 109 9.1 7 90 C0815 " Lot 153-1 1146.0 30.0 110 14.0 7 91 C0816 Lot 155-1 1146.0 32.0 ill 13.3 7 92 C0817 Lot 157-1 1146.0 32.0 116 16.3 7 96 1 MEADOW WEST / MESA HOMES ' Project Number: 88-81-148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content (Y.) Type M ................................................................................................................................ C0818 7-12-90 Lot 159-1 1146.0 29.0 117 15.0 7 97 C0819 Slope, Adj. Lot 145-1 1146.0 19.0 119 6.4 7 91 C0820 Slope, Adj. Lot 148-1 1146.0 22.0 115 6.7 7 96 ' C0821 " Lot 53 1147.0 20.0 116 6.7 7 97 C0822 " Lot 51 1147.0 21.0 112 7.6 7 93 C0823 Slope, Adj. Lot 151-1 1147.0 20.0 110 7.9 7 91 C0824 " Corte Benavente, Adj. Lot 145-1 1145.0 7.0 109 7.7 7 91 C0825 " Corte Benavente, Adj. Lot 143-1 1145.0 13.0 114 8.2 7 94 C0826 Corte Benaventa, Adj. Lot 148-1 1145.0 20.0 113 9.0 7 93 C0827 " Lot 144-1 1147.0 9.0 119 6.1 9 91 ' C0828 " Lot 142-1 1147.0 16.0 119 6.0 9 91 C0829 Lot 149-1 1147.0 9.0 113 7.3 7 92 C0830 " Lot 50 1150.0 23.0 115 6.2 7 95 ' C0831 Calle Ballentine, Adj. Lot 96-5 1155.0 12.0 113 13.0 16 93 C0832 Lot 95-5 1157.0 9.0 109 13.7 16 91 C0833 Lot 103-5 1157.0 9.0 107 12.5 16 90 C0834 Lot 104-5 1160.0 12.0 110 13.4 16 93 C0835 Lot 96-5 1158.0 13.0 107 12.3 16 90 CO836 " Lot 97-5 1158.0 13.0 108 15.1 16 91 C0837 " Calla Ballentine, Adj. Lot 94-5 1157.0 3.6 110 13.6 16 92 C0838 " Lot 95-5 1157.0 9.0 ill 14.5 16 93 C0839 Lot 103-5 1157.0 7.0 110 13.9 16 92 C0840 - " Corte Albano, Adj. Lot 104-5 1160.0 10.0 112 12.9 16 94 C0841 " Lot 105-5 1159.0 7.0 ill 14.8 16 93 C0842 " Lot 114-5 1159.0 4.0 110 12.4 16 93 C0843 Lot 103-5 1158.0 3.0 110 11.9 16 92 C0844 Lot 94-5 1160.0 9.0 110 14.3 16 93 C0845 Lot 96-5 1159.0 14.0 109 12.8 16 91 C0846 " Lot 97.5 1159.0 15.0 109 15.1 16 91 C0847 " Tract 24133-1, Lot 1-1 1149.0 35.0 119 10.7 10 92 C0848 Lot 4.1 1149.0 31.0 120 11.2 10 92 C0849 " Lot 7-1 1149.0 21.0 120 11.9 10 92 C0850 " Lot 11-1 1149.0 10.0 118 10.4 10 90 C0851 Lot 12-1 1150.0 6.0 118 11.2 10 91 C0852 " Lot 9-1 1150.0 15.0 119 10.6 10 91 C0853 " Lot 6-1 1150.0 25.0 120 8.7 10 92 C0854 Lot 3-1 1150.0 32.0 118 8.8 10 91 C0855 Slope Adj. Lot 4-1 1151.0 33.0 122 10.3 10 94 C0856 " Slope Adj. Lot 7-1 1151.0 25.0 119 11.2 10 91 C0857 Tract 24133-1, Slope Adj. Lot 9-1 1151.0 23.0 119 10.5 10 91 ' C0858 " Slope Adj. Lot 11-1 1151.0 12.0 118 8.0 10 90 C0859 " Slope Adj. Lot 157 1143.0 31.0 118 8.2 10 91 C0860 " Slope Adj. Lot 155 1143.0 31.0 117 9.0 10 90 MEADOW WEST / MESA HOMES ' Project Number: 88-81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture soil Compaction (CATION Elevation (it) Below Test (ft) Density Content (%) Type (%) C0861 7-12-90 Lot 160.1 1146.0 28.0 118 9.7 10 91 C0862 " Lot 153.1 1146.0 30.0 118 10.2 10 91 C0863 " Lot 158.1 1145.0 31.0 121 10.2 10 93 ' C0864 " Lot 155-1 1145.0 31.0 121 10.0 10 93 C0865 Lot 157-1 1146.0 33.0 119 10.9 10 92 C0866 " Lot 154-1 1148.0 33.0 118 8.2 10 91 C01167 Lot 158-1 1147.0 33.0 118 8.9 10 91 C0868 " Lot 156-1 1147.0 33.0 118 6.9 -10 91 C0869 Lot 160-1 1149.0 31.0 118 7.4 10 91 C0870 " Lot 154-1 1149.0 34.0 118 7.0 10 91 C0871 7-13-90 Tract 24133-5, Lot 103-5 1160.0 12.0 109 17.9 16 91 C0872 " Corte Albano, Adj. Lot 114-5 1159.0 3.0 112 15.8 16 94 C0873 " Lot 94-5 1163.0 13.0 105 18.6 16 Be C0874 " Lot 96-5 1161.0 18.0 107 18.2 16 90 C0875R ° Retest for C0873 1163.0 13.0 108 17.9 16 90 C0876 Lot 29-5 1162.0 18.0 110 16.2 16 92 C0877 ^ Lot 30-5 1160.0 8.0 109 16.9 16 91 C0878 Lot 28-5 1163.0 23.0 109 14.7 16 91 C0879 Lot 94-5 1163.0 14.0 112 12.4 16 94 C0880 " Lot 95-5 1165.0 17.0 112 13.5 16 94 IC0881 Lot 28-5 1163.0 23.0 109 15.6 16 92 C0882 Lot 93-5 1160.0 3.0 ill 15.9 16 93 C0883 " Lot 29-5 1163.0 19.0 ill 16.1 16 94 C0884 " Calle BaLlentine Adj. Lot 97-5 1165.0 21.0 112 13.9 16 94 C0885 Lot 29-5 1165.0 21.0 ill 14.7 16 93 C0886 " Lot 152-1 1152.0 29.0 ill 10.2 7 92 C0887 " Lot 150-1 1152.0 29.0 112 9.7 7 93 ' C0888 Lot 148-1 1154.0 29.0 116 10.7 7 97 C0889 Lot 50 1153.0 32.0 115 10.5 7 96 C0890 " Lot 52 1153.0 32.0 115 9.7 7 96 C0891 Lot 73-1 1152.0 16.0 116 8.2 7 97 C0892 " Lot 75-1 1152.0 16.0 120 7.0 9 92 C0893 " Lot 77.1 1152.0 16.0 119 10.2 7 98 C0894 " Corte Benavente, Adj. Lot 76-1 1154.0 14.0 115 12.9 7 96 ' C0895 " Slope Adj. Lot 147-1 1152.0 27.0 114 11.9 7 95 C0896 " Slope Adj. Lot 150-1 1153.0 27.0 115 12.0 7 96 C0897 " Corte Benavente, Adj. Lot 73-1 1152.0 12.0 121 9.3 9 93 C0898 " Lot 151.1 1154.0 31.0 116 11.0 7 96 C0899 " Lot 149-1 1154.0 31.0 121 7.3 9 93 C0900 " Lot 147-1 1155.0 31.0 119 10.2 7 98 C0901 " Lot 74-1 1154.0 18.0 124 11.1 9 95 C0902 " Lot 74-1 1154.0 18.0 116 7.9 7 96 C0903 " Lot 76-1 1154.0 18.0 124 6.8 9 95 MEADOW NEST / MESA HOMES . Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate - Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (it) Below Test (ft) Density Content (%) Type (%) ................................................................................................................................ ' C0904 7-13-90 Tract 24133, Lot 51 1155.0 34.0 124 7.0 9 95 C0905 " Lot 53 1155.0 34.0 115 10.5 7 96 C0906 " Lot 52 1155.0 35.0 112 9.7 7 93 ' C0907 Slope Adj. Lot 159-1 1146.0 29.0 109 10.2 7 91 C0908 " Slope Adj. Lot 157-1 1146.0 34.0 110 9.7 7 91 C0909 Slope Adj. Lot 155-1 1146.0 35.0 110 10.7 7 91 C0910 " Lot 160-1 1148.0 27.0 109 9.8 7 91 C0911 " Lot 156-1 1146.0 36.0 110 10.9 7 92 C0912 " Lot 154-1 1148.0 33.0 110 9.6 7 92 C0913 Lot 159-1 1148.0 33.0 109 11.2 7 91 C0914 Lot 155-1 1147.0 35.0 109 9.4 7 91 C0915 Lot 153-1 1149.0 33.0 109 9.7 7 91 C0916 Slope Adj. Lot 158-1 1147.0 34.0 109 10.4 7 91 C0917 " Slope Adj. Lot 156-1 1147.0 37.0 109 12.2 7 91 C0918 " Slope Adj. Lot 155-1 1147.0 35.0 110 12.7 7 91 C0919 Lot 158-1 1148.0 34.0 ill 12.5 7 93 C119211 " Lot 155-1 1148.0 36.0 110 11.4 7 92 C0921 7-16-90 Lot 111-5 1160.0 7.0 113 12.7 16 95 C0922 Lot 113-5 1167.0 12.0 110 13.1 16 92 C0923 Lot 110-5 1165.0 12.0 108 11.9 16 91 C0924 " Lot 104-5 1165.0 16.0 112 14.9 16 94 C0925 Lot 103-5 1167.0 17.0 109 16.1 16 91 C0926 " Lot 109-5 - 1166.0 10.0 107 12.8 16 90 C0927 " Lot 105-5 1166.0 13.0 106 12.4 16 89 C0928 Lot 104-5 1166.0 18.0 ill 13.0 16 93 C0929 " Lot 105-5 1166.0 13.0 107 12.9 16 90 C0930 Corte Albano, Adj. Lot 104-5 1166.0 15.0 ill 14.7 16 93 ' C0931 Corte Albano, Adj. Lot 112-5 1167.0 16.0 108 11.0 16 91 C0932 Lot 93-5 1166.0 8.0 108 18.1 16 91 C0933 " Lot 94-5 1166.0 13.0 107 17.9 16 90 C0934R " Retest of C0927 1166.0 13.0 108 18.5 16 90 C0935 " Lot 96-5 1166.0 18.0 107 17.1 16 90 C0936 " Lot 97.5 1165.0 22.0 107 15.9 16 90 C1937 1,17.90 Calle Ballentine, Adj, Lot 95.5 1164.0 16.0 108 16.9 16 91 ' C0938 Lot 30-5 1165.0 12.0 ill 15.9 16 93 C0939 Tract 24133, Lot 53 1141.0 11.0 117 8.0 7 97 C0940 " Lot 53 1142.0 13.0 112 8.5 7 94 C0941 " Slope Adj. Lot 144-1 1142.0 13.0 110 12.3 7 92 C0942 " Slope Adj. Lot 54 1143.0 15.0 116 6.2 7 96 C0943 " Lot 51 1142.0 12.0 ill 7.7 7 93 ' C0944 Lot 44 1144.0 25.0 98 22.3 7 81 C0945 Retest of C0944 1144.0 25.0 120 10.7 7 100 C0946 " Slope Adj. Lot 53 1145.0 17.0 108 8.8 7 90 MEADOW NEST / MESA HOMES ' Project Number: 98.81.148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction l CATION Elevation (it) Below Test (ft) Density Content (7.) Type M -� C0947 7-17-90 Lot 47 1144.0 25.0 117 8.4 7 97 C0948 Lot 44 1149.0 26.0 ill 8.9 7 92 C0949 " Lot 46 1150.0 30.0 116 6.8 7 97 1 C0950 Lot 56 1143.0 15.0 112 10.9 7 93 C0951 Lot 52 1145.0 20.0 113 8.7 7 94 C0952 " Lot 54 1145.0 18.0 113 9.1 7 94 C0953 " Lot 50 1142.0 18.0 114 10.2 7 95 C0954 " Corte Almeria, Adj. Lot 42 1144.0 6.0 113 7.4 7 94 C0955 " Tract 24133-1, Lot 160-1 1149.0 33.0 118 9.6 7 91 C0956 " Lot 160-1 1149.0 33.0 118 9.0 7 91 ' C0957 " Lot 158-1 1149.0 34.0 118 10.0 7 91 C0958 " Lot 157-1 1149.0 36.0 118 9.5 7 91 C0959 " Lot 156-1 1149.0 37.0 119 8.0 7 91 ' C0960 Lot 155-1 1149.0 37.0 119 8.6 7 91 C0961 " Lot 154-1 1149.0 34.0 119 10.8 7 92 C0962 " Lot 153-1 1149.0 33.0 119 11.4 7 92 C0963 Lot 152-1 1149.0 31.0 121 9.1 7 93 C0964 Lot 151-1 1149.0 30.0 119 9.5 7 91 C0965 Lot 150-1 1149.0 29.0 118 9.4 7 91 C0966 q Lot 149-1 1149.0 28.0 119 11.6 7 93 ' C0967 Corte Benisa Adj. Lot 160-1 1150.0 28.0 121 11.0 7 92 C0968 Corte Benisa, Adj. Lot 158-1 1150.0 25.0 121 - 9.2 7 93 C0969 " Slope Adj. Lot 156.1 1150.0 39.0 120 8.9 7 93 C0970 7-16.90 Tract 24133.1, Slope Adj. Lot 154-1 1150.0 35.0 120 11.7 7 92 C0971 " Slope Adj. Lot 160-1 1155.0 33.0 120 11.5 7 92 C0972 Lot 155-1 1150.0 35.0 121 11.2 7 93 C0973 " Lot 158-1 1151.0 37.0 118 9.7 7 91 C0974 Lot 156-1 1151.0 41.0 119 10.0 7 91 C0975 " Lot 155-1 1151.0 40.0 119 9.0 7 91 C0976 " Lot 159.1 1152.0 36.0 113 11.6 7 87 C1977 ^ Lot 157-1 1152.0 39.0 112 11.8 7 86 C0978 " Lot 155-1 1152.0 40.0 114 11.3 7 87 C0979 " Lot 153.1 1152.0 36.0 118 8.6 10 91 C098OR " Retest of C0976 1152.0 36.0 120 9.4 10 92 C0981R " Retest of C0977 1152.0 39.0 118 9.7 10 91 C0982R " Retest of C0978 1152.0 40.0 119 9.6 10 92 C0983 Lot 160-1 1153.0 37.0 117 9.4 10 90 ' C0984 " Lot 158-1 1153.0 40.0 118 7.9 10 91 C0985 " Lot 154-1 1153.0 41.0 117 10.0 10 90 C0986 " Lot 152-1 1153.0 38.0 118 10.2 10 91 C0987 7-17-90 Lot 19 1148.0 11.0 121 9.1 9 93 C0988 " Lot 17 1147.0 13.0 119 8.6 9 91 C0989 Lot 20 1149.0 4.0 117 8.2 9 90 MEADOW VEST y MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS '. POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content (%) Type M ................................................................................................................................ ' C0990 7-17-90 Corte Almeria Adj. Lot 20 1146.0 11.0 117 8.8 9 90 C0991 Corte Almeria, Adj. Lot 19 1146.0 18.0 118 9.3 9 90 C0992 " Lot 16 1148.0 20.0 116 10.2 9 90 ' C0993 Corte Almeria, Adj. Lot 18 1148.0 20.0 107 17.6 16 90 C0994 Corte Almeria, Adj. Lot 20 1147.0 14.0 108 19.0 16 91 C0995 " Lot 18 1148.0 15.0 108 16.7 16 91 C0996 " Corte Almeria, Adj. Lot 21 1148.0 8.0 114 12.9 16 96 C0997 " Corte Almeria, Adj. Lot 18 1147.0 19.0 ill 8.9 14 96 C0998 " Corte Almeria Adj. Lot 17 1149.0 22.0 110 9.1 14 95 C0999 " Corte Almeria, Adj. Lot 18 1149.0 20.0 ill 9.7 14 96 C1000 Lot 16 1148.0 16.0 119 8.3 9 91 C1001 Lot 17 1149.0 18.0 118 9.3 9 91 C1002 " Lot 16 1150.0 11.0 118 8.0 9 91 C1003 Tract 24133, Lot 17 1151.0 12.0 121 8.3 9 93 C1004 " Lot 18 1148.0 10.0 119 7.1 9 91 C1005 " Lot 19 1149.0 8.0 118 7.4 9 91 C1006 Lot 15 1153.0 19.0 120 6.1 9 92 C1007 " Lot 20 1149.0 6.0 118 6.0 9 91 C1008 " Lot 14 1151.0 14.0 122 6.3 9 94 C1009 Lot 13 1153.0 21.0 118 7.0 9 91 C1010 Lot 12 1153.0 21.0 119 7.7 9 92 C1011 " Lot 42 1153.0 22.0 104 6.4 7 86 C1012 Lot 45 1154.0 33.0 105 16.0 7 87 C1013 " Lot 46 1151.0 32.0 110 10.4 7 92 C1014 " Lot 48 1139.0 18.0 120 10.2 5 93 C1015 Lot 51 1142.0 16.0 110 10.1 7 92 C1016 " Lot 53 1143.0 16.0 108 12.4 7 90 ' 0017 " Lot 44 1153.0 33.0 104 13.2 7 87 C1018 " Corte Almeria, Adj. Lot 54 1143.0 5.0 110 8.9 7 92 C1019R " Retest of C1011 1153.0 22.0 109 10.1 7 91 ' C102OR „ Retest of C1017 1153.0 33.0 112 7.8 7 94 C1021R Retest of C1012 1154.0 33.0 116 7.4 7 96 C1022 " Lot 48 1152.0 32.0 112 4.5 7 93 C1023 Lot 50 1145.0 22.0 112 6.8 7 93 C1024 Lot 51 1143.0 15.0 113 11.6 7 94 C1025 Lot 53 1146.0 21.0 116 8.6 7 97 C1026 Lot 55 1145.0 17.0 ill 6.0 7 93 ' C1027 Lot 49 1149.0 24.0 110 10.6 7 92 C1028 " Lot 52 1144.0 14.0 110 8.4 7 92 C1029 " Lot 54 1146.0 19.0 ill 7.2 7 92 ' C1030 Slope, Adj. Lot 55 1145.0 18.0 109 6.3 7 91 C1031 " Corte Almeria, Adj. Lot 48 1146.0 25.0 110 9.4 7 92 C1032 " Slope, Adj. Lot 50 1146.0 24.0 110 6.9 7 92 MEADOW NEST / MESA HOMES ' Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ........................................................................................................... ' C1033 7-17-90 Lot 53 1146.0 17.0 109 8.6 7 91 C1034 Slope, Adj. Lot 56 1147.0 18.0 108 11.9 7 90 C1035 " Tract 24133.5, Lot 109-5 1167.0 8.0 109 9.2 4 92 ' 11036 Lot 112-5 1167.0 12.0 109 9.2 4 92 C1037 " Lot 115-5 1167.0 6.0 109 9.0 4 92 C1038 " Lot 82-5 1167.0 5.0 112 12.0 4 94 C1039 " Lot 78-5 1167.0 5.0 ill 12.8 4 94 C1040 " Lot 50.5 1169.0 1.0 109 12.6 4 92 C1041 " Lot 53-5 1169.0 2.0 108 13.6 4 91 C1042 Lot 40-5 1189.0 2.0 107 13.5 4 90 ' C1043 " Lot 37-5 1189.0 4.0 ill 8.9 4 94 C1044 " Lot 110-5 1168.0 14.0 ill 8.1 4 94 C1045 " Lot 113-5 1168.0 12.0 113 12.7 4 95 C1046 " Lot 116-5 1168.0 2.0 112 11.5 4 95 C1047 " Lot 84-5 1169.0 7.0 ill 14.1 4 94 C1048 " Lot 81.5 1169.0 10.0 109 13.3 4 92 C1049 Lot 77-5 1169.0 5.0 107 14.5 4 91 C1050 " Lot 51.5 1170.0 2.0 108 14.2 4 92 C1051 " Lot 109-5 1170.0 14.0 108 9.6 4 91 C1052 " Lot 110-5 1170.0 16.0 109 12.8 4 92 11053 " Lot 111.5 '1170.0 16.0 108 9.3 4 91 ' C1054 " Lot 112-5 1170.0 17.0 107 9.5 4 91 C1055 " Lot 113-5 1170.0 14.0 107 11.3 4 90 C1056 " Lot 114.5 1170.0 12.0 108 12.2 4 91 C1057 " Lot 84-5 1170.0 10.0 107 13.3 4 90 C1058 " Lot 82-5 1170.0 13.0 108 11.8 4 91 C1059 " Lot 80-5 1170.0 15.0 108 10.0 4 91 ' C1060 Lot 78-5 1170.0 9.0 109 12.7 4 92 C1061 " Lot 50-5 1172.0 6.0 108 9.7 4 91 C1062 " Lot 52.5 1172.0 7.0 107 9.8 4 91 C1063 " Lot 54-5 1172.0 4.0 107 11.1 4 90 ' C1064 1, Lot 108.5 1171.0 7.0 107 12.5 4 91 C1065 Lot 110-5 1171.0 17.0 107 13.1 4 91 C1066 " Lot 112-5 1171.0 18.0 108 12.2 4 91 ' C1067 " Lot 114-5 1171.0 13.0 107 11.3 4 90 C1068 " Tract 24133-5, Lot 116-5 1171.0 4.0 108 12.2 4 91 C1069 " Lot 49-5 1173.0 4.0 108 13.0 4 91 ' C1070 " Lot 51-5 1173.0 8.0 107 11.8 4 90 C1071 " Lot 53-5 1173.0 8.0 108 11.3 4 92 C1072 " Lot 555 1173.0 2.0 109 13.4 4 92 C1073 " Lot 108-5 1172.0 8.0 108 11.8 4 91 C1074 „ Lot 110-5 1172.0 18.0 109 10.9 4 92 C1075 Lot 112-5 1172.0 18.0 109 11.5 4 92 MEADOW WEST / MESA HOMES ' Project Number: B8-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of FiLL Dry Moisture Soil Compaction ICATION Elevation (ft) Betou Test (ft) Density Content (%) Type (%) ................................................................................................................................ C1076 7-17-90 Lot 114-5 1172.0 14.0 108 12.6 4 91 C1077 7-18-90 Tract 24133-5, Lot 81-5 1171.0 11.0 118 11.0 10 91 C1078 " Lot 79-5 1173.0 11.0 119 11.0 10 92 C1079 " CaLLe Ballentine, Adj. Lot 79-5 1172.0 8.0 119 9.8 10 92 C1080 " Lot 82-5 1173.0 15.0 116 11.0 10 90 C1081 " Lot 109-5 1173.0 15.0 114 8.9 10 88 C1082 Lot 110-5 1173.0 12.0 115 7.9 10 88 ' C1083 " Lot 111-5 1173.0 16.0 113 10.6 10 87 C1084 _ " Lot 112-5 1173.0 16.0 114 11.0 10 88 C1085R " Retest of C1081 1173.0 15.0 118 9.1 10 90 ' C1086R " Retest of C1082 1173.0 12.0 118 9.9 10 91 C1087R " Retest of C1083 1173.0 16.0 118 10.3 10 91 C1088R " Retest of C1084 1173.0 16.0 119 9.4 10 92 ' C1089 " Calle Ballentine, Adj. Lot 83-5 1171.0 9.0 107 11.1 17 90 C1090 " Cake Ballentine, Adj. Lot 80-5 1173.0 9.0 106 10.5 17 90 C1091 " Lot 78-5 1173.0 10.0 109 11.6 17 92 C1092 " Lot 77.5 1173.0 8.0 106 11.9 17 90 ' C1093 Lot 81-5 1175.0 15.0 107 15.3 17 90 C1094 Lot 78-5 1176.0 14.0 107 15.6 17 90 C1095 Lot 77-5 1176.0 11.0 109 14.5 17 96 ' C1096 " Lot 80-5 1175.0 14.0 112 13.2 17 94 C1097 " CaLLe BaLLentine Adj, Lot 53-5 1174.0 9.0 109 15.2 17 92 C1098 " Lot 82-5 1175.0 18.0 116 8.1 10 90 C1099 " Lot 112-5 1176.0 22.0 116 6.4 10 90 C1100 Lot 113-5 1175.0 17.0 109 11.1 17 92 C1101 " Tract 24133, Lot 50-5 1176.0 8.0 109 14.1 17 96 C1102 " Calle Ballentine Adj, Lot 84-5 1176.0 5.0 ill 15.3 17 93 C1103 " Calle Ballentine Adj, Lot 55-5 1175.0 7.0 ill 12.9 17 93 C1104 " Lot 79-5 1176.0 15.0 112 13.6 17 94 C1105 " Lot 78-5 1176.0 12.0 108 13.1 17 91 ' C1106 " Lot 77-5 1176.0 10.0 107 14.7 17 90 C1107 " Lot 114.5 1177.0 18.0 108 12.7 17 91 C1108 " Lot 112-5 1177.0 22.0 110 13.9 17 93 C1109 " Lot 83-5 1177.0 20.0 118 8.7 10 90 C1110 " Lot 82-5 1176.0 18.0 118 8.1 10 91 C1111 " Lot 81-5 1178.0 19.0 117 9.4 10 90 C1112 " Lot 80-5 1178.0 18.0 107 14.6 17 90 ' C1113 " Lot 79-5 1178.0 16.0 107 13.3 17 90 C1114 " Lot 79.5 1178.0 16.0 107 13.3 17 90 C1115 " Lot 77-5 1178.0 14.0 109 12.7 17 92 C1116 " Calle BalLentine Adj, Lot 81-5 1178.0 16.0 107 12.0 17 90 ' C1117 „ Lot 51 1154.0 29.0 116 14.9 7 96 C1116 Lot 54 1154.0 30.0 114 10.8 7 95 ' MEADOW LIEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (X) Type (%) ................................................................................................................................ C1119 7.18.90 Lot 56 1154.0 28.0 118 9.8 12 91 C1120 " Lot 51 1155.0 33.0 115 6.5 6 96 C1121 " Lot 54 1155.0 31.0 115 7.6 6 96 ' C1122 " Lot 46 1155.0 36.0 122 8.7 10 94 C1123 " Lot 45 1155.0 36.0 118 7.1 10 90 C1124 " Corte Almeria, Adj. Lot 49 1154.0 33.0 110 15.1 16 93 ' C1125 " Lot 54 1156.0 30.0 115 16.0 2 96 C1126 " Corte Almeria, Adj. Lot 19 1149.0 19.0 120 9.6 10 96 C1127 " Corte Almeria, Adj. Lot 20 1152.0 19.0 109 13.1 7 91 ' C1128* " Corte Almeria, Adj, Lot 10.5 1172.0 14.0 120 5.8 10 91 C1129* " Lot 10-5 1170.0 18.0 123 5.9 10 95 C1130* " Corte Almeria, Adj Lot 10-5 1169.0 15.0 115 7.0 7 96 C1131 7.19.90 Lot 10.5 1170.0 15.0 117 11.2 10 90 C1132 Lot 12-5 1171.0 20.0 119 10.9 10 91 C1133 Via Rivas Adj. Lot 12-5 1171.0 24.0 119 10.3 10 91 C1134 Corte Almeria Adj. Lot 12.5 1169.0 19.0 117 11.1 10 90 ' C1135 „ Greenbelt Adj. Corte Almeria 1167.0 19.0 118 10.0 10 91 C1136 Greenbelt Adj. Corte Almeria 1167.0 16.0 108 17.9 17 91 C1137 " Lot 11.5 1171.0 19.0 110 16.9 17 93 C1138 " Corte Almeria Adj. Lot 10-5 1167.0 10.0 108 18.4 17 91 ' C1139 " Greenbelt Adj. Lot 22-5 1165.0 16.0 108 16.3 17 91 C1140 Corte Almeria 8 Via Rivas 1169.0 20.0 107 17.1 17 90 C1141 " Corte Almeria Adj. Lot 11-5 1170.0 17.0 109 17.6 17 92 C1142 " Lot 10-5 1170.0 13.0 108 15.7 17 91 C1143 " Greenbelt Adj. Lot 22.5 1166.0 17.0 108 18.1 17 91 C1144* " Greenbelt Adj. Lot 21-5 1167.0 15.0 110 16.1 17 92 ' C1145* " Greenbelt Adj. Lot 1-5 1166.0 20.0 108 17.3 17 91 C1146* " Corte Almeria Adj. Lot 1 1170.0 23.0 110 15.9 17 96 C1147 Lot 1 1171.0 25.0 ill 15.5 17 93 C1148 " Corte Almeria Adj. Lot 2 1169.0 24.0 108 15.6 17 91 C1149 " Lot 11 1156.0 20.0 109 16.0 17 92 C1150 " Greenbelt Adj. Corte Almeria 1169.0 20.0 112 14.9 17 95 C1151 " Greenbelt Adj. Lot 21-5 1167.0 16.0 109 16.3 17 91 ' C1152 " Lot 12.5 1170.0 19.0 108 17.0 17 91 C1153 " Via Rivas Adj. Lot 12-5 1172.0 26.0 110 15.3 17 93 C1154 " Via Rivas Adj. Lot 1 1171.0 26.0 110 15.0 17 93 C1155 " Lot 86-5 1179.0 9.0 ill 9.6 4 94 ' C1156 " Lot 84-5 1179.0 11.0 ill 8.8 4 94 C1157 " Lot 82-5 1179.0 20.0 109 9.4 4 92 C1158 " Lot 80-5 1179.0 21.0 110 9.2 4 93 ' C1159 Lot 78-5 1179.0 16.0 109 7.4 4 92 C1160 Lot 76-5 1179.0 11.0 110 9.4 4 90 C1161 " Tract 24133-5, Lot 109-S 1176.0 19.0 107 9.6 4 91 1 MEADOW WEST 7 MESA HOMES ' Project Number: 88-81-148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) -------------------------------------------------------------------------------------------------------------------------------- ' C1162 7.19.90 Lot 111.5 1176.0 23.0 107 10.1 4 90 C1163 " Lot 113-5 1176.0 22.0 110 10.6 4 93 C1164 " Lot 115.5 1176.0 14.0 110 9.9 4 93 ' C1165 " Lot 87.5 1180.0 8.0 109 7.1 4 92 C1166 " Lot 85-5 1180.0 17.0 107 7.9 4 90 C1167 " Lot 83-5 1180.0 23.0 108 8.2 4 91 ' C1168 " Lot 81.5 1180.0 23.0 108 8.6 4 91 C1169 " Lot 79-5 1180.0 21.0 ill 11.3 4 94 C1170 " Lot 77-5 1180.0 16.0 108 11.3 4 91 C1171 " Lot 75.5 1180.0 8.0 ill 11.3 4 94 ' C1172 " Lot 108-5 1177.0 9.0 105 7.7 4 89 C1173 " Lot 110.5 1177.0 23.0 103 7.2 4 89 C1174 " Lot 112.5 1177.0 24.0 107 11.5 4 91 C1175 " Lot 114-5 1177.0 20.0 107 10.7 4 91 C1176 " Lot 116-5 1177.0 12.0 .108 12.2 4 91 C1177R " Retest of C1172 1177.0 9.0 113 12.7 4 95 ' C1178R ;; Retest of C1173 1177.0 23.0 107 14.5 4 91 C1179 " Lot 49-5 1180.0 7.0 ill 9.7 4 93 C1180 Lot 52-5 1180.0 16.0 109 9.5 4 92 C1181 " Lot 56-5 1180.0 2.0 107 9.5 4 91 ' C1182 Lot 50-5 1181.0 13.0 107 10.2 4 90 C1183 Lot 54-5 1181.0 11.0 106 9.8 4 89 C1184 Lot 48.5 1182.0 4.0 110 9.3 4 93 ' C1185 " Lot 52-5 1182.0 14.0 106 10.3 4 89 C1186 " Lot 55.5 1182.0 5.0 109 9.2 4 92 C1187 " Lot 51.5 1183.0 16.0 110 10.8 4 93 C1188 " Lot 54-5 1183.0 11.0 109 10.2 4 92 C1189 " Lot 41.4 1185.0 6.0 108 8.8 4 91 C1190 Lot 38-4 1185.0 9.0 107 8.3 4 90 C1191 Lot 39-4 1185.0 4.0 107 8.9 4 90 ' C1192 ° Lot 37.4 1186.0 9.0 107 8.9 4 90 C1193R Retest of C1183 1181.0 11.0 110 11.5 4 93 C1194R " Retest of C1185 1182.0 14.0 108 11.9 4 91 ' C1195 Lot 48.5 1185.0 2.0 109 10.3 4 92 C1196 " Lot 53-5 1185.0 17.0 108 10.4 4 91 C1197 Lot 49.5 1186.0 11.0 108 9.2 4 91 C1198 " Lot 56-5 1186.0 3.0 107 8.6 4 91 ' C1199* Lot 52 1157.0 27.0 117 12.1 7 91 C1200* Lot 54 1156.0 26.0 109 14.3 7 91 C1201* " Lot 56 1156.0 26.0 ill 10.2 7 93 ' C1202 Lot 21 1155.0 5.0 115 9.2 7 96 C1203 Lot 22 1155.0 5.0 115 12.0 7 96 C1204 " Lot 57 1151.0 27.0 116 12.5 7 96 1 MEADOW WEST / MESA HOMES ' Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' 1011T Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content M Type M -............................................................................................................................. ' C1205 7-19.90 Lot 65 1150.0 13.0 108 7.5 7 90 C1206 Lot 63 1150.0 14.0 ill 11.9 7 93 C1207* Lot 64 1154.0 16.0 120 11.0 7 99 ' C1208 " Lot 62 1154.0 19.0 113 11.5 7 94 C1209 " Lot 60 1153.0 20.0 116 11.9 7 97 C1210 Lot 59 1153.0 21.0 118 11.3 7 98 C1211 " Lot 61 1153.0 18.0 114 9.2 7 95 ' C1212 Slope Adj. Lot 65 1153.0 13.0 113 9.5 7 94 C1213 Lot 21 1157.0 7.0 114 11.2 7 93 C1214 Lot 24 1167.0 7.0 118 12.7 7 97 ' C1215 7-20-90 Lot 11-5 1174.0 22.0 108 11.2 16 91 C1216 Corte Almeria, Adj. Lot 11-5 1171.0 20.0 104 13.7 16 88 C1217 " Lot 12-5 1173.0 25.0 107 12.9 16 90 C1218R " Retest of C1216 1171.0 20.0 109 13.9 16 92 C1219* " Greenbelt Adj. Corte Almeria 1170.0 21.0 120 8.1 9 92 C1220* Via Rivas & Corte Almeria 1173.0 24.0 120 9.8 9 92 C1221 " Lot 11-5 1175.0 23.0 117 9.0 9 90 ' C1222 Lot 12-5 1175.0 28.0 108 14.0 16 91 C1223* " Tract 24133, Lot 17 1156.0 6.0 116 9.9 7 97 C1224* " Lot 19 1156.0 6.0 109 12.1 7 91 ' C1225 Lot 21 1155.0 5.0 114 10.4 7 95 C1226 " Lot 21 1156.0 5.0 117 9.9 7 97 C1227 " Tract 24133, Lot 63 1153.0 13.0 118 9.3 7 98 C1228 Lot 65 1153.0 13.0 113 9.9 7 94 C1229 " Lot 60 1155.0 21.0 117 11.5 7 98 C1230 " Lot 62 1156.0 21.0 115 7.0 7 96 C1231 Lot 64 1156.0 16.0 110 9.2 7 91 C1232* " Lot 20 1158.0 13.0 114 10.0 7 95 C1233* " Lot 18 1158.0 18.0 108 10.3 7 90 C1234* Lot 65 1154.0 17.0 111 11.0 7 93 C1235 " Lot 63 1155.0 20.0 108 11.7 7 90 ' C1236 " Lot 61 1155.0 21.0 ill 11.8 7 95 C1237 Lot 60 1156.0 24.0 110 7.3 7 92 C1238 " Lot 62 1157.0 19.0 ill 9.5 7 93 C1239 ° Lot 64 1157.0 20.0 ill 7.6 7 93 C1240 Lot 21 1157.0 7.0 113 10.8 7 94 C1241 " Lot 19 1157.0 7.0 113 9.2 7 94 C1242 Lot 17 1156.0 6.0 119 8.7 7 99 C1243 Corte Albana, Adj. Lot 109-5 1173.0 18.0 108 12.8 7 90 C1244 " Lot 114-5 1173.0 17.0 108 12.1 7 90 C1245 " Lot 111-5 1174.0 25.0 110 9.0 7 91 C1246 " Lot 115.5 1174.0 4.0 110 9.4 7 91 C1247 Lot 110-5 1175.0 14.0 97 22.8 7 80 1 MEADOW WEST / MESA HOMES ' Project Number: 88-81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ......................................................................................................._....._....._............ C1248 7-20-90 Lot 115-5 1175.0 13.0 97 23.6 7 81 C1249 " Lot 111-5 1178.0 22.0 96 24.0 7 80 C1250 " Lot 114-5 1178.0 19.0 97 24.2 7 81 ' C1251R " Retest of C1247 1175.0 14.0 108 9.7 7 90 C1252R " Retest of C1248 1175.0 13.0 109 9.6 7 91 C1253R " Retest of C1269 1178.0 22.0 110 9.0 7 91 ' C1214R Retest of C1250 1178.0 19.0 ill 8.3 7 96 C1255 Lot 112.5 1179.0 23.0 110 8.7 7 91 C1256 Lot 115-5 1179.0 17.0 110 9.5 7 91 C1257 " Lot 83-5 1181.0 21.0 110 8.3 7 92 ' C1258 " Lot 80-5 1181.0 21.0 107 10.9 7 89 C1259 " Lot 76-5 1181.0 16.0 107 10.3 7 89 C1260 " Tract 24133-5, Lot 77-5 1182.0 16.0 109 9.3 7 91 ' 11261 " Lot 81-5 1182.0 22.0 108 10.3 7 90 C1262 Lot 84-5 1182.0 17.0 110 9.9 7 92 C1263R " Retest of C1258 1181.0 21.0 ill 9.8 7 93 C1264R " Retest of C1259 1181.0 16.0 110 9.2 7 92 C1265 " Lot 82-5 1183.0 27.0 110 10.4 7 92 C1266 Lot 79-5 1183.0 25.0 110 9.9 7 91 C1267 " Lot 115.5 1180.0 MO 108 10.8 7 90 ' C1268 " Lot 111-5 1180.0 26.0 105 11.0 7 88 C1269- " Lot 109.5 1181.0 25.0 106 9.6 7 89 C1270 _ " Lot 113-5 1181.0 24.0 107 11.2 7 89 C1271 " Greenbelt Adj. Lot 50-5 1186.0 14.0 109 9.8 7 91 C1272 " Greenbelt Adj. Lot 53-5 1186.0 16.0 109 9.7 7 91 C1273R " Retest of C1268 1180.0 26.0 109 10.0 7 91 C1274R " Retest of C1269 1181.0 25.0 109 10.2 7 91 ' C1275R " Retest of C1270 1181.0 24.0 109 9.2 7 91 C1276 " Lot 40-4 1187.0 6.0 109 9.7 7 91 C1277 " Lot 36.4 1187.0 0.0 108 9.6 7 90 C1278 " Lot 41-4 llaa.0 8.0 107 10.5 7 89 C1279 " Lot 37-4 1188.0 12.0 107 10.9 7 89 C1280 " Lot 112.5 1182.0 27.0 109 9.4 7 91 C1281 " Lot 116-5 1182.0 12.0 109 9.8 7 91 C1282 Lot 84.5 1184.0 23.0 109 9.0 7 91 0283 " Lot 80-5 1184.0 27.0 110 10.2 7 92 C1284R " Retest of C1278 1188.0 8.0 110 10.4 7 92 C1285R- Retest of C1279 1188.0 12.0 110 9.7 7 92 C1286 ^ Lot 76-5 1184.0 18.0 109 10.7 7 91 C1287 " Lot 39-3 1189.0 13.0 109 10.5 7 91 C1288 " Lot 36-5 1189.0 10.0 109 9.6 7 91 ' C1289 Lot 48-5 1187.0 4.0 108 10.1 7 90 C1290 Lot 51-5 1187.0 20.0 109 10.2 7 91 MEADOW WEST / MESA HOMES ' Project Number: 88-81-148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (it) Density Content (%) Type (%) -------------------------------------------------------------------------------------------------------------------------------- C1291 7-20-90 Tract 24133-5, Lot 57-5 1187.0 3.0 108 9.5 7 90 C1292 Calle BalLentine, Adj. Lot 50-5 1185.0 22.0 109 9.6 7 91 C1293 " Lot 53-5 1185.0 23.0 109 9.9 7 91 ' C1294 Lot 56-5 1185.0 15.0 109 10.2 7 91 C1295 Lot 52-5 1186.0 23.0 104 13.6 7 90 C1296 " Lot 55-5 1186.0 20.0 106 12.3 7 90 ' C1297 Lot 49-5 1187.0 17.0 105 12.0 7 90 C1298 " Lot 53-5 1187.0 24.0 103 14.3 7 90 C1299 " Lot 56-5 1187.0 16.0 103 14.0 7 90 C1300* Tr. 24133, Grn. Belt Adj. Lot 4 1178.0 15.0 124 5.4 9 96 C1301 " Lot 4 1173.0 20.0 114 5.4 9 88 C1302 " Lot 3 1172.0 26.0 121 6.8 9 93 C1303 Corte Almeria Adj. Lot 4 1173.0 29.0 119 7.3 9 92 ' C1304R " Retest of C1301 1173.0 20.0 119 6.9 9 92 C1305* ° Corte Almeria Adj. Lot 6 1170.0 29.0 121 8.3 9 93 C1306* " Lot 1 1176.0 31.0 122 6.5 9 94 C1307 " Lot 2 1173.0 21.0 107 15.2 17 90 C1308 " Tract 24133-5 Lot 11-5 1175.0 24.0 107 14.3 17 90 C1309 Corte Almeria Adj. Lot 11-5 1172.0 22.0 108 16.1 17 91 C1310 Tract 24133, Greenbelt Adj. Lot 80 1169.0 24.0 109 15.3 17 91 ' C1311 11 Greenbelt, Adj. Lot 80 1169.0 24.0 110 15.9 17 93 C1312 Greenbelt, Adj. Lot 22-5 1174.0 25.0 107 14.2 17 90 C1313 " Lot 1 1174.0 25.0 109 16.6 17 92 C1314 " Lot 2 _ 1174.0 26.0 109 16.1 17 92 C1315 Lot 5 1172.0 21.0 110 17.0 17 92 C1316 " Corte Almeria, Adj. Lot 80 1171.0 28.0 108 14.3 17 91 C1317 " Greenbelt, Adj. Lot 80 1170.0 24.0 ill 15.9 17 93 ' C1318 " Calle Ballentine Adj. Lot 52-5 1186.0 23.0 112 6.1 7 93 C1319 " CaLLe BalLentine, Adj. Lot 52-5 1186.0 20.0 113 6.3 7 94 C1320 " Celle BalLentine, Adj. Lot 52-5 1187.0 23.0 113 6.8 7 94 tC1321 " Celle BalLentine Adj. Lot 52-5 1187.0 24.0 ill 6.6 7 93 C1322 " Celle Ballentine, Adj. Lot 56-5 1187.0 16.0 ill 6.8 7 93 C1323 " Lot 40.4 1190.0 10.0 - Ill 6.9 7 93 C1324 Lot 37.4 1190.0 14.0 ill 8.5 7 92 C1325 ° Lot 41-4 1191.0 10.0 112 8.0 7 93 C1326 " Lot 38-4 1191.0 16.0 110 9.5 7 91 C1327 Lot 39.4 1192.0 12.0 109 9.5 7 91 ' C1328 " Lot 36.4 1192.0 14.0 ill 9.7 7 92 C1329 " Lot 49-5 1188.0 11.0 109 9.3 7 91 C1330 " Lot 53.5 1188.0 23.0 110 9.3 7 92 C1331 " Lot 57-5 1188.0 3.0 110 9.3 7 91 ' C1332 _ " Lot 52-5 1190.0 24.0 110 9.2 7 92 C1333 7-23.90 Tract 24133.5, lot 55-5 - 1190.0 14.0 109 9.4 7 91 MEADOW WEST / MESA HOMES ' Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type M ................................................................................................. ............ C1334 7-23-90 Lot 51-5 1191.0 24.0 109 9.4 7 91 C1335 " Lot 56.5 1191.0 7.0 108 9.6 7 90 C1336 Lot 61-5 1192.0 8.0 109 8.3 7 91 C1337 " Lot 59.5 1192.0 15.0 108 8.7 7 90 C1338 " Lot 82.5 1186.0 28.0 109 9.6 7 91 C1339 " Lot 76-5 1196.0 19.0 109 9.9 7 91 C1340 " Lot 112-5 1184.0 31.0 109 9.4 7 91 ' C1341 Lot 116-5 1184.0 17.0 110 9.7 7 91 C1342 " Lot 50.5 1193.0 27.0 109 9.8 7 91 C1343 Lot 55.5 1193.0 22.0 109 9.7 7 91 ' C1344 " Lot 111-5 1185.0 31.0 108 9.6 7 90 C1345 Lot 115-5 1185.0 24.0 109 8.5 7 91 C1346 " Lot 110-5 1186.0 32.0 108 8.5 7 90 ' C1347 " Lot 116-5 1186.0 18.0 109 8.7 7 90 C1348 " Lot 83-5 1187.0 28.0 110 9.0 7 92 C1349 " Lot 80.5 1187.0 28.0 110 9.7 7 91 C1350 " Tract 24135, Lot 10 1161.0 28.0 116 11.0 17 90 ' C1351 Lot 28 1161.0 11.0 117 8.9 17 90 C1352 Lot 60 1162.0 28.0 109 12.5 7 91 C1353 " Lot 6 1165.0 6.0 ill 13.6 20 94 C1354 " Lot 8 1162.0 8.0 108 15.7 20 92 C1355 " Tract 24133-1, Lot 60-1 1161.0 11.0 127 7.5 10 98 C1356 - Lot 62-1 1159.0 19.0 121 14.9 10 93 C1357 " Lot 65-1 1154.0 10.0 109 13.0 7 90 ' C1358 " Lot 12 1161.0 21.0 106 14.1 7 89 C1359R " Retest of C1358 1161.0 21.0 120 10.5 7 100 C1360 " Lot 75-5 1187.0 15.0 109 9.6 7 90 C1361 7-24-90 Corte Almeria, Adj. Lot 16-5 1176.0 5.0 ill 10.9 T 93 C1362 Corte Almeria, Adj. Lot 16-5 1175.0 8.0 109 10.8 7 91 C1363* " Lot 4-5 1176.0 4.o 109 11.1 7 91 ' C1364* " Corte ALmeria, Adj. Lot 122-5 1176.0 3.0 110 12.6 7 92 C1365 " Lot 16-5 1177.0 12.0 108 12.7 7 90 C1366 " Corte Almeria, Adj. Lot 16-5 1176.0 8.0 110 12.4 7 92 C1367 " Lot 16-5 1178.0 13.0 110 12.6 7 92 C1368 " Lot 15.5 1175.0 14.0 109 13.1 7 91 C1369* " Corte Almeria, Adj. Lot 16-5 1178.0 9.0 109 11.3 7 91 C1370* " Corte Almeria, Adj, Lot 15-5 1176.0 5.0 110 9.9 T 92 C1371 " Corte Almeria, Adj. Lot 122-5 1178.0 10.0 108 10.9 7 90 C1372 o Corte Albano, Adj. Lot 122 1177.0 8.0 109 11.2 7 91 C1373 Lot 15-5 1177.0 14.0 109 13.7 7 91 01374 Lot 14-5 1175.0 12.0 108 12.8 7 90 ' C1375 " Lot 16.5 1179.0 16.0 108 .10.6 7 90 C1376 " Corte Albano, Adj. Lot 16-5 1179.0 10.0 109 10.0 7 91 1 MEADOW NEST / MESA HOMES ' Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS .POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ................................................................................................................................ C1377 7-24-90 Corte Almeria, Adj. Lot 6-5 1179.0 7.0 109 11.0 7 91 C1378 " Corte Almeria, Adj. Lot 5.5 1179.0 9.0 109 12.7 7 91 C1379 " Slope Adj. Lot 32-5 1170.0 10.0 108 7.8 7 90 C1380 Slope Adj. Lot 30-5 1170.0 18.0 110 6.7 7 91 C1381 " Lot 31.5 1168.0 6.0 108 8.2 7 90 C1382 " Lot 28-5 1168.0 30.0 110 5.2 7 91 ' C1383 " Lot 93-5 1167.0 11.0 109 5.3 7 91 C1384 " Lot 97-5 1167.0 25.0 108 5.8 7 90 C1385 " Lot 24-5 1168.0 16.0 110 4.8 7 92 C1386 Lot 99-5 1167.0 15.0 ill 8.5 7 92 ' C1387 " Lot 23.5 1168.0 6.0 112 8.0 7 93 C1388 " Lot 27-5 1168.0 29.0 111 7.2 7 93 C1389 Lot 30-5 1168.0 11.0 112 7.2 7 93 C1390 " Lot 92-5 1168.0 6.0 110 7.1 7 91 C1391 " Lot 96.5 1168.0 24.0 111 6.7 7 92 C1392 " Lot 93.5 1168.0 12.0 111 6.8 7 93 C1393 " Lot 97-5 1169.0 28.0 110 7.5 7 91 ' C1394 ;; Lot 31-5 1169.0 3.0 113 6.5 7 94 C1395 Lot 26-5 1169.0 28.0 111 6.8 7 92 C1396 "- Lot 98-5 1170:0 25.0 109 7.1 7 91 ' C1397 " Lot 95-5 1170.0 23.0 ill 6.7 7 92 C1398 Lot 25-5 1170.0 24.0 112 6.1 7 93 C1399 Tract 24133-5, Lot 29-5 1170.0 28.0 113 6.3 7 94 C1400 " Lot 32.5 1170.0 3.0 113 6.8 7 94 C1401 Slope Adj. Lot 24-5 1171.0 27.0 ill 6.6 7 93 C1402 " Slope Adj. Lot 31-5 1171.0 14.0 111 6.8 7 93 C1403 " Slope Adj. Lot 32-5 1172.0 10.0 ill 6.9 7 93 C1404 Slope Adj. Lot 27-5 1172.0 33.0 113 6.1 7 94 C1405 " Slope Adj. Lot 23-5 1172.0 26.0 112 6.9 7 93 C1406 " Lot 31.5 1171.0 9.0 111 7.1 7 93 C1407 " Lot 27-5 1171.0 33.0 110 7.0 7 92 C1408 " Lot 23.5 1171.0 9.0 110 7.0 7 91 C1409 Lot 94.5 1171.0 19.0 ill 6.7 7 92 C1410 Lot 98-5 1171.0 24.0 109 6.6 7 91 ' C1411 " Lot 99-5 1172.0 23.0 109 6.3 7 91 C1412 " Lot 95-5 1172.0 24.0 106 8.1 7 89 C1413 " Lot 24.5 1172.0 _ 15.0 107 7.9 7 89 C1414 " Lot 28-5 1172.0 34.0 110 8.0 7 92 C1415 " Lot 32.5 1172.0 4.0 ill 8.1 7 92 C1416 " Slope Adj. Lot 31-5 1173.0 21.0 110 7.9 7 92 C1417 " Slope Adj. Lot 27-5 1173.0 34.0 110 7.8 7 92 C1418 " Slope Adj. Lot 23-5 1173.0 22.0 109 7.3 7 91 C1419 Lot 30.5 1173.0 21.0 109 7.3 7 91 MEADOW WEST / MESA HOMES ' Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS IPOINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) -------------------------------------------------------------------------------------------------------------------------------- ' C1420 7-24-90 Lot 25-5 1173.0 30.0 109 8.1 7 91 C1421 " Lot 94-5 1173.0 23.0 110 8.6 7 91 0422 Lot 98-5 1173.0 28.0 110 8.7 7 91 C1423 Lot 32-5 1174.0 17.0 109 8.5 7 91 C1424 " Lot 26.5 1174.0 30.0 109 7.6 7 91 C1425 Lot 30-5 1174.0 17.0 109 7.7 7 91 C1426 Lot 92-5 1174.0 9.0 109 7.3 7 91 C1427 " Lot 96.5 1174.0 30.0 109 7.5 7 91 C1428 Lot 32-5 1175.0 4.0 109 8.4 7 91 C1429 " Lot 29-5 1175.0 28.0 109 9.0 7 91 ' C1430 " Lot 24-5 1175.0 30.0 109 9.0 7 91 0431 Lot 92-5 1175.0 6.0 108 8.7 7 90 C1432 " Lot 97-5 1175.0 33.0 109 7.9 7 91 ' C1433 " Corte Cardin, Adj. Lot 65 1157.0 7.0 108 14.3 20 92 C1434 " Greenbelt, Adj. Lot 66 1157.0 8.0 110 13.1 20 93 C1435 " Lot 3 1167.0 18.0 114 13.4 20 97 C1436 " Lot 6 1165.0 7.0 115 7.0 20 96 C1437* Lot 3 1168.0 13.0 122 10.0 9 94 C1438 Lot 79 1168.0 25.0 113 8.2 7 94 C1439 " Lot 74 1164.0 27.0 121 11.8 2 92 ' C1440* " Lot 72 1162.0 - 26.0 118 5.8 2 90 C1441 ° Lot 76 1166.0 26.0 116 11.4 12 88 C1442 " Lot 73 1163.0 28.0 114 9.3 12 89 ' C1443R " Retest of 11441 1166.0 26.0 118 11.1 12 90 C1444R " Retest of C1442 1163.0 28.0 119 9'0 12 92 C1445* " Corte Almeria, Adj. Lot 60 1158.0 29.0 123 10.0 12 93 C1446* " Corte Almeria, Adj. Lot 56 1156.0 28.0 ill 7.5 6 93 C1447 " Corte Almeria, Adj. Lot 7 1162.0 23.0 122 11.8 12 94 C1448 " Lot 9 1160.0 14.0 110 13.2 20 94 C1449 " Lot 59 1159.0 30.0 109 13.5 20 92 C1450 " Lot 56 1159.0 31.0 118 6.1 20 91 C1451 " Lot 51 1156.0 29.0 119 7.1 9 91 C1452 Corte Almeria, Adj. Lot 1 1173.0 29.0 112 15.7 16 94 C1453 Lot 77 1162.0 22.0 113 10.0 7 94 C1454 7-25-90 Tract 24133-5, Lot 92-5 1176.0 9.0 119 8.6 10 91 C1455 " Lot 95.5 1176.0 30.0 120 8.0 10 92 C1456 " Lot 99-5 1176.0 24.0 119 8.2 10 92 C1457 " Lot 32-5 1176.0 8.0 120 8.3 10 92 C1458 " Lot 28.5 1176.0 36.0 120 7.7 10 92 C1459 Lot 24-5 1176.0 19.0 117 8.5 10 90 ' C1460 " Calle Ballentine, Adj. Lot 24-5 1177.0 25.0 119 7.7 10 92 C1461 " Calle Ballentine, Adj. Lot 94-5 1177.0 22.0 119 8.2 10 91 C1462 Lot 98-5 1177.0 32.0 119 8.4 10 91 MEADOW NEST / MESA HOMES Project Number: 88-81-148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ................................................................................................................................ ' C1463 7-25-90 Lot 25-5 1177.0 30.0 121 7.6 10 93 C1464 " Lot 95-5 1177.0 30.0 121 7.4 10 93 C1465 Lot 29-5 1177.0 33.0 118 8.0 10 91 C1466 " Tract 24133-5, Lot 93-5 1177.0 20.0 117 9.2 10 90 C1467 " Lot 32.5 1177.0 6.0 118 7.6 10 91 C1468 " Lot 95.5 1178.0 32.0 119 7.7 10 91 C1469 " Lot 30.5 1178.0 26.0 119 5.3 10 92 C1470 " Lot 99-5 1178.0 24.0 112 7.0 10 94 C1471 " Lot 23-5 1178.0 21.0 113 6.7 10 95 C1472 " Lot 98-5 1179.0 34.0 113 6.1 10 94 ' C1473 " Calle Ballentine, Adj. Lot 98-5 1179.0 32.0 ill 6.5 10 93 C1474 " Lot 25.5 1179.0 35.0 ill 6.5 10 93 C1475 " Lot 96-5 1179.0 34.0 108 7.8 10 90 ' C1476 Calle Balentine, Adj, Lot 96-5 1179.0 37.0 110 6.1 AD 92 C1477 " Lot 28-5 1179.0 40.0 109 7.0 10 91 C1478 " Lot 91.5 1180.0 10.0 109 9.8 7 91 C1479 " Lot 33-5 1180.0 6.0 109 9.8 7 91 C1480 " Lot 96-5 1180.0 36.0 109 10.2 7 91 C1481 " Lot 29-5 1180.0 33.0 108 9.7 7- 90 C1482 " Lot 99-5 1180.0 23.0 109 9.9 7 91 ' C1483 Lot 24-5 1180.0 30.0 108 9.2 7 90 C1484 " Lot 99-5 1181.0 33.0 108 9.5 7 90 C1485_ Lot 22.5 1181.0 13.0 108 9.3 7 90 C1486 " Lot 96-5 1181.0 39.0 110 9.7 7 91 ' C1487 " Lot 28-5 1181.0 43.0 109 9.8 7 91 C1488 " Lot 93-5 1181.0 21.0 110 9.1 7 92 C1489 " Lot 33-5 1181.0 4.0 108 9.7 7 90 ' C1490 " Slope, Adj. Lot 33-5 1181.0 12.0 108 9.8 7 90 C1491 Slope, Adj. Lot 30.5 1181.0 29.0 109 9.9 7 91 C1492 " Slope, Adj. Lot 26.5 1181.0 38.0 109 9.0 7 90 C1493 " Slope, Adj. Lot 23-5 1181.0 33.0 108 9.7 7 90 C1494 " Lot 22.5 1182.0 15.0 109 9.7 7 91 C1495 " Lot 25-5 1182.0 39.0 109 9.6 7 91 C1496 " Lot 98-5 1182.0 35.0 109 10.6 7 91 C1497 " Lot 95-5 1182.0 33.0 108 9.6 7 90 C1498 " Lot 92-5 1182.0 15.0 108 9.6 7 90 C1499 " Tract 24133-5, Lot 28-5 1182.0 42.0 108 8.8 7 90 C1500 " Lot 31-5 1182.0 20.0 108 9.3 7 90 C1501 " Lot 33.5 1182.0 5.0 108 9.4 7 90 C1502 " Tract 24133, Lot 77 1160.0 20.0 116 12.2 7 96 C1503 " Lot 79 1160.0 15.0 116 12.2 7 96 - 0504 Lot 75 1160.0 20.0 114 7.0 7 94 C1505 " Lot 78 1163.0 18.0 118 10.2 7 98 1 MEADOW WEST / MESA HOMES Project Number: 88-81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) -------------------------------------------------------------------------------------------------------------------------------- C1506 7-25-90 Lot 76 1163.0 23.0 114 9.6 7 94 C1507 " Lot 74 1163.0 24.0 117 11.7 7 97 C1508 " Lot 80 1164.0 22.0 117 8.7 7 97 C1509 Greenbelt, Adj. Lot 80 1164.0 21.0 117 8.2 7 97 C1510 Lot 72 1157.0 20.0 108 7.2 7 88 C1511R " Retest of C1510 1157.0 20.0 117 9.0 7 97 C1512 " Lot 70 1157.0 14.0 118 12.1 7 98 ' C1513 Lot 75 1162.0 22.0 117 10.1 7 97 C1514 " Lot 77 1162.0 22.0 116 9.4 7 96 C1515 Lot 80 1166.0 24.0 113 10.7 7 94 C1516 " Lot T3 1159.0 22.0 114 9.2 7 95 C1517 " Lot 76 1165.0 25.0 115 8.5 7 96 C1518 " Slope, Adj. Lot 33-12 1167.0 6.0 117 6.8 10 90 0519 " Greenbelt, Adj. Lot 32-3 1168.0 5.0 120 6.2 10 92 C1520 7-26-90 Lot 26-3 1178.0 10.0 ill 10.3 7 92 C1521 " Lot 36-3 1174.0 9.0 113 13.2 7 94 C1522 " Lot 34.3 1173.0 14.0 113 10.8 7 94 ' C1523 " Lot 38-3 1175.0 7.0 Ill 9.6 7 93 C1524 " Lot 30.3 -1175.0 8.0 112 12.6 7 93 C1525 " Lot 33-3 1171.0 14.0 112 13.3 7 94 ' C1526 " Lot 31-3 1176.0 12.0 Ill 9.3 7 93 C1527 " Slope, Adj. Lot 31-3 1177.0 8.0 117 10.5 7 97 C1528 " Lot 24-3 1186.0 6.0 ill 10.6 7 92 C1529 " Lot 26.3 1179.0 8.0 108 13.1 7 90 C1530 " Lot 27-3 1179.0 17.0 ill 13.7 7 93 C1531 " Lot 29-3 1176.0 10.0 112 11.6 7 93 C1532 " Tract 24133-3, Lot 30-3 1177.0 10.0 113 12.8 7 94 C1533 " Slope, Adj. Lot 32-3 1175.0 9.0 110 13.1 7 92 C1534 " Slope, Adj. Lot 34-2 1174.0 17.0 ill 9.6 7 93 C1535 " Slope, Adj. Lot 36.3 1172.0 12.0 110 11.2 7 92 ' C1536 " Lot 72 1160.0 25.0 117 10.3 12 90 C1537 " Lot 74 1165.0 26.0 118 9.4 12 91 C1538 Lot 76 1168.0 22.0 117 9.9 12 90 C1539 " Lot 73 1162.0 26.0 118 9.8 12 91 C1540 " Lot 75 1165.0 24.0 - 117 9.8 12 90 C1541 " Lot 77 1165.0 21.0 116 9.9 18 93 C1542 " Lot 79 1163.0 19.0 ill 9.8 18 88 ' C1543R " Retest of C1542 1163.0 19.0 116 6.5 18 93 C1544 " Corte Almeria, Adj. Lot 72 1159.0 24.0 114 6.9 18 91 C1545 Corte Almeria, Adj. Lot 74 1164.0 25.0 112 7.2 18 89 C15461 Retest of C1545 1164.0 25.0 113 7.1 18 90 1 C1547 " Corte Almeria, Adj. Lot 73 1161.0 23.0 117 5.4 18 94 C1548 Corte Almeria, Adj. Lot 75 1164.0 23.0 113 7.2 18 90 MEADOW NEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ]CATION Elevation (it) Below Test (it) Density Content (%) Type (%) ................................................................................................................................ C1549 7-26-90 Corte Almeria, Adj. Lot 77 1164.0 20.0 116 9.2 18 93 C1550 Corte Almeria, Adj. Lot 79 1162.0 18.0 117 9.8 18 94 C1551 " Corte Almeria, Adj. Lot 80 1168.0 21.0 118 10.1 18 95 C1552 " Lot 72 1162.0 27.0 119 9.6 12 91 C1553- " Lot 76 1170.0 24.0 117 9.2 12 90 C1554 " Lot 75 1167.0 26.0 117 8.9 12 90 1 C1555 Lot 79 1165.0 21.0 119 10.1 12 91 C1556 " Tract 24133-5, Lot 91-5 1182.0 7.0 110 8.4 7 92 C1557 " Lot 33.5 1182.0 4.0 109 5.1 7 91 C1558 " Lot 94-5 1182.0 30.0 110 5.0 7 91 ' C1559 " Lot 31-5 1182.0 17.0 108 4.9 7 90 C1560 " Lot 97-5 1182.0 39.0 108 4.4 7 90 C1561 Lot 28-5 1182.0 44.0 108 8.9 7 90 C1562 Lot 25.5 1182.0 39.0 108 9.7 7 90 C1563 Lot 22.5 1182.0 20.0 109 9.4 7 90 C1564 " Lot 99-5 1183.0 33.0 110 13.1 7 91 C1565 " Tract 24133-5, Lot 23-5 1183.0 16.0 110 13.1 7 92 ' C1566 " Lot 27.5 1183.0 44.0 108 12.7 7 90 C1567 " Lot 27-5 1183.0 40.0 111 8.2 7 92 C1568 " Lot 30-5 1183.0 26.0 ill 8.5 7 92 1 C1569 " Lot 93.5 1183.0 25.0 110 8.0 7 91 C1570 " Lot 91-5 1183.0 6.0 110 8.3 7 91 C1571 " Lot 32-3 1183.0 21.0 109 9.1 7 91 C1572 7.27.90 Tract 24133, Lot 80 1171.0 25.0 ill 14.6 7 92 C1573 Lot 78 1171.0 25;0 110 14.5 7 91 C1574 " Lot 76 1171.0 29.0 109 15.4 7 90 C1575 " Lot 79 1171.0 26.0 114 11.5 7 95 C1576 " Lot 77 1171.0 27.0 113 11.0 7 94 C1577 " Lot 75 1171.0 31.0 110 12.0 7 92 C1578* " Lot 73 1167.0 29.0 - 115 10.1 7 96 C1579* Lot 71 1165.0 28.0 115 12.1 7 96 C1580 " Greenbelt, Adj. Lot 80 1170.0 25.0 112 11.5 7 93 C1581 " Corte Almeria, Adj. Lot 6 1173.0 28.0 ill 11.3 7 92 C1582 " Corte Almeria, Adj. Lot 76 1173.0 31.0 115 11.0 7 95 C1583 " Corte Almeria, Adj. Lot 73 1169.0 31.0 113 10.9 7 94 C1584 ^ Lot 60 1171.0 39.0 112 12.0 7 93 C1585 " Lot 62 1168.0 29.0 115 11.2 7 95 C1586* " Lot 70 1166.0 21.0 117 12.7 7 97 C1587* " Corte Almeria, Adj. Lot 5 1173.0 27.0 120 14.8 7 92 C1588 " Tract 24133-3, Lot 32-3 1179.0 18.0 ill 10.1 7 93 IC1589 Lot 31-3 1179.0 14.0 ill 9.7 7 93 0590 Tract 24133.3,Greenbelt Adj. Lot 37-21171.0 19.0 108 9.3 7 90 C1591* " Lot 37-2 1170.0 10.0 108 10.8 7 90 1 MEADOW NEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ,POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soft Compaction 1CATION Elevation (ft) Below Test (ft) Density Content M Type M -----------------------------------------------------------------------------------------------------------------------------'" C1592* 7.27-90 Slope, Lot 33-2 1172.0 7.0 109 11.1 7 91 C1593 " Lot 35-2 1168.0 5.0 ill 10.1 7 93 C1594 " Lot 36.2 1169.0 10.0 112 9.6 7 93 IC1595 Slope, Adj. Lot 36-2 1170.0 16.0 109 8.7 7 91 C1596 " Lot 35.3 1175.0 11.0 112 10.6 7 93 C1597 " Lot 35.3 1176.0 20.0 112 11.1 7 93 C1598* " Lot 37-3 1175.0 14.0 112 9.8 7 93 C1599 " Greenbelt, Adj. Lot 38.3 1171.0 3.0 112 10.4 7 93 C1600 Tr. 24133-3, Slope Adj. Lot 34.2 1176.0 19.0 ill 11.8 7 92 C1601 " Slope Adj. Lot 36-2 1171.0 14.0 112 9.9 7 93 C1602 " Lot 30.3 1178.0 8.0 110 10.6 7 92 C1603 " Lot 32.3 1181.0 19.0 112 11.3 7 93 C1604 7-30-90 Tract 24133.5, Lot 91-5 1183.0 11.0 118 11.6 10 91 c1605 11 Lot 94.5 1183.0 33.0 117 8.6 10 90 C1606 " Lot 97.5 1183.0 39.0 118 10.8 10 91 C1607 Lot 34-5 1184.0 3.0 118 12.3 10 91 C1608 " Lot 31.5 1184.0 20.0 118 10.2 10 91 C1609 " Lot 28.5 1184.0 46.0 119 9.7 10 92 C1610 " Lot 25.5 1184.0 41.0 120 9.7 10 92 C1611 "- Lot 22-5 1184.0 27.0 119 10.5 10 91 IC1612 Lot 23.5 1185.0 28.0 120 8.5 10 93 C1613 " Lot 27-5 1185.0 47.0 118 11.2 10 91 C1614 " Lot 31-5 1185.0 19.0 119 9.7 10 92 C1615 Lot 93.5 1185.0 25.0 118 10.1 10 91 1 C1616 " Lot 96.5 1185.0 43.0 121 9.6 10 93 C1617 " Tract 24133, Lot 67 1166.0 3.0 109 7.6 7 90 C1618 " Lot 69 1166.0 11.0 110 8.2 7 92 IC1619 Lot 71 1166.0 26.0 116 5.3 7 96 C1620 " Lot 65 1163.0 18.0 117 5.1 7 97 C1621 " Lot 65 1162.0 22.0 112 7.4 7 93 C1622 " Lot 63 1162.0 27.0 114 8.4 7 94 C1623* Lot 61 1162.0 27.0 114 9.8 7 94 C1624* " Lot 59 1163.0 30.0 116 10.2 7 96 C1625 " Lot 67 1168.0 4.0 114 8.4 7 95 C1626 " Lot 65 1164.0 24.0 ill 9.3 7 92 C1627 " Lot 61 1164.0 29.0 116 6.1 7 97 C1628 " Lot 69 1168.0 13.0 117 6.0 7 98 C1629 " Lot 63 1164.0 29.0 116 7.6 7 97 C1630 " Lot 59 1165.0 32.0 115 9.2 7 96 C1631 Lot 19 1160.0 15.0 115 9.5 7 96 C1632 " Lot 17 1160.0 15.0 114 9.6 7 95 C1633* " Lot 93.3 1182.0 10.0 108 7.5 6 90 C1634* " Lot 94.3 1183.0 10.0 101 6.7 6 84 MEADOW WEST / MESA HOMES ' Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (it) Below Test (ft) Density Content (%) Type (%) .....................................................-------------------------.................................................. C1635R 7-30-90 . Retest of C1634 1183.0 10.0 ill 9.4 6 93 C1636 " Stope Adj. Lot 30-3 1181.0 6.0 110 8.9 6 92 C1637 Tract 24133-3, Lot 36-3 1178.0 18.0 108 9.7 6 90 C1638 Lot 38-3 1178.0 6.0 112 9.5 6 94 C1639 " Lot 35-3 1180.0 23.0 110 10.6 6 92 C1640 Lot 30-3 1183.0 20.0 109 9.8 6 91 C1641 " Lot 32-3 1185.0 24.0 109 10.2 6 91 ' C1642 Lot 31-3 1185.0 18.0 110 9.4 6 92 C1643 Lot 33.3 1164.0 25.0 110 8.9 6 92 C1644 " Lot 35.3 1184.0 24.0 105 7.1 6 88 ' C1645R " Retest of C1644 1184.0 24.0 109 9.7 6 91 C1646 " Lot 37-3 1180.0 20.0 111 10.6 6 93 C1647 " Lot 36-3 1180.0 21.0 110 10.5 6 92 C1648 " Lot 34-3 1182.0 24.0 110 9.8 6 92- C1649 7-31-90 Lot 1 1172.0 22.0 113 8.7 7 94 C1650 Lot 3 1172.0 14.0 114 9.3 7 95 C1651 Lot 5 1172.0 15.0 115 9.5 7 96 ' C1652 " Lot 7 1165.0 10.0 114 9.0 7 95 C1653 ^ Lot 9 1165.0 16.0 117 8.8 7 98 C1654 " Lot 11 1161.0 16.0 118 8.6 7 98 IC1655* Lot 13 1162 21.0 120 12.9 9 92 C1656* ^ Lot 15 1162.0 20.0 124 13.2 9 95 C1657 Lot 8 1168.0 16.0 130 9.6 9 92 C1658 Lot 10 1163.0 16.0 121 9.1 9 93 C1659 " Lot 12 1165.0 23.0 117 10.1 7 97 C1660 ^ Lot 2 1174.0 22.0 120 9.4 9 92 C1661 Lot 4 1174.0 22.0 117 10.2 7 97 ' C1662 " Lot 6 1174.0 12.0 119 13.2 9 91 C1663* " Lot 1 1174.0 24.0 124 12.4 9 95 C1664* Lot 15 1165.0 33.0 120 11.9 9 92 C1665 " Lot 94-3 1185.0 16.0 112 9.7 6 94 ' C1666 " Lot 93-3 1187.0 16.0 112 10.2 6 94 C1667 " Lot 94.3 1187.0 20.0 109 9.6 6 91 C1668 " Lot 3 1174.0 22.0 114 11.0 7 95 ' C1669 " Lot 5 1174.0 22.0 115 12.0 7 96 C1670 " Lot 7 1168.0 9.0 115 11.0 7 96 C1671 " Lot 9 1168.0 11.0 116 11.2 7 97 C1672 " Lot 11 1165.0 30.0 115 8.9 7 96 C1673 " Lot 80 1173.0 27.0 121 16.0 7 92 C1674 " Lot 78 1173.0 29.0 108 9.1 7 90 C1675 " Lot 79 1173.0 28.0 ill 12.8 7 92 C1676 " Lot 77 1173.0 30.0 112 12.1 - 7 93 C1677 Lot 75 1173.0 33.0 114 11.5 7 95 ,. MEADOW WEST / MESA HOMES Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ----- ------- ------ ---- --- ---- "--_.-.._------__-__--__ C1678 7-31-90 Lot 73 1169.0 33.0 110 15.2 7 91 C1679 " Lot 72 1164.0 33.0 114 12.1 7 95 C1680 Lot 76 1173.0 32.0 109 9.1 7 91 C1681 Lot 74 1168.0 32.0 107 9.1 7 89 C1682 " Lot 72 1166.0 34.0 108 8.2 7 90 C1683 Slope Adj. Lot 32-2 1183.0 7.0 110 9.4 6 91 C1684 Slope Adj. Lot 35-2 1182.0 25.0 109 9.7 6 91 C1685 " Slope Adj. Lot 33-2 1182.0 22.0 104 7.6 6 87 C1686R " Retest of C1685 1182.0 22.0 108 10.3 6 90 11687 " Slope Adj. Lot 35-2 1182.0 24.0 ill 9.5 6 93 C1688 " Lot 33-2 1182.0 10.0 108 9.7 6 90 C1689 " Lot 35-2 1184.0 23.0 ill 9.2 6 93 C1690 " Slope Adj. Lot 31-2 1185.0 1.0 ill 9.8 6 93 C1691 " Lot 31-2 1184.0 1.0 109 9.2 6 91 C1692 Slope Adj. Lot 31-3 1185.0 3.0 109 8.9 6 91 C1693 Slope Adj. Lot 30-3 1185.0 5.0 113 9.4 6 95 ' C1694 B-02-90 Tract 24133-5,Lot 31-5 1165.0 5.0 114 13.5 7 95 C1695* ° Lot 24-5 1170.0 16.0 ill 11.5 7 93 C1696* Lot 33.5 1185.0 8.0 ill 12.2 7 93 C1697 " Lot 28-5 1168.0 23.0 ill 10.9 7 92 C1698 11 Lot 27-5 1169.0 31.0 110 11.2 7 92 C1699 Slope Adj. Lot 24-5 1170.0 26.0 113 10.3 7, 94 C1700 Slope Adj. Lot 27-5 1170.0 30.0 112 9.9 7 93 IC1701 " Slope Adj. Lot 32-5 1172.0 12.0 113 10.0 7 94 C1702 Lot 30-5 1167.0 12.0 107 15.5 7 89 C1703R " Retest of C1702 1167.0 12.0 109 13.7 7 91 C1704 " Lot 27-5 1172.0 31.0 109 14.4 7 91 C1705 Lot 24-5 1175.0 20.0 ill 14.7 7 93 C1706 Lot 28-5 1170.0 32.0 104 19.1 7 86 C1707R " Retest of C1706 1170.0 32.0 ill 12.5 7 92 C1708 Slope Adj. Lot 33.2 1183.0 17.0 110 9.3 6 92 C1709 Lot 35.2 1176.0 10.0 ill 9.7 6 93 C1710 " Corte Pollensa, Adj. Lot 45-2 1172.0 5.0 ill 9.9 6 93 C1711 " Slope Adj. Lot 40.2 1173.0 6.0 110 8.3 6 92 C1712 " Lot 38-2 1170.0 14.0 112 10.2 6 94 C1713 " Slope Adj. Lot 40-2 1173.0 16.0 109 9.5 6 91 C1714 ° Slope Adj. Lot 34.2 1183.0 24.0 108 8.9 6 90 C1715 " Lot 36-2 1176.0 15.0 110 9.1 6 92 C1716 u " Lot 45-2 1177.0 1.0 104 7.3 6 87 C1717R " Retest of C1716 1177.0 1.0 110 9.8 6 92 ' C1718 Corte Pollensa, Adj. Lot 43-2 1169.0 17.0 110 10.3 6 92 C1719 " Slope Adj. Lot 41.2 1162.0 9.0 109 9.7 6 91 C1720 " Lot 41.2 1165.0 15.0 109 9.2 6 91 MEADOW WEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative ' IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ,CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ................................................................................................. ...--....----..-..... IC1721 B-02-90 Lot 43.2 1165.0 8.0 110 10.5 6 92 C1722 " Lot 98-3 1187.0 0.0 109 10.3 6 91 C1723 " Tract 24133-3, Lot 97-3 1183.0 0.0 110 9.9 6 92 ' C1724 " Lot 88.3 1179.0 2.0 112 10.9 6 94 C1725 " Lot 89-3 1175.0 2.0 109 9.4 6 91 C1726 " Lot 96-3 1177.0 4.0 109 9.8 6 91 C1727 " Lot 95-3 1176.0 4.0 ill 10.1 6 93 ' C1728 " Lot 91.3 1185.0 6.0 105 8.3 6 88 C1729R " Retest of C1728 1185.0 6.0 ill 9.5 6 93 C1730 " Lot 90-3 1191.0 6.0 109 9.6 6 91 C1731 " Lot 92.3 1191.0 8.0 109 8.9 6 91 C1732 8-03-90 Slope Adj. Lot 30.5 1175.0 25.0 119 11.3 7 99 C1733 " Slope Adj. Lot 27-5 1177.0 35.0 115 7.9 7 96 C1734* " Slope Adj. Lot 24-5 1179.0 31.0 119 10.8 7 99 C1735* " Lot 23-5 1178.0 23.0 114 9.6 7 95 C1736* " Lot 26-5 1175.0 32.0 116 8.4 7 95 C1737 " Lot 29-5 _ 1173.0 26.0 114 9.9 7 95 ' C1738 " Lot 28-5 1174.0 36.0 112 15.0 7 94 C1739 " Lot 25-5 1177.0 32.0 109 13.6 7 91 C1740* " Slope Adj. Lot 30-5 1177.0 20.0 113 10.9 7 94 C1741 ^ Lot 28-5 1176.0 38.0 116 11.9 7 96 C1742 " Lot 26-5 1176.0 32.0 113 13.8 7 93 C1743 " Lot 24.5 1180.0 30.0 114 11.1 7 95 C1744 " Lot 29-5 1177.0 35.0 114 9.8 7 '95 C1745 " Lot 27-5 1178.0 35.0 112 12.2 7 93 C1746 " Lot 25.5 1179.0 37.0 ill 11.1 7 92 C1747 " Lot 24-5 1182.0 30.0 ill 12.4 7 92 C1748 " Lot 39-2 1175.0 25.0 110 12.7 7 92 . C1749 " Corte PolLensa, Adj. Lot 44-2 1171.0 14.0 ill 10.7 7 93 C1750 " Slope Adj. Lot 40.2 1174.0 7.0 110 10.4 7 92 C1751 " Slope Adj. Lot 37-2 1176.0 24.0 110 9.3 7 92 C1752 Tract 24133.2, Lot 41.2 1166.0 15.0 109 10.0 7 91 C1753 Lot 44-2 1167.0 5.0 109 10.7 7 - 91 C1754 " Lot 42.2 1163.0 6.0 106 8.1 7 88 ' C1755R " Retest of C1754 1163.0 6.0 110 9.6 7 92 C1756 Slope Adj. Lot 40-2 1166.0 14.0 109 11.3 7 91 C1757 " Slope Adj. Lot 39-2 1177.0 17.0 110 12.4 7 92 C1758 " Lot 45-2 1178.0 2.0 ill 11.7 7 93 C1759 " Corte PolLensa, Adj. Lot 34.2 1179.0 8.0 110 10.6 7 92 C1760 " Lot 34-2 1183.0 16.0 ill 11.2 7 93 C1761 " Slope Adj. Lot 34.2 1184.0 26.0 110 12.8 7 92 C1762 " Slope Adj. Lot 31.2 1185.0 10.0 ill 12.2 7 93 C1763 Slope Adj. Lot 30-3 1186.0 6.0 108 11.1 7 90 MEADOW WEST / MESA HOMES ' Project Number: 88.81-148--03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction l CATION Elevation (it) Below Test (ft) Density Content (%) Type (%) ................................................................................................................................ C1764 8-07-90 Slope Adj. Lot 30-3 1186.0 11.0 110 10.8 7 92 C1765 8-06-90 Tract 24133-5, Lot 22-5 1180.0 20.0 117 14.4 7 98 C1766 " Lot 24-5 1180.0 28.0 116 14.1 7 97 ' C1767 " Lot 25-5 1180.0 28.0 ill 15.6 7 92 C1768 " Lot 23-5 1180.0 20.0 112 15.1 7 93 C1769 " Lot 27-5 1178.0 36.0 112 16.7 7 94 ' C1770 Lot 26-5 1180.0 37.0 114 15.9 7 95 C1771 Lot 23-5 1182.0 10.0 113 11.7 7 95 C1772 " Lot 26-5 1182.0 35.0 110 16.7 7 91 C1773 Lot 28-5 1182.0 41.0 112 14.6 7 93 C1774 8-07-90 Tract 24133-5, Lot 2.5 1200.0 20.0 112 10.1 7 94 C1775 " Lot 4-5 1195.0 13.0 Ill 11.8 7 93 C1776 Lot 5-5 1192.0 12.0 109 12.1 7 91 1 C1777 Montelegro St., Adj. Lot 7-5 1186.0 8.0 108 9.7 7 90 C1778 Montelegro St., Adj. Lot 3-5 1192.0 6.0 110 11.3 7 91 C1779 Tract 24133-5, Lot 27-5 - 1175.0 32.0 110 13.0 7 92 C1780 " Lot 28-5 1176.0 26.0 Ill 12.2 17 93 C1781 Lot 26-5 1176.0 30.0 108 13.3 7 90 C1782 Lot 23-5 1178.0 23.0 107 11.7 7 88 C1783R " Retest of C1782 1178.0 23.0 116 5.4 7 90 C1784 Lot 98-5 1177.0 27.0 113 5.6 7 94 C1785 " Lot 99-5 1177.0 22.0 110 10.5 7 92 C1786 Lot 96-5 1177.0 30.0 110 12.5 7 92 C1787 " Lot 30-5 1176.0 30.0 113 12.2 7 94 C1788 Lot 32-5 1178.0 7.0 110 13.1 7 92 C1789 " Lot 34-5 1178.0 2.0 106 12.1 7 88 C1790 Calle Ballentine, Adj. Lot 98-5 1177.0 29.0 ill 11.2 7 93 C1791 „ Calle Ballentine, Adj. Lot 93-5 1177.0 10.0 ill 12.0 7 93 C1792 Calle Ballentine, Adj. Lot 92-5 1184.0 2.0 112 11.9 7 94 C1793 " Lot 27-5 1178.0 38.0 112 11.4 7 94 C1794 8-08-90 Tract 24133-5, Lot 1-5 1202.0 22.0 105 8.9 3 91 C1795 " Corte Almeria, Adj. Lot 3-5 1200.0 26.0 ill 8.8 7 92 C1796 " Lot 3-5 1202.0 22.0 113 7.5 7 94 C179T Calle Bellentine, Adj. Lot 1-5 1202.0 9.0 115 10.7 19 90 ' C1798 " Slope Adj. Lot 31-3 1187.0 10.0 109 11.3 7 91 C1799 " Slope Adj. Lot 32-2 1187.0 20.0 109 11.6 7 91 C1800 Lot 36-2 1185.0 28.0 110 11.3 7 92 C1801 " Corte Pollensa, Adj. Lot 35-2 1184.0 17.0 110 12.4 7 92 C1802 " Slope Adj. Lot 39.2 1179.0 19.0 ill 12.2 7 93 C1803 Corte Pollensa, Adj. Lot 43.2 1173.0 20.0 108 11.9 7 90 C1804 " Corte Pollensa, Adj. Lot 41-2 1175.0 24.0 108 11.7 7 90 C1805 " Slope Adj. Lot 40-2 1181.0 18.0 110 12.2 7 92 C1806 " Slope Adj. Lot 40.2 1176.0 11.0 107 7.2 7 89 MEAOON NEST / MESA HOMES Project Number: 88-81-148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) -------------------------------------------------------------------------------------------------------------------------------- C1807R 8-03-90 Retest of 1806 1176.0 11.0 108 7.2 7 90 C1808 " Slope Adj. Lot 40-2 1178.0 18.0 109 11.4 7 91 C1809 " Slope Adj. Lot 40-2 1180.0 26.0 ill 11.2 7 93 C1810 Lot 44-2 1169.0 1.0 ill 12.7 7 93 C1811 " Lot 93.2 1171.0 5.0 110 12.4 7 92 C1812 " Lot 23-5 1182.0 17.0 109 13.0 7 91 1 C1813 Lot 25-5 1182.0 32.0 113 12.2 7 94 C1814 " Lot 27-5 1182.0 40.0 113 6.9 7 94 C1815 Lot 29-5 1182.0 32.0 106 7.7 7 88 C1816 Lot 24-5 1184.0 24.0 124 8.1 9 95 C1817 Lot 26.5 1184.0 40.0 118 10.5 9 90 C1818 Lot 28-5 1184.0 42.0 120 10.2 9 92 C1819 Lot 22.5 1184.0 19.0 119 9.7 9 91 C1820 " Lot 111-5 1186.0 35.0 109 8.4 7 90 C1821 " Lot 109.5 1186.0 24.0 110 8.4 7 91 C1822 Lot 112-5 1186.0 33.0 110 9.1 7 91 IC1823 No test C1824 No test C1825 No test C1826 No test C1827 No test C1828 No test C1829 - No test C1830 No test C1831 No test C1832 8-09-90 Corte Albans, Adj. Lot 122-5 1196.0 26.0 115 8.9 7 96 C1833 Lot 122.5 1196.0 23.0 ill 9.7 7 93 IC1834 Corte Almenia, Adj. Lot 71 1198.0 10.0 114 8.2 7 95 C1835 Lot 1-5 1204.0 22.0 113 12.6 7 94 C1836 " Lot 4-5 1202.0 28.0 112 10.8 7 93 C1837 Lot 71-5 1200.0 7.0 114 9.7 7 95 C1838 " Greenbelt Adj. lot 68-5 1204.0 10.0 109 9.1 7 94 C1839 " Calla BaLlentine, Adj. Lot 99.5 1182.0 19.0 113 10.1 7 94 C1840 " Lot 98.5 1182.0 30.0 107 14.5 3 94 C1841 " Lot 26-5 11B4.0 44.0 109 16.0 3 96 C1842 " Calla BaLlentine, Adj. Lot 17-5 1190.0 3.0 112 15.5 7 93 C1843 " Lot 101.5 1198.0 28.0 112 9.9 7 93 C1844 " Lot 114-5 1188.0 30.0 113 12.5 7 94 C1845 " Lot 110-5 1188.0 34.0 121 8.2 19 95 C1846 Lot 105.5 1188.0 30.0 118 8.1 19 93 C1847 " Lot 112-5 1190.0 34.0 119 9.2 19 94 C1848 " Lot 115-5 1190.0 32.0 115 11.7 19 90 C1849 " Lot 111.5 1190.0 37.0 114 12.2 19 90 MEADOW WEST / MESA HOMES _ Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field IDEN7IF Date Test Location Relative I CATI ON Test Depth of Fill Dry Moisture Soil Compaction Elevation (ft) Below Test (ft) Density Content (%) Type (%) ................. .7.0 .______.__............................. C1850 8-09-90 Lot 108-5 --------•--- 1190.0 22.0 C 1851 '� Lot 103-5 1190.0 108 12.7 3 95 C1852 " Lot 118-5 1190. 112 11.9 7 93 C1853 " Lot 99-5 4.0 112 9.9 7 93 C1854 1184.0 37.0 ." Lot 95-5 t184 0 114 102 7 95 C1855 " Lot 92-5 36.0 110 8.1 7 92 1182.0 12.0 112 8.7 7 93 C1856 " Tract 24133-5, Lot 4-5 1200.0 C1851 " Lot 6-5 15.0 115 8.7 7 96 C 1858 " Lot 122-5 1198.01194.0 15.0 111 9.2 7 93 C1859 " Lot 16-5 10.0 117 10.2 7 97 1189.0 22.0 112 9.7 7 93 C 1860 " Tract 24133-5, Lot 16-5 1183.0 15 C1861 .� .0 113 9.5 7 95 Lot 120-5 1190.0 5.0 C1862 " Corte Almeria, Adj. Lot 122-5 110 10. 7 93 1187.0 15.0 110 .8 7 92 C1863 " Corte Almeria, Adj. Lot 15-5 1187.0 C1864 .. 15.0 111 9.8 7 93 Slope Adj. Lot 95-2 1171.0 18.0 C1865 " Slope Adj. Lot 95-2 110 12.3 7 92 C1866 " 1177.0 22.0 108 11.2 7 90 Slope Adj. Lot 95-2 7171.0 C1867 " Lot 95-2 11.0 109 11.7 7 91 1171.0 C1868 " Lot 92.2 15.0 110 12.9 7 92 C18 1 1171.0 109 12.4 7 91 " Lot 94-2 1173.0 .0 C1870 " Lot 41-2 � 6'0 110 12.7 7 92 C1871 1173.0 20.0 ill 11.6 7' Slope Adj. Lot 41-2 1173.0 93 C1872 " 24.0 110 12.7 7 93 Slope Adj. Lot 41-2 1173.0 24.0 C1873 " Slope Adj. Lot 41-2 ill 12.6 7 92 C1874 .� 1173.0 28.0 111 12.6 7 93 Lot 94.2 1173.0 12.0 C1875 " Slope Adj. Lot 95-2 111 11. 7 93 1173.0 22.0 709 12.1 7 91 C1876 " Slope Adj. Lot 95-2 1173.0 C1877 " 22.0 ill 11.9 7 92 Slope Adj. Lot 95-2 1173.0 22.0 C1878 " Lot 95.2 111 11.6 7 93 C1879R �. 1173.0 8.0 106 11.6 7 gg Retest of C1878 1173.0 8.0 C1880 " Lot 93-2 109 11.3 7 91 1175.0 37. 109 11.1 7 91 C 1881 Slope Adj. Lot 41-2 1175.0 C1882 " 14.0 111 10.9 7 93 Lot 43.2 1175.0 14.0 C1883 8-10-90 Tract 24133-5, Lot 116.5 111 14.2 7 93 c1884 .� 1192.0 26.0 108 14.z 3 Lot 113-5 1192.0 37.0 92 C1885 Lot 109.5 108 14.7 7 92 C1896 0 1192.0 33.0 108 14.7 3 94 Lot 107-5 1192.0 9.0 C1887 " Lot 104-5 113 13.2 7 94 �C1888 1192.0 38-0 113 13.2 7 94 Corte Albano,, Adj. Lot 105-5 1191.0 3s_o c1889 Tract 24133-5, Lot 100.5 101 11.1 0.7 3 89 C1890 �� 1186.0 42.0 109 11.1 7 91 Lot 97-5 1186.0 42.D C1891R ° Retest of c1888 106 12.9 3 92 �C1892 " 1191.0 38.0 112 13.6 7 94 Lot 94-5 1186.0 33.0 112 13.6 7 94 MEADOW WEST / MESA HOMES - �, Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative I DENTIF Date Test Location Test Depth of Fill Dr Moisture Soil C P y Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) T ' C 893 8-10-90 Lot 93-5 1185.0 17.0 112 12.9 7 94 C1894 " Lot 117-5 1194.0 13.0 114 13.1 7 95 C189 C1896 " Lot 115-5 1194.0 31.0 112 11.8 7 93 " Lot 112-5 1194.0 40.0 109 12.6 7 91 C1897 " Tract 24133-5, Lot 18-5 1172.0 2.0 109 7.2 7 91 C1897R " Retest of C1806 1176.0 11.0 111 10.8 7 93 c1898 " Lot 17-5 1176.0 2.0 109 7.9 7 91 C1899 " Corte Albano, Adj. Lot 120-5 1182.0 2.0 109 8.1 7 91 C1900 " Lot 14-5 1168.0 8.0 110 7.6 7 92 C1901 " Lot 19-5 1175.0 7.0 105 6.5 7 87 C1902R " Retest of C1901 1175.0 7.0 108 7.9 7 90 8 C1903 " Lot 15-5 1172.0 10.0 109 .2 7 91 C1904 Lot 13.5 1165.0 8.0 108 7.8 7 90 C1905 " Lot 13-5 1168.0 9.0 108 7.3 7 90 LC1906 " Lot 14-5 1170.0 6.0 108 8.9 7 90 C1907 " Lot 16-5 1187.0 22.0 109 8.7 7 91 C1908 " Lot 3.5 1201.0 22.0 108 8.9 7 90 C1909 " Lot 5-5 1197.0 15.0 108 8.6 7 90 C191 Lot 20-5 1177.0 17.0 103 6.7 7 86 C 1911R " Retest of C1910 1177.0 17.0 108 6.8 7 90 C1912 " Corte Albano, Adj. Lot 17-5 1184.0 4.0 109 7.8 7 91 C1913 " Slope Adj. Lot 31-2 1187.0 3.0 ill 10.7 7 93 C1914 " Lot 32-2 1186.0 6.0 110 10.3 7 92 C1915 " Lot 33.2 1186.0 71.0 111 11.4 7 93 C1916 " Corte Pollensa, Adj. Lot 32-2 1186.0 6.0 109 10.8 7 91 C1917 " Lot 47-2 1186.0 6.0 106 8.7 7 88 C1918R " Retest of C1917 1186.0 6.0 ill 10.1 7 93 C1919 " Lot 46.2 1186.0 4.0 110 11.3 7 92 C1920 " Slope Adj. Lot 37-2 1186.0 29.0 113 11.4 7 94 C1921 " Lot 40-2 1184.0 28.0 109 11.6 7 91 C1922 " Slope Adj. Lot 40-2 1184.0 16.0 108 10.9 7 90 C1923 Lot 40.2 1182.0 28.0 Ill 12.3 7 93 C1924 Corte Pollensa, Adj. Lot 42.2 1177.0 25.0 110 11.4 7 92 C1925 " slope Adj• Lot 41-2 1175.0 30.0 109 10.8 7 91 ' C1926 " Lot 42-2 1179.0 26.0 109 12.3 7 91 C1927 " Lot 41-2 1181.0 27.0 106 9.2 7 88 C1928R " Retest of C1927 1181.0 27.0 Ill 10.7 7 93 C1929 " Lot 92-2 1177.0 7.0 110 10.9 7 92 C1930 " Lot 94.2 1177.0 14.0 106 9.6 7 88 C1931R " Retest of C1930 1177.0 14.0 110 11.5 7 92 C1932 " Lot 95-2 C1933 �� 1179.0 17.0 112 12.5 7 93 Slope Adj. Lot 41.2 1177.0 28.0 ill 12.9 7 93 C1934 " Slope Adj. Lot 95-2 1177.0 20.0 110 11.4 7 92 1 MEADOW WEST / MESA HOMES ' Project Number: B8.81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (it) Density Content (%) Type (%) ................................................................................................................................ C1935 8-10-90 Slope Adj. Lot 95.2 1179.0 27.0 109 11.8 7 91 C1936 " Lot 94.2 1181.0 19.0 110 12.1 7 92 C1937 " Lot 93-2 1181.0 13.0 111 12.0 7 93 C1938 Lot 44-2 - 1181.0 2.0 110 12.9 7 92 C1939 " Lot 42.2 1183.0 23.0 ill 12.7 7 93 C1940 " Slope Adj. Lot 41-2 1183.0 35.0 108 10.6 7 90 C1941 Slope Adj. Lot 41-2 1185.0 34.0 109 11.4 7 91 C1942 " Lot 43-2 1185.0 22.0 108 11.1 7 90 C1943 Lot 93-2 1185.0 17.0 110 12.2 7 92 C1944 Lot 38-2 1185.0 33.0 ill 12.2 7 93 C1945 " Slope Adj. Lot 39-2 1185.0 26.0 110 11.9 7 92 C1946 " Lot 372 1185.0 27.0 109 11.3 7 91 C1947 8-13-90 Tract 24133-5, Lot 90-5 1186.0 0.0 113 10.1 7 94 ' C1948 " Lot 91-5 1187.0 0.0 ill 10.3 7 93 C1949 Lot 87.5 1189.0 0.0 110 9.8 7 91 C1950 " Lot 88-5 1188.0 0.0 109 10.5 7 91 C1951 " Lot 85-5 1186.0 22.0 ill 14.6 7 93 C1952 " Lot 83-5 1186.0 27.0 110 14.9 7 91 C1953 " Lot 93-5 1187.0 27.0 109 11.1 7 91 C1954 " Lot 90-5 1188.0 2.0 108 13.6 7 90 C1955 " Lot 86-5 1187.0 17.0 107 10.9 3 93 C1956 " Lot 84.5 1187.0 24.0 114 7.1 7 95 C1957 " Lot 85-5 1188.0 24.0 114 7.2 7 95 C19511 Lot 96-5 1182.0 37.0 113 9.8 7, 94 C1959 " Lot 97-5 1183.0 37.0 114 9.2 7 95 C1960 " Calle Ballentine, Adj. Lot 25-5 1184.0 34.0 107 11.9 3 93 C1961 " Calla Ballentine, Adj, Lot 29-5 1184.0 37.0 106 15.5 3 93 ' C1962 " Lot 28.5 ^ 1183.0 42.0 ill 10.1 7 92 C1963 " Lot 23-5 1184.0 17.0 114 15.9 7 95 C1964 " Lot 25-5 1185.0 36.0 109 9.1 7 91 C1965 Lot 27-5 1185.0 43.0 109 13.9 7 91 C1966 Lot 71.5 1195.0 3.0 109 7.4 7 91 C1967 " Lot 120.5 1191.0 4.0 110 7.6 7 92 C1968 " Lot 17.5 1178.0 6.0 114 8.6 7 95 C1969 " Lot 14-5 1176.0 17.0 109 11.0 7 92 C1970 " Lot 20-5 1178.0 20.0 115 6.9 7 96 C1971 " Lot 122.5 1195.0 16.0 113 7.7 7 94 IC1972 Lot 119.5 1195.0 2.0 112 12.1 7 93 C1973 " Lot 16-5 1179.0 17.0 112 10.1 7 93 C1974 " Lot 18.5 1180.0 13.0 109 7.6 7 91 C1975 " Lot 13-5 1180.0 26.0 110 7.8 7 91 C1976 " Tract 24133-5, Lot 15-5 1181.0 20.0 ill 9.8 7 92 C1977 " Lot 19.5 1181.0 19.0 109 10.4 7 91 MEADOW NEST / MESA HOMES ' Project Number: 88-81-148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type M ' C1978 8-13-90 Lot 17.5 1182.0 5.0 110 9.7 7 92 C1979 " Lot 14-5 1182.0 26.0 110 9.6 7 92 C1980 " Lot 119-5 1193.0 2.0 109 11.3 2 91 IC1981 Lot 121-5 1195.0 16.0 108 10.4 7 90 C1982 IN Tract 24133, Slope Adj. Lot 32-3 1189.0 24.0 108 10.8 7 90 C1983 " Lot 35-2 1189.0 22.0 109 10.9 7 91 ' C1984 IN Slope Adj. Lot 35-2 1193.0 36.0 110 10.4 7 92 C1985 IN Corte Pollensa, Adj. Lot 45-2 1188.0 25.0 ill 11.1 7 93 C1986 " Slope Adj. Lot 37-2 1188.0 36.0 105 8.7 7 88 C1987R Retest of C1986 1188.0 36.0 112 10.0 7 93 C1988 IN Slope Adj. Lot 39-2 1190.0 29.0 110 10.3 7 92 C1989 IN Slope Adj. 40.2 1192.0 33.0 109 10.4 7 91 C1990 IN Slope Adj. Lot 41-2 1187.0 37.0 ill 11.3 7 92 ' C1991 IN Lot 95-2 1187.0 30.0 Ill 10.9 7 93 C1992 8-14-90 Tact 24133-5, Lot 91-5 1189.0 17.0 ill 12.3 7 93 C1993 Lot 92-5 1186.0 18.0 110 12.1 7 91 ' 1:1994 11 Lot 96-5 1185.0 38.0 ill 15.3 7 92 C1995 " Lot 26.5 1186.0 40.0 109 10.7 7 91 C1996 Lot 24-5 1186.0 36.0 109 11.8 7 91 C1997 IN Lot 23-5 1186.0 18.0 108 13.6 7 90 C1998 I. Lot 25.5 1187.0 41.0 110 14.2 7 92 C1999 " Lot 98-5 1184.0 32.0 108 10.9 7 90 C2000 IN Lot 95-5 1187.0 39.0 105 14.2 3 92 ' C2001 1. Lot 97-5 1189.0 40.0 104 13.1 3 91 CZ002 IN Lot 93.5 1187.0 30.0 103 14.2 3 90 C2003 IN Lot 92.5 1190.0 12 U ill 12.2 7 93 C2004 IN Lot 94-5 1190.0 35.0 109 12.5 7 91 C2005 " Tract 24133-5, Lot 96-5 1190.0 44.0 104 14.9 3 91 C2006 IN Lot 99-5 1187.0 29.0 108 14.1 7 90 C2007 " Lot 102-5 1190.0 15.0 108 14.7 7 90 ` C2008 Lot 16-5 1192.0 28.0 ill 5.9 12 93 C2009 " Lot 15-5 1189.0 24.0 109 4.9 12 91 C2010 " Lot 14-5 1184.0 26.0 113 5.3 12 94 ' C2011 Lot 13.5 1182.0 28.0 112 11.3 12 93 C2012 Lot 120-5 1192.0 2.0 104 12.3 12 86 C2013 IN Lot 118.5 1193.0 5.0 102 9.0 12 85 C2014 " Lot 20.5 1180.0 19.0 106 13.8 3 93 ' C2015 IN Lot 19-5 1182.0 10.0 106 9.2 3 93 C2016 IN Lot 17.5 1184.0 4.0 108 9.3 3 95 C2017 " Lot 18.5 1182.0 6.0 107 9.3 3 94 ' C2018 " Tract 24133-2, Lot 33-2 1192.0 24.0 109 11.2 7 91 C2019 IN Lot 36-2 1193.0 25.0 109 10.4 7 91 C2020 IN Lot 38-2 1194.0 43.0 109 13.7 7 91 1 MEADOW NEST / MESA HOMES ' Project Number: 88-81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type M ................................................................................................................................ ' C2021 8.14-90 Lot 40-2 1194.0 37.0 108 15.1 7 90 C2022 " Lot 41.2 1190.0 38.0 109 13.0 7 91 C2023 " Lot 93-2 1189.0 24.0 114 9.9 7 95 ' C2024 lot 95-2 1188.0 24.0 110 12.1 7 92 C2025 " Lot 39-2 1194.0 42.0 108 15.7 7 90 C2026 8-15-90 Tract 24133-5, Lot 93-5 1191.0 31.0 110 12.9 7 92 ' C2027 " Lot 96.5 1191.0 45.0 109 11.1 7 91 C2028 " Lot 98-5 1190.0 42.0 109 12.2 7 91 C2029 " Lot 102-5 1193.0 28.0 109 14.9 7 91 C2030 " Lot 100-5 1194.0 40.0 108 14.8 7 90 ' C2031 " Lot 97-5 1195.0 50.0 108 10.0 7 90 C2032 it Lot 95-5 1192.0 38.0 108 15.1 7 90 C2033 " Lot 96-5 1193.0 46.0 108 10.9 7 90 ' C2034 " Tract 24133-5, Lot 119.5 1195.0 2.0 ill 14.4 7 93 - C2035 " Lot 121-5 1194.0 9.0 ill 14.6 7 93 C2036R " Retest of C2012 1191.0 8.0 113 12.7 7 94 C2037 " Lot 117-5 1196.0 14.0 108 13.9 7 90 ' C2038 " Lot 116.5 1195.0 20.0 109 13.7 7 91 -C2039 Lot 113-5 1195.0 35.0 114 15.2 7 95 C2040 " Lot 110-5 1193.0 19.0 108 17.3 7 90 tC2041 " Lot 106-5 1193.0 22.0 107 16.0 7 89 C2042R " Retest of C2041 1193.0 22.0 ill 13.2 7 92 C2043 _ " Lot 82-5 1188.0 26.0 108 12.8 7 90 ' 1:2044 " Lot 79-5 1188.0 27.0 110 15.3 7 91 C2045 " Lot 76-5 1188.0 17.0 109 14.2 7 91 C2046 " Lot 80-5 1189.0 29.0 109 11.2 7 91 C2047 " Lot 77-5 1189.0 23.0 108 13.9 7 90 ' C2048 " Lot 78-5 1190.0 27.0 108 14.1 7 90 C2049 " Lot 81.5 1190.0 28.0 110 15.5 7 91 C2050 Lot 120-5 1192.0 2.0 109 9.2 7 91 C2051R " Retest of C2013 1193.0 5.0 102 10.8 3 . 90 C2052 " Lot 21-5 1182.0 24.0 108 13.3 7 91 C2053 It Lot 17-5 1186.0 13.0 109 12.9 7 91 C2054 " Lot 19.5 1184.0 21.0 102 9.1 7 93 ' C2055 I. Lot 18-5 1187.0 15.0 107 8.8 7 90 C2056 I. Lot 20-5 1186.0 17.0 115 6.5 7 95 C2057 Lot 21-5 1188.0 20.0 108 10.2 7 90 C2058 " Lot 17-5 1191.0 23.0 113 7.8 7 94 C2059 " Lot 19-5 1190.0 26.0 114 10.5 7 95 C2060 Lot 21-5 - 1190.0 32.0 108 12.0 7 90 C2061 " Lot 18-5 1192.0 11.0 113 7.8 7 95 C2062 " Lot 20.5 1192.0 26.0 114 6.9 7 95 C2063 " Lot 1-5 1205.0 24.0 116 13.6 7 96 1 1 MEADOW NEST / MESA HOMES Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (it) Below Test (ft) Density Content (%) Type M C2064 8-15-90 Lot 3.5 1204.0 28.0 111 11.9 7 92 C2065 " Lot 5.5 1204.0 16.0 110 7.9 7 91 C2066 " Lot 2-5 1206.0 27.0 110 10.8 7 92 ' C2067 Lot 1-5 1207.0 24.0 112 11.6 7 93 C2068 " Tract 24133-3,Grnblt, Adj. Lot 128-1 1151.0 9.0 109 9.6 7 91 C2069 " Greenbelt Adj. Lot 41-2 1152.0 5.0 111 8.7 7 93 ' C2070 Greenbelt Adj. Lot 41-2 1162.0 5.0 109 8.6 7 91 C2071 " Greenbelt Adj. Lot 41-2 1163.0 6.0 110 9.4 7 92 C2072 " Greenbelt Adj. Lot 131-1 1161.0 4.0 112 10.3 7 94 ' C2073 Greenbelt Adj, Lot 131-1 1160.0 12.0 111 8.7 7 93 C2074 " Lot 136-1 1160.0 13.0 112 9.3 7 93 C2075 " Lot 131.1 1161.0 19.0 108 9.5 7 90 C2076 Lot 128-1 1161.0 19.0 110 8.7 7 91 ' C2077 " Lot 129-1 - 1162.0 23.0 110 9.3 7 92 C2078 " Lot 136-1 1162.0 20.0 109 8.3 7 91 C2079 Greenbelt Adj. Lot 128-1 1153.0 11.0 110 9.1 7 92 ' C2080 " Greenbelt Adj. Lot 41-2 1156.0 8.0 112 10.1 7 93 C2081 " Greenbelt Adj. Lot 41-2 1164.0 7.0 ill 9.7 7 92 C2082 " Greenbelt Adj. Lot 41-2 1163.0 7.0 ill 9.7 7 93 C2083 " Greenbelt Adj. Lot 41-2 1163.0 16.0 109 9.4 7 91 ' C2084 " Lot 132-1 1163.0 6.0 109 8.9 7 91 C2085 Lot 135.1 1163.0 11.0 111 9.6 7 92 C20a6 " Lot 131-1 1164.0 23.0 110 9.8 7 92 C2087 " Lot 129-1 1164.0 19.0 112 9.7 7 93 C2088 Greenbelt Adj. Lot 130-1 1164.0 18.0 110 10.0 7 91 C2089 " Greenbelt Adj. Lot 40-2 1166.0 7.0 109 9.0 7 91 C2090 " Greenbelt Adj, Lot 40-2 1166.0 6.0 110 9.4 7 91 C2091 Greenbelt Adj. Lot 41-2 1158.0 8.0 109 9.7 7 91 C2092 8-16-90 Tract 24133-5, Lot 84-5 1190.0 30.0 ill 11.6 7 93 C2093 " Lot 86-5 1190.0 26.0 ill 13.9 7 92 ' C2094 " Lot 78.5 1190.0 25.0 110 10.7 7 92 C2095 " Lot 85-5 1191.0 21.0 108 12.8 7 90 C2096 " Lot 82-5 1191.0 32.0 110 11.7 7 92 ' C2097 " Lot 79-5 1191.0 25.0 110 14.1 7 92 C2098 " Lot 76-5 1191.0 22.0 108 14.6 7 90 C2099 " Lot 74.5 1190.0 5.0 110 14.2 7 91 C2100 " Lot 83-5 1193.0 31.0 110 15.6 7 91 ' C2101 " Lot 80-5 1193.0 30.0 109 11.7 7 91 C2102 " Lot 77-5 1193.0 25.0 109 12.3 7 91 C2103 " Lot 75-5 1193.0 13.0 109 12.9 7 91 ' C2104 " Lot 84.5 1194.0 30.0 ill 13.4 7 92 C2105 " Lot 81.5 1194.0 35.0 109 12.6 7 91 C2106 It Lot 78-5 1194.0 17.0 109 14.1 7 91 1 ' MEADOW NEST / MESA HOMES - Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (it) Density Content (%) Type (%) - ------------------------------------------------------------------------------------------------------------------------------- C2107 8-16-90 Lot 74-5 1194.0 8.0 108 11.7 7 90 C2108 Calle Ballentine, Adj. Lot 83-5 1190.0 25.0 108 12.6 7 90 ' C2109 " Calle Ballentine Adj, Lot 58-5 1194.0 20.0 110 15.8 7 92 C2110 " Lot 83-5 1195.0 35.0 109 11.7 7 91 C2111 Lot 79-5 1195.0 34.0 110 12.9 7 91 C2112 " Lot 75-5 1195.0 20.0 110 13.2 7 92 ' C2113 " Lot 109.5 1195.0 33.0 109 13.0 7 91 C2114 Lot 103-5 1195.0 45.0 110 14.2 7 92 C2115 Lot 107.5 1196.0 7.0 109 13.6 7 91 C2116 Lot 105-5 1196.0 42.0 109 9.6 7 91 C2117 Lot 114-5 1196.0 34.0 110 12.1 7 91 C2118 " Lot 120-5 1196.0 6.0 ill 13.4 7 92 C2119 " Lot 22-5 1187.0 25.0 109 13.1 7 91 C2120 Lot 27.5 1188.0 46.0 110 14.9 7 92 C2121 " Lot 23-5 1189.0 - 29.0 108 12.2 7 90 C2122 " Lot 25-5 1190.0 38.0 108 11.6 7 90 C2123 Lot 33-5 1183.0 4.0 109 14.0 7 91 C2124 " Lot 30-5 1185.0 25.0 110 10.3 7 91 C2125 " Tract 24133-5, Lot 32-5 1186.0 14.0 109 9.6 7 91 C2126 Lot 29.5 1186.0 36.0 110 12.1 7 91 C2127 Lot 31-5 1187.0 20.0 109 14.6 7 91 C2128 Lot 28.5 1188.0 45.0 108 15.1 7 90 C2129 Lot 26.5 1190.0 46.0 110 14.2 7 92 ' C2130 Lot 22-5 1190.0 26.0 114 11.7 7 95 C2131 " Lot 24-5 1191.0 31.0 112 12.2 7 93 C2132 " Lot 17-5 1192.0 15.0 106 13.7 7 93 ' C2133 " Lot 21-5 1191.0 21.0 103 14.9 7 90 C2134 " Lot 19-5 1193.0 27.0 109 11.1 7 91 C2135 Lot 17-5 1194.0 7.0 ill 15.2 7 93 C2136 " Lot 23-5 1191.0 24.0 ill 10.2 7 93 C2137 " Lot 22-5 1192.0 21.0 110 13.8 7 92 C2138 " Lot 30.5 1189.0 28.0 112 10.9 7 93 C2139 " Lot 28-5 1190.0 50.0 110 12.7 7 92 C2140 " Lot 27.5 1191.0 46.0 ill 16.3 7 92 C2141 " Lot 24.5 1192.0 37.0 110 11.1 7 91 C2142 " Lot 22-5 1193.0 33.0 109 12.9 7 91 ' C2143 ^ Lot 27-5 1194.0 52.0 ill 13.6 7 92 C2144 " Lot 23.5 1195.0 33.0 109 10.3 7 91 C2145 " Lot 22-5 1196.0 25.0 112 9.1 7 93 C2146 " Lot 18-5 1194.0 12.0 110 14.3 7 92 C2147 Lot 20.5 1195.0 35.0 110 13.2 7 92 C2148 Lot 32.5 1190.0 19.0 113 8.9 7 94 C2149 Lot 29-5 1192.0 47.0 ill 12.6 7 92 MEADOW WEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content M Type M C2150 8-16-90 Lot 26-5 1196.0 51.0 109 12.1 7 91 ................................................................................................................................ C2151 " Lot 119-5 1198.0 4.0 109 10.0 7 91 C2152 " Lot 18.5 1196.0 28.0 105 12.9 7 88 ' C2153 " Lot 21-5 1196.0 37.0 105 17.2 7 87 C2154 " Lot 48-2 1198.0 5.0 ill 11.6 3 92 C2155 Lot 45.2 1197.0 9.0 116 7.9 3 96 ' C2156 " Lot 49-2 1200.0 12.0 ill 123 7 93 C2157 " Lot 46-2 1201.0 8.0 106 11.3 3 90 C2158 " Tract 24133-2, Lot 32.2 1195.0 12.0 116 9.7 3 96 12119 " Lot 35.2 115.0 32.0 115 10.7 3 95 C2160 " Lot 37-2 1203.0 45.0 115 8.1 3 96 C2161 " Lot 40-2 1201.0 42.0 110 11.9 3 92 C2162R " Retest of C2152 1196.0 28.0 117 6.3 7 98 C2163R " Retest of c2153 1196.0 37.0 115 6.5 7 96 C2164 " Lot 17-5 1197.0 26.0 107 7.8 3 94 C2165 " Lot 20.5 1197.0 24.0 108 5.5 7 90 ' C2166 " Lot 23-5 1192.0 42.0 110 14.2 7 92 C2167 " Lot 26-5 1192.0 41.0 103 15.8 3 90 C2168 " Lot 27-5 1193.0 46.0 110 14.0 7 92 C2169 " Lot 22-5 1193.0 40.0 104 14.9 3 91 ' C2170 " Lot 25-5 1195.0 45.0 103 15.9 3 90 C2171 " Lot 23-5 1196.0 31.0 106 13.9 3 93 C2172 " Lot 28-5 1193.0 52.0 107 14.3 3 93 ' C2173 " Lot 78-5 1196.0 32.0 110 12.9 7 92 C2174 " Lot 82-5 1196.0 38.0 106 13.2 3 93 C2175 " Lot 80-5 1197.0 35.0 110 11.1 7 92 C2176 " Lot 77.5 1197.0 31.0 108 12.4 7 90 c2177 " Lot 74-5 1197.0 7.0 104 11.2 3 91 C2178 " Lot 76-5 1197.0 30.0 112 10.9 7 94 C2179 Lot 81-5 1198.0 38.0 116 10.4 7 96 tC2180 Lot 78.5 1199.0 36.0 112 10.5 7 94 C2181 " Lot 75-5 1199.0 23.0 116 9.6 7 97 C2182 " Lot 74.5 1200.0 10.0 105 11.7 3 92 C2183 Lot 79-5 1200.0 38.0 ill 8.5 7 93 C2184 " Lot 77.5 1201.0 35.0 112 10.3 7 94 C2185 Lot 75-5 1202.0 27.0 ill 13.6 7 92 C21116 Lot 76-5 1203.0 35.0 ill 13.6 7 93 C2187 " Lot 75-5 1204.0 29.0 109 14.9 7 91 C2188 Lot 74-5 1205.0 15.0 109 11.7 7 91 C2189 Lot 122-5 1197.0 12.0 109 12.9 7 91 C2190 " Lot 118-5 1199.0 14.0 110 13.6 7 91 C2191 8.17-90 Tract 24133-5, Lot 112-5 1196.0 4.0 108 13.2 7 90 C2192 Lot 108.5 1196.0 26.0 ill 9.1 7 92 MEADOW WEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ............................................................................................................................... C2193 8-17-90 Lot 104-5 1197.0 47.0 112 15.5 7 93 C2194 Lot 48-5 1193.0 14.0 110 15.6 7 92 ' C2191 1; Lot 52-5 1193.0 24.0 109 12.1 7 91 C2196 Lot 56-5 1193.0 4.0 110 13.9 7 91 C2197 Lot 58.5 1194.0 15.0 ill 13.1 7 92 C2198 " Lot 54.5 1194.0 21.0 108 12.7 7 90 ' C2199 Lot 50-5 1194.0 26.0 ill 9.3 7 92 C2200 Lot 55-5 1195.0 22.0 108 14.6 7 90 C2201 " Lot 57-5 1195.0 18.0 115 9.9 7 96 ' C2202 Lot 49-5 1195.0 17.0 108 7.7 7 91 C2203 Lot 51-5 1196.0 26.0 105 8.5 7 88 C2204 Lot 53-5 1196.0 28.0 106 7.5 3 93 C2205R Retest of C2203 1196.0 26.0 110 11.7 7 91 ' C2206 Tract 24133-2, Lot 41-2 1195.0 45.0 114 6.6 7 95 C2207 " Lot 95-2 1194.0 35.0 114 7.7 7 95 C2208 " Lot 31-2 1196.0 7.0 120 6.6 7 99 ' CZ209 Lot 34.2 1196.0 26.0 ill 7.3 7 92 C2210 " Lot 40-2 1198.0 44.0 112 11.6 7 94 C2211 " Lot 37-2 1197.0 39.0 - ill 12.4 7 93 ' C2212 11 Lot 95.2 1197.0 32.0 110 12.6 7 92 C2213 " Lot 47-2 1201.0 2.0 112 13.2 7 98 - C2214 Lot 44-2 1198.0 37.0 113 10.0 7 93 C2215 Lot 42-2 1196.0 39.0 115 9.0 7 96 ' C2216 Lot 41-2 1198.0 46.0 116 10.7 7 96 C2217 " Lot 90-2 1193.0 2.0 115 5.7 7 96 C2218 Lot 93-2 1193.0 23.0 110 9.1 7 91 ' C2219 Lot 43-2 1201.0 45.0 115 5.4 7 93 C2220 " Tract 24133-2, Lot 31-2 1197.0 6.0 108 12.5 7 90 C2221 Lot 31-2 1197.0 7.0 109 8.3 7 91 C2222 Lot 32-2 1198.0 19.0 109 8.7 7 91 ' C2223 " Lot 35.2 1198.0 31.0 109 16.1 7 91 C2224 " Lot 38.2 1198.0 43.0 117 10.0 7 98 C2225 " Lot 39-2 1201.0 51.0 115 11.2 7 96 C2226 " Lot 36-2 1201.0 39.0 117 7.3 7 97 C2227 8-20-90 Tract 24133-5, Lot 58-5 1196.0 7.0 ill 13.6 7 93 C2228 " Lot 55-5 1197.0 17.0 110 12.0 7 92 C2229 Lot 52-5 1197.0 30.0 112 12.4 7 93 C2230 " Lot 56.5 1198.0 11.0 110 9.2 7 91 C2231 " Lot 53-5 1198.0 28.0 112 14.6 7 93 C2232 " Lot 54-5 1199.0 29.0 110 14.1 7 91 ' C2233 " Lot 57 1199.0 17.0 ill 10.3 7 93 C2234 " Lot 58-5 1200.0 17.0 110 13.2 7 92 C2235 Lot 55.5 1200.0 17.0 112 9.3 7 93 ' MEADOW NEST / MESA HOMES Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Belau Test (it) Density Content M Type M - ------------------------------------------------------------------------------------------------------------------------------- C2236 8-20-90 Lot 58-5 1201.0 6.0 110 12.9 7 91 C2237 " Lot 56-5 1202.0 22.0 109 13.2 7 91 C2238 " Lot 58.5 1203.0 17.0 ill 13.7 7 92 ' C2239 " Lot 87-5 1191.0 2.0 112 12.8 7 93 C2240 " Lot 88-5 1190.0 2.0 109 10.6 7 91 C2241 " Lot 115-5 1198.0 33.0 112 13.3 7 93 ' C2242 Lot 111-5 1198.0 40.0 110 12.7 7 92 C2243 " Lot 107-5 1198.0 10.0 106 14.1 7 aB C2244 " Lot 103-5 - 1198.0 43.0 112 14.2 7 93 C2245 " Lot 106-5 1199.0 27.0 109 12.9 7 91 C2246 " Lot 110-5 1199.0 41.0 109 12.1 7 91 C2247 " Lot 114-5 1199.0 39.0 ill 13.8 7 93 c2248 " Lot 115-5 1200.0 36.0 112 12.8 7 93 ' C2249 Tract 24133-5, Lot 111-5 1200.0 45.0 108 11.7 7 90 C2250R " Retest of C2243 1198.0 10.0 109 11.4 7 91 c2251 " ' Lot 18.5 1198.0 23.0 106 17.9 3 93 C2252 Lot 20-5 1198.0 40.0 104 16.1 3 91 C2253 " Lot 17-5 1199.0 15.0 106 16.7 3 93 C2254 Lot 18-5 1200.0 31.0 106 15.9 3 92 C2255 " Lot 101-5 1195.0 23.0 110 14.6 7 92 ' C2256 " Lot 99-5 1192.0 38.0 110 15.9 7 91 c2257 " Lot 98-5 1194.0 48.0 108 13.7 7 90 C2258 - " Lot 102-5 1196.0 33.0 ill 12.8 7 92 C2259 " Lot 103-5 - 1199.0 45.0 109 8.1 7 91 c2260 " Lot 104-5 1200.0 49.0 112 9.8 7 93 C2261 Lot 107-5 1200.0 13.0 108 10.2 7 90 C2262 " Lot 109-5 1200.0 42.0 112 15.6 7 94 c2263 " Lot 113.5 1200.0 41.0 108 15.8 7 90 C2264 Lot 116-5 1200.0 33.0 ill 16.7 7 92 C2265 " Lot 103.5 1201.0 52.0 114 9.7 7 95 ' C2266 " Lot 106.5 1201.0 22.0 115 9.9 7 96 C2267 Lot 110-5 1202.0 45.0 110 8.5 7 92 C2268 Lot 107-5 1202.0 19.0 109 9.7 7 91 C2269 Lot 101.5 1197.0 30.0 117 7.3 7 98 C2270 Lot 99-5 1197.0 46.0 ill 11.8 7 92 C2271 " Lot 100.5 1198.0 46.0 112 12.6 7 94 C2272 " Lot 102.5 1199.0 24.0 109 12.6 7 91 C2273 " Tract 24133-2, Lot 30-2 1200.0 3.0 115 10.7 7 96 C2274 Lot 33-2 1200.0 27.0 112 13.1 7 93 C2275 " Lot 34-2 1201.0 34.0 116 10.8 7 96 C2276 Lot 31-2 1201.0 13.0 109 10.2 7 91 C2277 " Lot 92-2 1195.0 21.0 112 10.2 7 93 C2278 " Tract 24133-2, Lot 89-2 1195.0 7.0 117 8.1 7 97 ' MEADOW NEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content M Type M ........... ...' "..... .... -..-..."" .... C2279 8-20-90 Lot 94-2 1196.0 33.0 113 11.2 7 94 C2280 Lot 91.2 1196.0 14.0 114 10.8 7 95 ' C2281 " Lot 41-2 1199.0 46.0 113 6.5 7 93 C2282 " Lot 41-2 1201.0 43.0 108 10.4 7 90 C2283 Lot 95.2 1201.0 37.0 ill 7.9 7 92 C2284 " Lot 93-2 1197.0 28.0 114 7.0 7 95 ' C2285 " Lot 90-2 1197.0 10.0 113 9.2 7 94 C2286 Lot 43.2 1199.0 35.0 115 7.6 7 96 C2287 " Lot 91-2 1199.0 11.0 110 5.4 7 92 C2288 Lot 88-2 1198.0 5.0 115 10.6 7 95 C2289 Lot 91.2 1198.0 15.0 114 11.2 7 95 C2290 Lot 94.2 1198.0 35.0 110 8.0 7 92 C2291 " Lot 48-2 1202.0 7.0 120 8.7 19 93 C2292 Lot 45.2 1202.0 14.0 118 7.8 19 92 C2293 " Lot 89-2 1198.0 6.0 116 8.9 19 93 C2294 Lot 94.2 1199.0 32.0 114 9.5 19 90 ' C2295 Lot 93-2 1200.0 33.0 112 6.9 7 93 C2296 " Lot 90.2 1200.0 12.0 112 7.2 7 93 C2297 " Lot 43-2 1202.0 39.0 112 6.6 7 93 C2298 " Lot 44-2 1203.0 25.0 109 9.9 7 91 ' C2299 Lot 47.2 1203.0 5.0 ill 8.3 _ 7 92 C2300 " Lot 88-2 1202.0 4.0 116 8.2 19 91 C2301 Lot 91-2 1202.0 23.0 112 9.5 7 93 ' C2302 " Lot 94-2 1202.0 39.0 116 8.4 19 91 C2303 " Lot 95-2 1203.0 35.0 116 8.2 19 91 C2304 Lot 95-2 . 1204.0 41.0 112 9.4 19 93 C2305 „ Lot 33-2 1202.0 25.0 109 12.5 7 91 C2306 Lot 36-2 1202.0 42.0 111 10.6 7 92 C2307 8-21-90 Tract 24133-2, Lot 46-2 1204.0 21.0 117 8.7 7 97 C2308 " Lot 45.2 1204.0 14.0 115 10.7 7 95 C2309 Tract 24133.2,Greenbelt Adj. Lot 19.31184.0 0.0 109 10.8 7 91 C2310 Greenbelt Adj. Lot 20.3 1192.0 0.0 109 11.2 7 91 C2311 " Greenbelt Adj. Lot 17-3 1197.0 0.0 105 7.2 7 Be C2312R " Retest of 2311 1197.0 0.0 103 7.4 7 86 C2313R " Retest of 2312R 1197.0 0.0 110 11.6 7 92 C2314 " Greenbelt Adj. Lot 19-3 1197.0 0.0 ill 12.1 7 93 C2311 " Greenbelt Adj, Lot 18-3 1185.0 2.0 109 11.5 7 91 C2316 " Greenbelt Adj. Lot 18-3 1189.0 2.0 110 11.2 7 92 C2317 " Greenbelt Adj. Lot 17-3 1191.0 4.0 103 10.9 7 86 C2318R " Retest of 2317 1191.0 4.0 108 11.7 7 90 C2319 " Greenbelt Adj. Lot 19.3 1196.0 4.0 108 11.6 7 90 C2320 " Greenbelt Adj. Lot 18-3 1196.0 6.0 109 10.7 7 91 C2321 " Greenbelt Adj. Lot 17-3 1195.0 6.0 110 10.5 7 92 MEADOW NEST / MESA HOMES ' Project Number: 88-81.148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of FILL Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ................................................................................................................................ ' C2322 8-21-90 Greenbelt Adj. Lot 18-3 1195.0 8.0 ill 11.2 7 93 C2323 " Greenbelt Adj. Lot 18-3 1199.0 7.0 112 11.8 7 93 C2324 " Greenbelt Adj. Lot 20-3 1200.0 3.0 112 11.3 7 93 C2325* " Greenbelt Adj. Lot 16-3 1202.0 5.0 112 12.7 7 93 C2326* " Greenbelt Adj. Lot 20-3 1204.0 2.0 109 12.3 7 91 C2327* " Greenbelt Adj. Lot 18-3 1206.0 9.0 108 10.4 7 90 ' 1:23211 " Greenbelt Adj. Lot 18-3 1206.0 11.0 109 11.4 7 91 C2329 " Greenbelt Adj. Lot 19-3 1206.0 12.0 110 11.8 7 92 C2330 " Greenbelt Adj. Lot 19-3 1207.0 4.0 109 10.4 7 91 C2331 " Greenbelt Adj. Lot 17-3 1205.0 8.0 110 11.0 7 92 ' C2332 8-22-90 Tract 24133-2, Lot 89-2 1203.0 5.0 113 11.8 7 94 C2333 " Lot 92-2 1203.0 30.0 114 11.1 7 95 C2334 Lot 95-2 1205.0 45.0 114 8.8 7 95 ' C2335 Lot 93-2 1204.0 34.0 114 8.8 7 95 C2336 " Tract 24133.2, Lot 90-2 1204.0 20.0 114 9.3 7 94 C2337 Lot 88.2 1204.0 6.0 115 9.3 19 90 C2338 " Lot 49.2 1204.0 6.0 112 13.0 7 94 ' C2339 " Lot 47-2 1205.0 12.0 117 6.3 19 92 C2340 " Lot 34-2 1203.0 34.0 114 13.5 7 95 C2341 " Lot 31-2 1203.0 10.0 110 8.3 7 92 ' C2342 " Lot 30-2 1204.0 11.0 113 8.5 7 94 C2343 " Lot 33-2 1204.0 36.0 ill 7.9 7 92 C2344 " Lot 34-2 1205.0 32.0 113 10.1 7 94 C2345 " Lot 31-2 1205.0 13.0 108 11.0 7 90 ' C2346 " . Lot 33-2 1206.0 33.0 109 10.5 7 91 C2347 " Lot 30-2 1206.0 8.0 113 10.3 7 94 C2348 " Greenbelt Adj. Lot 28-2 1200.0 12.0 ill 9.8 7 92 C2349 Greenbelt Adj. Lot 28-2 1201.0 3.0 112 9.0 7 93 C2350 " Greenbelt Adj. Lot 28-2 1202.0 14.0 118 7.6 7 98 C2351 " Greenbelt Adj. Lot 28-2 1203.0 17.0 114 9.5 7 95 C2352 " Greenbelt Adj. Lot 28-2 1204.0 13.0 118 8.3 7 98 C2353 " Greenbelt Adj. Lot 28-2 1205.0 7.0 119 7.8 19 93 C2354 " Greenbelt Adj. Lot 28-2 1206.0 18.0 117 6.6 19 92 C2355 " Greenbelt Adj. Lot 28-2 1207.0 14.0 114 7.6 19 90 C2356 " Tract 24133-3, Lot 97-3 1193.0 13.0 110 13.6 20 93 C2357 " Lot 94.3 1190.0 20.0 109 16.1 20 -92 C2358 Lot 96.3 1194.0 19.0 108 15.4 7 90 ' C2359 " Lot 99.3 1198.0 2.0 102 18.8 21 91 C2360 " Lot 103.3 1203.0 16.0 102 19.7 21 92 C2361 !' Lot 100.3 1199.0 7.0 102 18.7 21 92 ' C2362 Lot 102-3 1200.0 7.0 ill 16.2 7 92 C2363 " Lot 104-3 1201.0 14.0 ill 17.5 7 92 C2364 Lot 101-3 1201.0 9.0 108 15.5 7 90 1 ' MEADOW NEST / MESA HOMES Project Number: 88-81-148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ]CATION Elevation (ft) Be(ou Test (ft) Density Content (%) Type (%) ................................................................................................................................ ' C2365 B-22-90 Tract 24133-3, Lot 97-3 1195.0 15.0 106 16.9 21 95 C2366 " Lot 99.3 1199.0 7.0 106 14.1 21 95 C2367 " Lot 94.3 1192.0 15.0 108 19.1 21 97 ' C2368 ;; Lot 95-3 1194.0 20.0 107 17.2 7 90 C2369 Lot 96-3 1195.0 18.0 109 15.6 7 91 C2370 " Lot 98-3 1198.0 9.0 106 15.0 21 96 C2371 B-23.90 Tract 24133-1, Lot 146-1 1152.0 28.0 118 9.3 19 93 C2372 " Lot 142.1 1153.0 23.0 120 13.6 19 94 C2373 " Lot 84-1 1165.0 32.0 116 9.3 19 91 C2374 " Lot 79-1 1153.0 25.0 118 10.5 19 92 ' C2375 " Lot 139-1 1157.0 24.0 113 10.9 7 94 C2376 " Lot 87-1 1170.0 27.0 111 11.0 7 92 C2377 - Corte Benavente, Adj. Lot 148-1 1150.0 27.0 118 8.9 19 93 C2378 " Lot 147-1 1153.0 31.0 117 13.2 19 92 C2379 " Lot 144.1 1154.0 26.0 122 11.3 19 95 C2380 " Lot 76-1 1154.0 26.0 113 7.3 7 94 C2381 Lot 148-1 1154.0 31.0 112 6.3 7 93 C2382 " Lot 80.1 1154.0 21.0 112 7.0 7 93 C2383 Lot 141-1 1156.0 24.0 115 8.8 19 90 C2384 " Lot 147.1 1155.0 32.0 114 8.3 19 90 C2385 " Lot 143-1 1155.0 28.0 110 10.8 7 92 C2386 " Lot 77.1 1155.0 27.0 118 12.7 7 98 C2387 " Lot 79-1 1155.0 23.0 117 9.0 7 97 C2388 Lot 82-1 1155.0 22.0 116 9.6 7 96 C2389 Lot 76.1 1151.0 19.0 115 9.6 7 96 C2390 " Lot 79.1 1151.0 12.0 111 9.3 7 93 C2391 8.24.90 Lot 148-1 1156.0 35.0 110 11.2 7 91 C2392 Lot 145-1 1156.0 30.0 125 6.4 19 97 C2393 " Lot 142.1 1156.0 25.0 118 7.7 19 92 C2394 Tract 24133-1, Lot 139-1 1156.0 21.0 126 11.4 19 98 ' C2395 " Lot 83.1 1156.0 13.0 120 9.3 19 94 C2396 " Lot 80-1 1156.0 18.0 117 5.2 19 92 C2397 " Lot 77-1 1156.0 23.0 117 6.7 19 92 C2398 " Lot 138.1 1158.0 23.0 116 7.4 19 91 C2399 " Corte Benavente, Adj. Lot 141-1 1158.0 26.0 117 8.4 19 92 C2400 " Lot 144.1 1158.0 31.0 118 9.1 19 93 C2401 " Lot 147-1 1158.0 35.0 115 10.5 19 90 C2402 " Corte Benavente, Adj. Lot 76-1 1158.0 33.0 119 7.9 19 94 C2403 " Lot 79-1 1158.0 25.0 117 10.0 19 92 C2404 " Lot 82-1 1158.0 15.0 118 11.7 19 93 ' C2405 " Lot 85-1 1158.0 22.0 118 7.9 19 92 C2406 " Lot 84-1 1160.0 22.0 116 7.7 19 91 C2407 " Lot 81.1 1160.0 27.0 119 9.1 19 94 MEADOW NEST / MESA HOMES Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate' Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dr ICATION p Y Moisture Soil Compaction Elevation (ft) Below Test (ft) Density Content (%) .Type (%) ' C2408 8-24-90 Lot 78-1 1160.0 27.0 117 C2409 10.4 19 92 Lot 148.1 1160.0 36.0 117 7.9 C2410 " 19 92 - Corte Benavente, Adj. Lot 145-1 1160.0 33.0 120 8.9 19 94 ' C2411 " Lot 142-1 1160.0 29.0 123 6.8 19 96 C2412 Lot 139-1 1160.0 26.0 C2413 " 114 7.3 19 90 Lot 82-1 1162.0 29.0 115 8.0 19 90 C2415 " Lot 79-1 1162.0 ' C2415 34.0 120 11. 19 92 " Lot 1162.0 34.0 120 11.7 19 94 C2417 " Lot 146.1 1162.0 37.0 119 10.6 19 93 C2417 " Corte Benavente, Adj. Lot 143.1 1162.0 33.0 ' 12418 " 125 12.2 19 98 lot 140-1 1162.0 30.0 122 11.4 19 96 Lot C2419 " 137-1 1162.0 22.0 116 7.6 19 91 C2420 Lot 136-1 1160.0 17.0 C2421 " 117 8.8 19 92 C242 Lot 133-1 116 3.0 7.8 19 92 C2423' " Lot 132-1 11622.0.0 4.0 116 118 9.6 19 93 Lot 135-1 1163.0 10.0 C2424 " 114 10.0 19 90 Lot 132.1 1163.0 7.0 110 10.3 19 93 ' C2425 8-27-90 Tract 24133-1, Lot 134-1 1164.0 7.0 C2426 " 114 8.4 18 91 Lot 137-1 1164.0 33.0 113 8.3 18 90 C2427 " Lot 140-1 1164.0 33.0 C2428 " 115 7.7 18 92 Lot 143-1 1161.0 33.0 114 10.4 18 91 C2429 ^ Lot 135-1 1165.0 17.0 C2430 " 11 9. 18 92 Lot 138-1 1165.0 31.0 1166 9.8 18 93 C2431 " Lot 141-1 1164.0 34.0 715 8.7 18 92 C2432 13 Lot 144.11162.0 360 C2433 " 115 8.9 18 92 Lot 136-1 . 1166.0 26.0 115 9.0 18 92 C2434 Lot 139-1 1166.0 33.0 C2435 " 114 8.6 18 91 Lot 142-1 1163.0 34.0 114 8.3 18 91 C2436 " Lot 145-1 1762.0 C2437 " Lot 134-1 10.0 113 8.3 18 91 1167.0 .0 113 8.4 18 90 C2438 " Lot 137-1 1167.0 30.0 114 9.0 18 92 ' C2439 Lot 135-1 1168.0 12.0 115 8.5 18 92 C2440 IN Lot 138-1 1168.0 33.0 C2441 116 8.8 18 93 " Tract 24133-5, Slope Adj. Lot 39-5 1177.0 0.0 121 8.7 13 91 C2442 " Lot 38-5 1182.0 0.0 122 9.3 13 92 C2443 " Slope Adj. Lot 36.5 1174.0 0.0 C2444 " 121 8.1 13 91 Slope Adj. Lot 34-5 1167.0 0.0 122 8.4 13 92 C2445 8-28-90 Slope Adj. Lot 10-5 1185.0 33.0 109 10.7 7 91 C2446 " Lot 12-5 718 .0 42.0 110 11.3 7 92 C2447 " Lot 11-5 1186.0 42.0 C2448 IN ill 11.1 7 93 Slope Adj. Lot 9-5 1189.0 27.0 110 12.3 7 92 C2449 " Slope Adj. Lot 8-5 1192.0 20.0 C2450 1D9 11.8 7 91 " Slope Adj. Lot 33.5 1169.0 2.0 109 11.4 7 91 MEADOW WEST / MESA HOMES Project Number: 88.81.148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field ' IDENTIF Date Test Location Test Relative Depth of Fill Dry Moisture Soil C I CATION ompaction Elevation (it) Below Test (ft) Density Content (%) Type (%) ..........................................----------"--.------ ' C2451 8-28-90 Slope Adj. Lot 35.5 1171.0 4.0 111 12.6 7 93 C2452 " Slope Adj. Lot 37-5 1176.0 4.0 110 12.1 C2453 It7 92Slope Adj. Lot 37-5 1178.0 2.0 illC2454 " ill 11.7 7 93 Tract 24133, Slope Adj. Lot 36.5 1180.0 6.0 111 11.7 7 93 C2455 " Slope Adj. Lot 40-5 1179.0 2.0 110 11.1 7 C2456 SlopeAd-. Lot 39-5 92 1 1181.0 2.0 111 12.0 7 93 C2457 11 Slope Adj• Lot 39.5 1181.0 2.0 109 11.3 7 91 ' C2458 Slope Adj. Lot 40.5 1184.0 2.0 109 10.7 7 C2459 " Slo Ad-. Lot 37-5 91 1 1184.0 10.0 ill 11.2 7 93 C2460 8-29-90 Tract 24133-5, Grnbelt Adj. Lot 69-5 1203.0 11.0 117 8.0 19 92 ' C2461 " Greenbelt Adj. Lot 68-5 1204.0 17.0 115 7.3 19 90 C2462 " Greenbelt Adj. Lot 67.5 1205.0 13.0 117 10.1 19 92 C2463 " Greenbelt Adj, Lot 67-5 1206.0 12.0 118 8.8 19 92 C2464 " Greenbelt Adj. Lot 68-5 1207.0 13.0 115 9.4 C2465 8-30.90 Tract 24133-4, Lot 41-4 19 90 1194.0 12.0 118 10.6 19 93 C2466 ^ Lot 38-4 1194.0 20.0 717 9.8 19 92 C2467 " Lot 36-4 1194.0 16.0 118 9.0 19 91 ' C2468 '+ Lot 37.4 1195.0 16.0 C2469 " 116 7.8 19 93 Lot 37.4 1195.0 19.0 116 7.8 7 96 C2470 " Lot 37.4 1197.0 23.6 ill 10.5 7 92 ' 12471 " Lot 81.4 1198.0 6.0 116 9.0 19 91 C2472 " Lot 81.4 1195.0 7.0 119 8.8 19 93 C2473 " Lot 81-4 1196.0 5.0 119 10.2 19 93 C247 C2475 " Tract 24133-4, Lot 103-4 1206.0 0.0 120 8.2 9 92 - " Lot 104.4 1209.0 2.0 120 7.2 9 92 C2476 " Lot 104.4 1210.0 3.0 120 8.8 9 92 C2477 " Lot 7-4 1203.0 0.0 C2478 " 119 8.9 9 91 Lot 8-4 1208.0 2.0 119, 8.1 9 92 C248O " Lot 7-4 1206.0 4.0 C2480R " 115 5.7 9 B8 Retest of C2479 1206.0 4.0 122 7.6 9 94 C2481 C2482 Lot 52-3 1797.0 0.0 119 6.4 , 9 92 Lot 52-3 1199.0 2.0 719 .4 9 C2483 " Tract 24133, Lot 52-3 92 1200.0 3.0 717 7.0 9 90 C2484 " Lot 61.3 1200.0 0.0 119 8.3 9 92 C248 " Lot 61-3 1202.0 2.0 118 8.3 C2486 9 91 Lot 61-3 1204.0 4.0 118 7.9 9 91 c2487 " Lot 82-4 1199.0 0.0 11 . 9 90 C2488 " Lot 82-4 1201.0 2.0 1199 8.1' 9 92 C2489 +' Lot 82.4 1202.0 4.0 11 . C2490 " 8 7.5 9 90 Lot 33-4 1199.0 0.0 118 9 91 C2491 '+ Lot 33-4 1201.0 2.0 117 8.0 ' C2492 9 90 Lot 33-4 7202.0 4.0 114 5.4 9 a8 C2493R " Retest of C2492 1202.0 4.0 119 8.4 9 92 MEADOW NEST / MESA HOMES Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (it) Below Test (ft) Density Content (%) Type (%) ................. ..........---............-------_-......_-----...-......--...........------.---..--- ...... C2494 8-30-90 Lot 24-4 1205.0 0.0 121 8.3 9 93 C2495 " Lot 24.4 1207.0 2.0 118 7.6 9 91 C2496 " Lot 24-4 1208.0 3.0 117 7.5 9 90 ' C2497 Lot 101-4 1198.0 0.0 118 8.2 9 91 C2498 " Lot 99-4 1202.0 2.0 118 8.1 9 91 C2499 " Lot 100.4 1202.0 4.0 119 8.4 9 92 ' C2500 8-31-90 Tract 24133-4, Lot 81-4 1199.0 7.0 118 9.6 19 92 C2501 " lot 81.4 1200.0 7.0 117 8.6 19 92 C2502 " Lot 81.4 1201.0 7.0 119 10.3 19 93 C2503 " Lot 52-5 1197.0 31.0 116 8.4 19 91 ' C2504 " Lot 53-5 1199.0 35.0 118 11.1 19 91 C2505 " Tract 24133.5, Lot 56-5 1199.0 17.0 115 10.8 19 90 C2506 Lot 57.5 1200.0 17.0 109 10.0 19 86 C2507 Lot 54-5 1200.0 32.0 121 8.4 10 95 C2508 Lot 56-5 1201.0 13.0 117 9.2 10 92 _ C2509R Retest of 2506 1200.0 17.0 114 10.3 10 90 C2510 " Tract 24133-1, Lot 77-1 1163.0 37.0 118 11.4 10 92 C2511 " Lot 80-1 1163.0 22.0 115 11.3 10 90 C2512 " Lot 83-1 1164-0 31.0 115 10.6 10 90 C2513 " Lot 78-1 1164.0 37.0 115 9.4 10 90 ' C2514 " Lot 81-1 1164.0 22.0 114 8.3 10 90 C2515 " Lot 84.1 1167.0 31.0 119 10.8 10 93 C2516 " Lot 76-1 1162.0 30.0 119 8.4 10 93 12517 Lot 77 1164.0 29.0 119 8.6 10 93 C2518 9-05-90 Tract 24133.3, Lot 64.3 1199.0 0.0 119 8.7 10 93 C2519 Lot 64-3 1200.0 2.0 118 8.3 10 93 C2520 " Lot 64-3 1202.0 4.0 115 7.9 10 90 C2521 " Lot 58.3 1201.0 0.0 118 9.3 10 93 C2522 " Lot 58-3 1202.0 2.0 117 8.9 10 92 C2523 " Lot 58-3 1204.0 4.0 117 7.3 10 92 C2524 " Lot 86.4 1201.0 0.0 117 1.7 10 92 C2525 " Lot 85-4 1202.0 10.0 116 8.4 10 91 C2526 " Lot 84.4 1204.0 4.0 117 8.1 10 92 C2527 " Lot 78-4 1191.0 0.0 117 9.3 10 92 C2528 " Lot 79.4 1194.0 2.0 116 8.6 10 91 C2529 " Lot 80.4 1197.0 4.0 117 8.4 10 92 C2530 " Tract 24133-1, Lot 18-1 1151.0 0.0 110 12.2 22 90 C2531 Lot 18-1 1150.0 0.0 117 10.2 22 96 C2532 " Lot 18-1 1153.0 2.0 117 9.3 19 92 C2533 " Lot 18-1 1155.0 4.0 119 8.9 19 93 C2534 Lot 18.1 1157.0 6.0 116 9.4 19 91 C2535 " Lot 18-1 1159.0 8.0 117 8.6 19 92 C2536 " Lot 79-1 - 1165.0 33.0 118 8.4 19 92 1 MEADOW WEST / MESA HOMES Project Numher: 88.111,148,03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field IDENTIF Date Test Location Test Relative Depth of Fill Dry C I CATION Moisture Soil Elevation (ft) Below Test (it) Density Content (%) T Compaction C2537 9-05-90 Lot 82.1 ... ... -----• 116 .0 .0 116 8.2 19 91 C2538 " Lot 83-1 1166 33 .0 33.0 113 10.1 18 90 C2539 " Lot 80-1 1166.0 C2540 " Lot 82-1 35.0 113 12.5 18 90 ' C2541 t 241 1167.0 29.0 114 10.8 18 93 9-10-90 Trac33-3, Lot 67-3 1196.0 Lot 67-3 C2542 " 0.0 115 9.3 19 90 C2543 Lot 67-3 1197.0 2.0 116 8.6 19 91 C2544 �� 1199.0 4.0 115 8.8 Lot 82-3 1192.0 19 90 C2546 " Lot 82-3 2.0 115 9.1 19 91 C2546 �� 1194.0 2.0 115 9.4 'Lot 82-3 1195.0 19 90 C2547* " Lot 79-3 4.0 117 9.2 19 92 C2548* 1190.0 0.0 115 8.7 Lot 78.3 1191 0 19 90 C2549 " Lot 77-3 1192 0 2.0 118 8.5 19 93 C2550 " Lot 91.3 4.0 116 8.8 19 91 119' C2551 " Lot 91.3 11933.0.0 0.0 117 9.3 19 92 4 116 C2552 " Lot 92-3 1193.0 .0 116 8.3 19 92 C2553 " Lot 74-3 4.0 8.7 19 91 C2554 � 1184.0 0.0 119 7.6 Lot 74-3 1186 0 19 93 C2555 " Lot 75-3 2.0 117 7.3 19 92 C2556 a 1186.0 4.0 116 8.3 Lot 43-4 1190 0 0 0 19 91 C2557 " Lot 43.4 118 7.7 19 93 C2558 Lot 42-4 1191.0 2.0 115 7.4 19 90 " C2559R " Retest of C2558 1193.0 4.0 ill 6.2 19 87 1193.0 4.0 C2560 " Lot 39-3 1179.0 716 8.4 19 91 C2161 " Lot 39-3 0.0 116 8.7 19 91 C2562 1181.0 2.0 116 8.9 Lot 39-3 11820 19 91 . C2563 " 3.0 116 9.3 19 91 Tract 24133-3, Lot 43-3 1188.0 0.0 C2564 " Lot 43-3 117 8.8 19 92 �� 1190.0 2.0 117 7. 19 92 C2565 Lot 43-3 1191.0 3.0 C2566 9-13-90 Tract 24133-5, Lot 65-5 116 7.9 19 91 C2567 1208.0 0.0 117 8.7 19 92 Lot 66-5 1210.0 C2568 " Lot 67-5 .0 118 8.4 19 93 C2569 �� 127.0 3 3.0 118 . 19 93 Lot 68-5 12007.0 0.0 C2570 " Lot 69-5 122 9.3 19 96 1208.0 C2572 Lot 70-5 1208.0 3.0 121 8.2 19 95 C2572 " 0.0 120 8.8 19 92 Lot 72-5 1205.0 0.0 C2574 " Lot 71-5 119 9.0 19 94 C2574 " Lot 73-5 1207.0 2.0 719 9.0 19 93 C2575 1207.0 3.0 120 8.5 19 94 9-17-90 Tract 24 133-5, Lot 64-5 1206.0 C2576 " Lot 63-5 10.0 117 9.3 19 92 C2577 " Lot 63.5 1206.0 10.0 117 8.6 19 92 C257 1206.0 14.0 117 9.1 19 92 " Lot 62-5 1206.0 C2579R " 16.0 113 6.3 19 Retest of C2578 1206.0 89 16.0 116 8,7 19 91 MEADOW NEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (it) Below Test (it) Density Content M Type M ................:............................................................................................................... ' C2580 9.17-90 Lot 61.5 1207.0 23.0 116 8.4 19 91 C2581 " Lot 60-5 1206.0 24.0 118 9.2 19 93 C2582 Lot 59-5 1203.0 21.0 117 9.2 19 92 ' C2583 11 Lot 59.5 1205.0 29.0 116 8.2 19 91 C2584 Lot 61-5 1208.0 21.0 115 8.7 19 90 C2585 " Lot 64-5 1208.0 6.0 116 8.5 19 91 C2586 " Lot 64-5 1209.0 10.0 116 8.7 19 91 C2587 9-18-90 Tract 24133-5, Lot 34-5 1186.0 4.0 -120 9.3 19 94 C2588 Lot 38.5 1186.0 0.0 118 8.7 19 93 C2589 " Lot 36-5 1188.0 2.0 117 8.1 19 92 C2590 " Lot 34-5 1190.0 4.0 116 8.4 19 91 C2591 " Lot 47.5 1192.0 0.0 116 8.9 19 91 C2592 Lot 46-5 1192.0 2.0 118 9.0 19 93 ' C2593 " Lot 45-5 1193.0 4.0 117 9.2 19 92 C2594 " Lot 88-5 1188.0 0.0 117 8.7 19 92 C2595 Lot 88-5 1190.0 2.0 116 8.2 19 91 C2596 Lot 87-5 1192.0 4.0 118 9.1 19 93 C2597 " Lot 29-2 1206.0 0.0 116 8.5 19 91 C2598 Lot 29-2 1207.0 2.0 116 8.4 19 91 C2599 " Lot 29-2 1209.10 4.0 117 8.6- 19 92 C2600 9-19-90 Tract 24133-2, Lot 49-2 1204.0 0.0 118 8.6 19 93 C2601 Lot 48-2 1205.0 2.0 116 9.1 19 91 C2602 " Lot 47-2 1206.0 4.0 116 8.8 19 91 ' C2603 9-20-90 Lot 87-2 1202.0 0.0 116 8.4 19 91 C2604 Lot 88-2 1203.0 2.0 116 9.4 19 91 C2605 Lot 89-2 1204.0 4.0 117 9.1 19 92 C2606 9-21-90 Lot 90-2 1187.0 0.0 116 - 9.2 19 91 C2607 Lot 90-2 1188.0 2.0 117 8.6 19 92 C2608 " Lot 91-2 1191.0 4.0 117 8.7 19 92 C2609 9.25-90 Tract 24133-1, Subdrain Lot 20-1 1160.0 3.0 114 6.0 19 90 C2610 Lot 19.1 1160.0 3.0 115 10.3 19 90 C2611 " Lot 18-1 1161.0 3.0 112 11.6 18 90 C2612 " Lot 16-1 1160.0 3.0 112 11.0 18 90 C2613 Lot 13.1 1159.0 9.0 113 10.8 18 90 C2614 Lot 10.1 1157.0 20.0 112 10.1 18 90 C2615 Lot 7.1 1158.0 30.0 118 7.6 18 95 C2616 Lot 5-1 1156.0 35.0 114 10.4 18 91 C2617 " Lot 17-1 1162.0 4.0 113 11.3 18 90 C2618 " Lot 14-1 1161.0 4.0 115 10.4 18 92 C2619 " Lot 11-1 1161.0 23.0 115 10.0 18 92 C2620 " Tr 24133-3,Greenbelt Adj. Lot 41-2 1168.0 9.0 117 8.3 19 92 C2621 " Greenbelt Adj. Lot 41-2 1166.0 3.0 116 9.4 19 91 C2622 " Greenbelt Adj. Lot 41-2 1166.0 1.0 119 9.3 19 93 MEADOW WEST / MESA HOMES Project Number: 88.81.148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field IDENTIF Date Test Location Relative Test Depth of Fill Dry Moisture Soil I CATION Compaction Elevation (ft) Below Test (it) Density Content M Type M C2623 9-25-911 Greenbelt Adj. Lot 38-5 11 .0 - ---"""-"""'" C2624 Greenbelt Adj. Lot 41-2 t17070.0 12.12.0 117 8.7 19 92116 8.6 C2625 " Greenbelt Adj. Lot 41.2 1170.0 19 91 C2626 �� 1.0 116 8.1 19 91 Greenbelt Adj. Lot 40-2 1171.0 3.0 117 8.8 C2627 " Greenbelt Adj. Lot 40.2 19 92 1152.0 22. 116 9.2 19 91 C2628 9-26-90 Tract 24133-1, Lot 72-1 1152.0 22.0 107 15.5 18 89 C2629 " Lot 69-1 Lot 11500 " 23.0 104 18.7 18 84 t 64-1 1150.0 21.0. C2630 C2631R " Retest of C2628 1152.0 " 2 _106 15.5 18 85 C2632R .0 104 17.6 4 87 Retest of C2629 1150.0 23.0 109 12.4 18 87 Retest of C26 C2633R " Retest of C2630 1150.0 C2634R " 21.0 108 15.5 18 86 31R 1152.0 22.0 107 13.8 7 C2635R " Retest of C2632R 89 1150.0 23.0 107 13.5 7 89 C2636R " Retest of C2633R 1150.0 C2637 '� Lot 41-3 21.0 108 15.4 7 89 ' C2638 " Lot 40.3 1179.0 7.0 118 9.2 19 93 C2639 - �� 1181.0 11.0 118 9.4 Lot 42-3 1183.0 19 93 C2640 " 2.0 116 8.6 19 91 Lot 42.3 C2641 Lot 42-3 1185.0 4.0 115 8.3 19 90 C2642 " Lot 21-3 1187.0 5.0 116 8.7 19 91 C2643 n Lot 22-3 1193.0 0.0 117 9.1 19 92 ' C2644 " Lot 23-3 1194.0 2.0 115 8.9 19 90 C2645R 9-27-90 Retest of 2634R 1194.0 4.0 117 8.8 19 921152.0 C2646R " 22.0 112 8.6 7 94 Retest of 2635R 1150.0 23.0 12647R Retest of 2636R 113 11. 7 96 1153.0 21.0 113 12.2 7 94 c2648 " Tract 24133-1, Lot 71-1 1153.0 24.0 113 12.2 7 94 C2649 " Lot 66-1 C2650 Lot 62.1 1152.0 18.0 116 11.0 18 93 " C2651 Lot 71-1 1154.0 18.0 116 9.3 18 93 " C2652 1155.0 27.0 114 8 Lot 65-1 .5 18 91 C2653 Subdrain, Lot 17-1 1153.0 25.0 ill 7.6 7 93 1151.0 2.0 C2655 Subdrain, Corte Algete Adj. Lot 17.1 1153.0 109 9.2 7 91 C2655 " 4.0 109 9.2 7 91 Subdrain, Lot 17.1 1155.0 6.0 C2657 '� Subdrain, Slope Adj. Lot 17-1 110 11.1 7 91 C2657 �� 1157.0 8.0 109 11.7 7 91 Subdrain, Lot 17-1 1159.0 10.0 C2659 " subdrain, Lot 17-1 ill 11.2 7 91 1161.0 12.0 111 11.2 7 92 C2659 " Subdrain, Lot 17.1 1162.0 " 2.0 109 9.4 7 91 C2660 Subdrain, Lot 22-1 1161.0 2 0 ' C2661 " Tract 24133-1, Subdrain, 112 10.0 7 93 Lot 20-1 1160.0 3.0 108 11.5 7 C2662 " Subdrain, Lot 19-1 90 C2663 �� 1160.0 3.0 110 10.4 7 91 Subdrain, Lot 28-1 1157.0 3.0 C2664 " Lot 19-1 108 9.7 7 90 C2665R 1162.0 4.0 103 16.9 7 86 " Retest of C2664 1162.0 4.0 112 8.4 7 93 MEADOW WEST / MESA HOMES Project Number: 88,81-1411-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate ' Approximate Approximate Field Relative I DENTIf Date Test Location Test Depth of Fitt Dry Moisture Soil Compaction I CATION Elevation (ft) Below Test (ft) Density Content M T ype------------------------------------------ --- ---_. --- --- .."""-".....92........C 6 9.27-90 Lot 20-1 1164.0 6.0 108 8.9 7 90 C2667 " Lot 19-1 1164.0 6.0 C2668 " Tract 24133-4, Lot 7-4 110 8.1 7 1207.0 11. 108 7.1 7 90 C2669 " Lot 10-4 1208.0 10.0 112 8.0 7 93 C2670 " Lot 13.4 C2671 " Lot 14-4 1209.0 .0 113 7.8 7 94 7209.0 9.0 113 6.8 7 94 C2672 " Lot 74.4 C2673 n 1209.0 11.0 ill 8.2 Lot 13-4 7 92 1208.0 8.0 . 110 6.8 7 91 c2674 " Lot 12-4 1208.0 10 10.0 109 79 C2675 " Lot 12-4 . 7 91 C2676 n 1208.0 10.0 ill 9.1 7 93 C267 Lot 7-4 1206.0 3.0 110 5.8 7 " Lot 8-4 1206.0 91 C2678 �� 6.0 110 6.4 7 92 Lot 8-4 1206.0 C2679 " Lot 9.4 3.0 110 6.6 7 92 1207.0 7.0 108 6.3 7 90 ' C2681 " Lot 9-4 7207.0 10.0 112 7.4 7 94 C2682 " Lot 10-4 1207.0 12.0 108 5.2 7 90 C268 " Lot 11-4 1207.0 13.0 ' C2683 " Lot 71-4 712 5.7 7 94 C2684 Lot 15.4 1207.0 11.0 112 8.2 7 93 C2685 a 70.0 109 3.9 7 91 Lot 15-4 1210.0 C2686 1210.0 10.0 170 4.8" Lot 76-4 7 92 C2687 Lot 77-4 1210.0 10.0 110 4.2 7 92 " C2688 �� 1211.0 71.0 110 6.1, 7 92 Lot 17-4 1211.0 C2689 �� 6.0 108 4.4 7 92 - Lot 18-4 1211.0 6.0 C2690 " Lot 18.4 109 4.6 7 91 ' 1211.0 11.0 C2691 " Lot 19.4 110 5.2 7 91 1211.0 C2692 948-90 Lot 16-4 12.0 114 5.1 7 95 C2693 �� 1210.0 6.0 114 6.2 7 95 Lot 19-4 1211.0 7.0 ' C2695 " Tract 24133-4, Lot 22-4 11 . 7 90 .4 7 94 C2696 " 1210.0 8.0 1122 7 Lot 20.4 C269 " Lot 20-4 1211.0 10.0 110 6.0 7 92 C2697 Lot 21-4 1211.0 9.0 ill 6.3 7 . 93 C2698 " lot 21-4 1211.0 q_p 112 7.8 7 94 1211.0 9.0 112 7.2 7 94 C2699 " Lot 22.4 C2700 n 1210.0 7,0 110 5.3 Lot 23-4 7 92 7209.0 4.0 109 5.1 7 91 c2701 " Lot 23-4 1209.0 5.0 C2702 " Lot 24.4 112 5.7 7 94 C2703 1208.0 3.0 110 6.2 Lot 24.4 7 92 1208.0 3.0 ill 7.3 7 93 C2705 " Lot 33-4 1202.0 C2705 " 3.0 118 8.3 7 94 Tract 24133-2, Lot 50-2 1206.0 0.0 118 8 3 C2706 " Lot 50.2 19 93 Lot 50.2 C2707 �� 1208.0 2.0 118 7.7 19 93 1209.0 4.0 C2708 Lot 7 116 7.6 19 91 " 1172.0 0.0 117 8.4 19 92 MEADOW WEST / MESA HOMES Project Nu1ber: 88.81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate IDENTIF Date Approximate Approximate Test Location Field' Test Relative!CATION Depth of Fill Dry Moisture Soil Compaction Elevation (ft) Below Test (ft) Density Content (X) Type C2709 9.28.90 Lot 7 •'•--•.................................................. ............................... CC,7*' 0 1 n1173.0 2.0 117 8.21176.0 0 19 92 Lot 6 2711 10-01.90 Tact 24133.4, Lot 33-4 3. 115 8.5 19 90 1202.0 2 " Lot 34.4 1201.0 3.0 b 7.8 19 91 C2713 " Lot 34.4 6.0 120 4.4 19 95 C2714 to Lot 35.4 1201.0 6.0 124 4.9 1200.0 19 97 C2715 " Lot 35.4 15.0 113 6.4 1200.0 7 94 ' C2716 " Lot 36-4 10.0 114 6.1 7 95 C2717 a 1199.0 19.0 Lot 3 109 . 7 91 C2778 " Lot 37-4 7-4 1199.0 21.0 7 109 .5 7 91 C2719 n 1198.0 18.0 Lot 39.4 119 .0 108 7.3 7 90 6 17' C2720 " Lot 37.4 .0 113 7.1 7 94 1196 C2721 " Lot 38-4 1197.0 Lot 20.0 110 5.2 7 92 C2722 " Lot 38-4 1197.0 17.0 108 5.6 7 90 C2723 It Lot 42.4 1193.0 19.0 ill 5.6 7 92 C2724 n Lot 39-4 3.0 112 7.7 7 93 C2725 " Lot 40.4 1196.0 1195.0 14.0 112 6.2 7 93 C2726 It Lot 40-4 1195.0 15.0 110 6.5 7 92 C2727 " Tract 24133.4, Lot 41.4 13.0 Ill 5.9 ' 1194.0 7 93 C2728 " Lot 41-4 1194.0 9.0 108 9.1 7 90 C2729 " Lot 42.4 1193.0 9.0 108 7.0 7 90 Lot 30.3 C2730 " Tract 24133.3, 3.0 110 11.1 7 92 1207.0 C2731 " Lot 32-3 1207.0 4.0 110 13.4 7 92 C2732 " Lot 31.3 1208.0 19.0 112 13.3 7 93 C2733 " Lot 38.3 15.0 110 12.6 7 92 C2734 „ 1181.0 23.0 Lot 37.3 1181.0 112 11.7 7 93 C2735 " Lot 86-3 18.0 113 13.9 7 94 C2736 " Lot 86.3 1197.0 10.0 115 1197.0 19 90 C2737R " Retest of C2736 15.0 2.8 109 2.8 19 86 C2738 If Lot Lot 87-3 1t97.0 15.0 118 h3 19 93 C2739 I. Lot 87.3 1197.0 15.0 116 5.1 19 91 C2740 to Lot 88-3 20.0 117 5.5 19 92 C2741 Lot 88-3 1197.0 17.0 116 4.9 19 91 1197.0 C2742 Lot 89-3 1196.0 23.0 116 4.7.7 19 91 C2743 " Lot 89.3 23.0 118 S.0 19 93 1196.0 C2744 " Lot 90.3 20.0 120 4.4 1195.0 23.0 19 94 2745 " Lot 90.3 116 4.7 19 91 C t2746R „ 1195.0 13.0 Retest of C2745 1195 0 111 4.0 19 87 C2747 10-02.90 Tract 24133-4, Lot 82.4 13.0 116 5.2 19 91 2748 " Lot 82-4 1202.0 3.0 110 1202.0 7. 7 91 2749 ItLot 8t•4 1202.0 3.0 108 7.1 7 90 C2750 " Lot 81.4� 1202.0 7.0 109 7.4 7 90 2751 " Lot 80.4 2.0 114 6.4 7 95 1197.0 3.0. 109 7.9 7 91 MEADOW WEST / MESA HOMES ' Project Number: 88-81.148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative ' IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ]CATION Elevation (it) Below Test (ft) Density Content (X) Type (%) .................................................................................................'.......--..---................ ' C2752 10-02.90 Lot 79-4 1196.0 4.0 108 4.1 7 90 C2753 " Lot 85.4 1204.0 3.0 109 4.2 7 91 C2754 " Lot 85.4 1204.0 4.0 113 5.7 7 94 C2755 a Lot 86-4 1204.0 3.0 ill 7.7 7 93 C2756 " Tract 24133-4, Lot 86.4 1204.0 3.0 110 6.8 7 92 C2757 ^ Lot 80.4 1196.0 4.0 110 7.0 7 91 C2758 " Lot 79-4 1196.0 3.0 ill 5.2 7 92 ' C2759 " Lot 78.4 1194.0 3.0 109 7.4 7 91 C2760 " Lot 78.4 1194.0 3.0 112 8.4 7 94 C2761 " Lot 77.4 1194.0 3.0 ill 4.7 7 92 C2762 " Lot 77.4 1194.0 3.0 112 6.5 7 93 C2763 Lot 100-4 1202.0 3.0 112 8.4 7 93 C2764 " Lot 100.4 1202.0 5.0 119 6.3 19 93 C2765 ° Lot 101-4 1201.0 3.0 115 6.5 19 90 ' C2766 " Lot 103.4 1209.0 3.0 108 6.1 7 90 C2767 " Lot 103.4 1209.0 3.0 _ 109 7.0 7 91 c2768 " Lot 5.3 1205.0 3.0 108 5.4 7 90 C2769 " Tr 24133, Grnbelt East of Lot 33 1162.0 0.0 lie 9.2 19 92 C2770 " Greenbelt East of Lot 33 1161.0 1.0 118 9.8 19 93 C2771 " Greenbelt East of Lot 33 1173.0 10.0 117 8.5 19 92 C2772 " Greenbelt East of Lot 33 1175.0 12.0 115 10.3 19 90 ' C2773 " Greenbelt East of Lot 33 - 1177.0 13.0 112 13.8 7 94 c2774 " Greenbelt East of 33 1179.0 21.0 114 12.9 7 95 C2775 " Greenbelt East of Lot 33 1180.0 22.0 112 11.6 7 93 ' C2776 10.03-90 Tract 24133-4, Lot 101-4 1199.0 3.0 110 5.3 7 91 C2777 " Lot 115.4 1207.0 3.0 109 5.6 7 91 C2778 " Lot 115.4 1207.0 3.0 110 6.2 3 91 ' C2719 " Lot 104-4 1210.0 3.0 113 6.9 7 94 C2780 " Lot 104-4 1210.0 3.0 108 7.1 7 90 C2781 " Lot 99.4 1202.0 3.0 113 6.3 7 93 C2782 " Lot 99.4 1202.0 3.0 109 4.4 t 3 91 C2783 " Tract 24133.3, Lot 5.3 1205.0 3.0 110 6.7 7 92 C2784 " Tract 24133, Lot 68 1147.0 19.0 110 12.6 7 91 C2785 " Lot 67 1148.0 8.0 108 13.7 7 90 ' C2786 " Lot 68 1149.0 21.0 112 13.2 7 93 C2787 " Lot 67 1150.0 22.0 ill 12.8 7 93 C2788 " Lot 68 1151.0 28.0 110 10.4 7 91 C2789 " Lot 67 1152.0 12.0 110 11.0 7 92 ' c2790 " Lot 68 1153.0 30.0 ill 13.4 7 92 C2791 " Lot 8-3 1203.0 0.0 115 8.2 19 90 C2792 " Lot 8-3 1205.0 2.0 116 7.7 19 91 C2793 " Lot 7-3 1206.0 4.0 118 8.5 19 93 C2794 " Lot 13.3 1201.0 0.0 115 8.1 19 90 MEADOW NEST / MESA HOMES Project Number: 88.81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate IDENTIF Date Field Approximate Approximate Test Location' Test Relative ICATION Depth of Fill Dry Moisture Soil Compaction ........................................... Elevation (ft) Below Test (ft) Density Content Type (X) --------------------------------- C2795 10-03-90 Lot 14.3 Lot 1 ------------- 116-'--"._.-...__.-(X).-.--.......---•-- C2796 �� 1202.0 2.0 118 9.2 ' 1203.0 19 93 C2797R " Retestt o of C2796 4.0 112 6.2 19 88 C2798 �� 1203.0 4.0 8.0 Tract 24133-3, Lot 6-3 1206.0 19 91 C2799 " Lot 9.3 1206.0 5.0 110 5.1 7 90 3.0 110 C2800 " Lot 15-3 1204.0 .9 7 92 7 C2801' " Lot 94.3 '0 112 6.3 1195.0 7 93 C2802 " Lot 97.3 20.0 108 2.9 7 90 ' C2803 a 1190.0 14.0 Lot 100.3 1203.0 110 5.7 7 91 C2804 Lot 103-3 16. 112 6.3 1206.0 7 91 C2805 " Lot 60.3 1 112 6.6 7 93 C2806 10.04-90 Tract 24133-3, Lot 60.3 1204.p 9.0 108 4.1 1204.0 7 90 C2807 " Lot 59-3 9.0 110 4.7 7 92 C2808 " Lot 59.3 1204.0 11.0 106 7.0 1204.0 3 93 C2809 " Lot 104.3 14.0 105 10.1 ' 1206.0 3 92 c2810 " lot 104.3 16.0 107 7.8 7 90 C2811 " Lot 103.3 1206.0 19.0 115 5.5 1206.0 7 96 C2812 " Lot 702-3 14.0 105 8.3 3 92 ' C2813 a 1205.0 16.0 ill 6.3 Lot 102.3 1205.0 7 93 C2814 " Lot 94-3 10.0 116 6.7 C2815 " Lot 95-3 1195.0 24.0 112 7 97 1196.0 6.3 7 93 C2816 " Lot 95.3 22.0 712 8.5 7 93 ' C2817 " Lot 96-3 1196.0 24.0 118 6.4 5 92 1198.0 22.0 C2818 " Lot 96-3 110 2.2 7 91 C2819 Lot 97-3 1198.0 22.0 112 2.6 1200.0 7 93 C2820 " Lot 98-3 1 .0 112 3.1 7 92 C2821 �� 1T.0 117 1201.0 12.0 Lot 98.3 1201.0 117 4.4.8 7 94 C2822 " Lot 99.3 5 91 C2823 " Lot 99.3 1202.0 10.0 110 3.2 1202.0 7 92 C2824 �' Lot 100-3 120 3.0 117 43 5 90 3.0 C2825 " Lot 101.3 1203.0 4.0 116 4.9 5 90 C2826 " Lot 101.3 7.0 115 3.4 7 96 C282 Lot 102.3 1204.0 14.0 117 3.0 " 1205.0 5 91 c2a28 Tract 24133.2, Lot 98-2 1199.0 1.0 117 8.8 - 1 93 C2629 " Lot 100.3 1200.0 U 117 . 19 92 L2830R " Retest of C2829 2.0 110 6.1 1200.0 19 86- C2831 " Lot 97.2 1203.0 .0 118 8.3 19 94 4 C2832 " Lot 73.2 1202.0 4.0 118 .3 19 93 C2833 " Lot 73-2 0.0 117 8.9 19 92 2834 �� 1203.0 2.0 116 7.6 Lot 73.2 1205.0 19 91 2835 " Tract 24133, Lot 34 0.0 116 7.7 19 93 C2936 " Lot 36 1165.0 0.0 116 8.7 1166.0 19 91 �2837 " Lot 37 2.0 115 7.4 19 90 1166.0 4.0 118 8.2 19 93 i ' MEADOW WEST / MESA HOMES Project Number. 88,81,148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative ' 1DENTIF Date Test Location Test Depth of Fill Dry Moisture SoiL Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%) ...................................................................................I.......................... ' 11838 10-04.90 Lot 57-1 1162.0 9.0 118 7.8 19 92 C2839 " Lot 60-1 1157.0 9.0 115 9.1 19 90 C2B40 Lot 58.1 1159.0 11.0 116 9.3 19 91 C2a41 " Lot 61-1 1159.0 11.0 119 8.6 19 93 C2B42 " Lot 67-1 1154.0 24.0 119 6.8 19 93 C2843 " Lot 64-1 1154,0 14.0 116 7.7 19 91 C2844 " Lot 59-1 1162.0 0.0 110 11.1 18 88 ' C2845R " Retest of C2844 1162.0 0.0 113 10.8 18 90 C2846 10.05-90 Tract 24133.1, Lot 58-1 1165.0 2.0 114 8.1 19 90 C2847 " Lot 61-1 1159.0 14.0 114 7.8 19 90 C2848 " Lot 61.1 1160.0 17.0 118 8.6 19 92 ' C2849 Lot 63-1 1156.0 18.0 114 8.4 19 90 C2850 Lot 66-1 1156.0 24.0 115 8.8 19 90 C2851 " Lot 67-1 1157.0 29.0 118 7.1 19 93 C2852 Lot 64-1 1158.0 20.0 116 8.5 19 91 C2853 " Lot 58.1 1162.0 8.0 115 8.1 19 90 C2854 " - Lot 60.1 1162.0 9.0 115 9.2 19 90 ' C2855 " Lot 57-1 1164.0 19.0 117 8.5 19 92 C2856 ^ Lot 60-1 1163.0 11.0 116 8.7 19 91 C2857 " lot 58-1 1165.0 17.0 118 8.0 19 93 C2858 Lot 63-1 1160.0 18.0 114 10.3 19 90 ' C2859 " Lot 59-1 1165.0 4.0 117 9.6 19 91 C2860 " Tract 24133-3, Lot 6-3 1204.0 4.0 113 5.2 7 95 C2861 " Lot 7-3 1206.0 6.0 108 4.2 7 90 C2a62 " Lot 7-3 1206.0 3.0 109 4.4 7 91 C2863 - " Lot 8.3 1206.0 3.0 110 4.6 7 - 92 C2864 " Lot 8.3 1206.0 3.0 111 4.7 7 92 C2865 " Lot 9-3 1206.0 3.0 112 4.3 7 93 C2866 " Lot 13-3 1204.0 3.0 110 4.7 7 92 C2867 " Lot 13-3 1204.0 3.0 110 3.9 7 92 C2868 " Lot 14.3 1203.0 3.0 110 5.0 T 91 ' C2869 " Lot 14.3 1203.0 3.0 108 6.2 7 90 C2870 " Lot 15-3 1202.0 12.0 112 4.1 7 93 C2871 - Lot 61-3 1204.0 3.0 108 4.5 7 90 ' C2872 " Lot 61-3 1204.0 3.0 ill 2.8 7 93 C2873 " Lot 62.3 1203.0 3.0 110 2.2 7 92 C2874 Lot 62-3 1203.0 3.0 ill 5,4 7 92 C2875 " Tract 24133-3, Lot 63-3 1203.0 3.0 112 5.6 7 93 C2876 " Lot 63.3 1203.0 3.0 109 6.2 7 91 C2877 " Lot 66-3 1197.0 6.0 108 5.1 7 90 C2878 " Lot 64-3 . 1202.0 3.0 ill 5.3 7 93 'C2879 Lot 64-3 1202.0 3.0 109 4.9 7 91 C2880 " Lot 65.3 1201.0 6.0 109 3.1 7 91 ' MEADOW WEST / MESA HOMES Project Number: 88.81-148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field IOENTIF Date Test Location Relative ' Test Depth of Fill Dry Moisture Soit I CATI ON Compaction --------------•_--•._--•---•------.---•---------•-Elevation (it) Below Test (ft) Density Content (%) Type M ..........................................C2881 10-05-90 Lot 65-3 ----"""""""'""- ' 1201.0 5.0 ill 6. 7 94 C2882 " Lot 66.3 1200.0 5.0 111 .4 7 93 C2883 " Lot 67-3 1199.0 3.0 ill 6.2 C2894 Tract 24133.3, Lot 21-3 7 92 �� 1193.0 0.0 117 8.2 19 93 ' C2885 " Lot 23-3 1194.0 2.0 717 8.2 C2886* " Lot 23-3 79 92 1194.0 4.0 116 9.6 19 91 C2887t -" Lot 31 1165.0 0,0 118 9.0 79 93 ' C28U " Lot 32 1167.0 2.0 118 8.7 19 93 C2889 " Lot 33 1168.0 4.0 116 8.1 C2890 " Lot 22 19 91 1157.0 0.0 117 8.3 19 92 C2891 " Lot 23 1159.0 2.0 117 7.7 19 92 ' C2892 " Lot 22 1159.0 4.0 116 8.0 19 91 C2893 10-08-90 Lot 26 1160.0 0.0 116 8.3 C2894 " Lot 27 19 91 1161.0 0.0 117 9.3 19 92 C2895 " Lot 28 1164.0 2.0 116 8.9 11 C2896 " Lot 30 19 91 67.0 4.0 119 8.7 19 93 C2897 " Tract 24133.3, Lot 75-3 1185.0 3.0 110 6.5 C2898 " Lot 75.3 7 91 ' 1187.0 3.0 109 7.1 7 91 C2899 " Lot 74.3 1187.0 3.0 109 7.0 C2900 Lot 74-3 7 91 1187.0 3.0. 113 6.9 7 94 c2901 " Lot 41.3 1183.0 8.0 108 4.3 C2902 " Lot 41.3 11 7 90 83.0 4.0 109 5.0 7 91 C2903 " Lot 40-3 1182.0 3.0 C2904 _ " Ill 5.5 7 91 Tract 24133-3, Lot 40-3 1183.0 8.0 }}} 5.5 7 C2905 �' Lot 43-3 92 1191.0 3.0 110 7.6 7 92 C2906 " Lot 43.3 1191.0 3.0 C2907 " 112 7.5 7 94 Lot 42-3 7189.0 4.0 112 8.5 7 C2908 " Lot 42-3 93 1189.0 4.0 115 6.3 19 90 C2909 Lot 39.3 1182.0 3.0 117 5.2 C2910 " Lot 39-3 19 92 1182.0 2.0 109 6.5 7 91 C2911 " Lot 51.3 1200.0 3.0 115 6.7 C2912 Lot 51.3 19 90 7200.0 3.0 117 8.6 7 92 C2913 " Lot 52-3 1200.0 3.0 111 6.5 19 93 C2914 " Lot 52.3 1200-0 3.0 110 6.6 19 92 C2915 " Lot 58.3 1204.0 3.0 C2916 " 112 6.9 19 94 Lot 76-3 1191.0 11.0 112 6.9 C2917 " Lot 76-3 79 94 1191.0 16.0 115 5.0 7 90 C2918 " Lot 77.3 1192.0 3.0 117 6.5 7 92 C2919 " Lot 77.3 1192.0 6.0 116 6.0 C2920 7 97 Lot 78.3 1192.0 3.0 116 5.4 C2921 10.09.90 Tract 24133.3, Lot 79-3 7 9} 1193.0 3.0 112 4.9 7 94 C2922 " Lot 79-3 1193.0 3.0 109 3.8 7 91 ,C2923 " Lot 81-3 1195.0 3.0 112 4.5 7 93 MEADOW WEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative ' IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (%) Type M ................................................................................................ ' C2924 10.09-90 Lot 81.3 1195.0 3.0 114 5.7 7 95 C2925 " Lot 83-3 1196.0 12.0 118 4.9 5 92 C2926 " Lot 83.3 1196.0 8.0 113 3.3 7 94 C2927 " Lot 82-3 1196.0 4.0 117 3.1 5 91 C2928 " Lot 84-3 1196.0 10.0 106 5.1 3 92 C2929 " Lot 84-31196.0 3.0 106 7.0 3 93 C2930 Lot 85.3 1197.0 6.0 106 4.2 3 93 ' C2931 " Lot 91-3 1194.0 8.0 111 3.2 7 92 C2932 Lot 92-3 1153.0 2.0 117 4.9 5 91 C2933 " Tract 24133-3, Lot 92-3 1193.0 10.0 114 4.5 10 95 ' C2934 " Lot 93-3 1192.0 12.0 106 4.4 3 93 C2935 " Lot 93-3 1192.0 17.0 110 4.7 7 92 C2936 " Lot 27-3 1189.0 19.0 109 9.1 7 91 C2937 " Slope Adj. Lot 33 1157.0 0.0 118 8.3 19 93 C2938 Slope Adj. tot 33 1165.0 2.0 116 8.2 19 91 C2939 " Slope Adj. Lot 33 1162.0 4.0 116 8.9 19 91 C2940 " Lot 34 1163.0 6.0 116 7.6 19 91 ' CZ941 " Lot 35 1165.0 8.0 117 8.4 19 92 C2942 " Greenbelt Adj. Lot 39 1153.0 8.0 112 6.1 19 88 C2943R Retest of C2942 1153.0 8.0 117 7.5 19 92 C2944 " Lot 40 1158.0 18.0 119 8.0 19 93 C2945 " Greenbelt Adj. lot 41 1153.0 21.0 117 9.4 19 92 C2946 " Lot 38 1160.0 13.0 117 8.7 19 92 C2947 Lot 37 1164.0 10.0 116 8.6 19 91 C2948 " Greenbelt Adj. Lot 40 1155.0 6.0 118 9.2 19 93 C2949 " Greenbelt Adj. Lot 40 1155.0 13.0 118 8.3 19 93 C2950 Lot 39 1162.0 15.0 118 9.0 19 93 ' C2951 " Lot 34 1167.0 8.0 116 7.6 19 91 C2952 " Tract 24133-3, Lot 58-3 1204.0 3.0 110 6.8 7 91 C2953 Lot 78.3 1192.0 3.0 110 7.3 7 92 C2954 " Lot 82-3 1195.0 6.0 109 5.0 7 91 C2955 Lot 85.3 1197.0 3.0 110 5.4 7 91 C2956 Lot 88.3 1197.0 17.0 113 4.7 7 94 C2957 " Lot 91.3 1194.0 3.0 108 7.9 7 90 ' C2958 10-10-90 Lot 16-3 1200.0 15.0 112 7.6 7 93 C2959 " Lot 17.3 1199.0 14.0 108 7.4 7 90 C2960 " Lot 17.3 1199.0 18.0 113 7.7 7 94 C2961 " Lot 18-3 1198.0 18.0 ill 7.9 7 92 t C2962 " Tract 24133-3, Lot 18-3 1198.0 14.0 121 6.1 19 95 C2963 " Lot 19.3 1198.0 18.0 121 5.9 19 95 C2964 " Lot 2003 1197.0 6.0 112 6.1 7 94 C2965 " Lot 20.3 1197.0 12.0 129 7.6 7 94 C2966 Lot 21-3 1196.0 11.0 112 7.3 7 92 MEADOW NEST / MESA HOMES ' Project Number: 88-81-148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (it) Below Test (ft) Density Content M Type (%) ................................................................................................. ...... ' C2967 10-10-90 Lot 21-3 1196.0 3.6 ill 7.9 - 7 92 C2968 " Lot 22-3 1195.0 3.0 126 8.3 1 93 C2969 " Lot 23-3 1194.0 3.0 119 8.3 10 92 ' C2970 " Lot 23-3 - 1194.0 9.0 119 8.3 10 92 C2971- " Lot 24.3 1193.0 13.0 109 7.1 7 91 C2972 " Lot 24-3 1193.0 3.0 110 7.9 7 91 C2973 " Lot 25.3 1193.0 8.0 112 5.9 7 93 C2974 " Lot 26-3 1192.0 17.0 115 6.1 7 90 C2975 ' " Lot 26.3 1192.0 12.0 ill 7.3 7 92 C2976 " Lot 27-3 1189.0 9.0 ill 7.1 7 93 ' C2977 " Lot 28-3 1189.0 11.0 115 8.3 7 96 C2978 " Lot 29-3 1189.0 18.0 109 6.0 7 91 C2979 " Lot 29-3 1188.0 23.0 114 5.8 7 95 ' C2980 10-11-90 Lot 16-3 1200.0 20.0 108 4.1 7 90 C2981 " Lot 19.3 1198.0 16.0 113 5.6 7 94 C2982 " Lot 22-3 1195.0 10.0 112 9.2 7 93 C2983 " Lot 25.3 1192.0 13.0 ill _ 8.4 7 92 C2984 " Lot 28-3 1189.0 24.0 118 7.8 19 93 C2985 " Lot 31-3 1186.0 20.0 126 11.2 1 93 C2986 " Lot 34-3 1184.0 24.0 110 8.8 7 92 ' C2987 " Lot 37-3 1182.0 18.0 116 7.5 19 91 C2988 " Lot 30-3 1187.0 17.0 113 7.4 7 94 C2989 ° Lot 30-3 1187.0 19.0 119 8.2 19 93 ' 12990 Lot 31.3 1186.0 16.0 108 6.8 7 90 C2991 Tract 24133.3, Lot 32-3 1185.0 20.0 110 7.7 7 92 C2992 " Lot 32-3 1185.0 22.0 109 7.1 7 91 C2993 " Lot 33.3 1185.0 25.0 116 6.4 19 91 ' C2994 " Lot 33-3 1185.0 23.0 116 7.2 19 91 C2995 " Lot 34.3 1184.0 21.0 109 7.8 7 91 C2996 10.12-90 Tract 24133-1, Lot 159.1 1152.0 36.0 110 14.7 7 92 ' C2997 " Lot 157-1 1152.0 39.0 110 12.0 7 91 C2998 " Lot 155.1 1152.0 38.0 112 10.2 7 93 C2999 " Lot 160-1 1154.0 34.0 112 8.4 7 92 ' C3000 " Lot 158.1 1154.0 39.0 113 9.4 7 94 C3001 " Lot 156-1 1154.0 42.0 113 9.6 7 94 C3002 " Lot 159-1 1156.0 39.0 108 9.6 7 90 C3003 Lot 157-1 1156.0 42.0 110 9.4 7 91 C3004 " Lot 155.1 1156.0 42.0 110 10.4 7 91 C3005 " Lot 149.1 1156.0 34.0 113 9.6 7 94 C3006 " Lot 151.1 1156.0 37.0 112 8.9 7 93 C3007 " Lot 152-1 1158.0 40.0 113 10.0 7 94 C3008 " Lot 150.1 1158.0 38.0 109 10.7 7 91 C3009 10.15-90 Tract 24133-3, Lot 35.3 1183.0 23.0 113 8.7 7 94 ' MEADOW NEST / MESA HOMES Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate, Approximate IDENTIF Date Test Location Approximate Field Relative - ICATION Test Depth of Fill Dry Moisture Soil C Elevation (ft) Below Test (it) Density Content (X) T oapacti on C3010 10-15-90 Lot 35.3 .. . Content 6.6 1.................. 1183.0 ' C3011 " Lot 36.3 1 .0 11 .6 91 C3012 �� 1183.0 18.0 6 6 Lot 36-3 19 91 c3013 �� 1183.0 20.0 120 3.7 Lot 38.3 1182.0 19 94 ' C3014 " Lot 38.3 1.0 112 9.3 7 93 C3015 �� 1182.0 16. 112 9.3 Lot 37-3 1183.0 7 93 C3016 " Tract 24133-2, Lot 24.2 16.0 114 8.6 19 90 C3017 �� 1209.0 0.0 117 13.2 Lot 25-2 1208.0 19 92 ' C3018 10.18-90 Lot 24-2 - 2.0 110 7.9 3 92 c3019 " Lot 25.2 1211.0 2.0 110 7.9 7210.0 7 92 C3020 " Tract 24133-3, Lot 51.3 0.0 120 11. 3 94 C3021 �� 1197.0 0.0 120 11.2 ' Lot 63-3 7200.0 19 94 C3022 Lot 62.3 0.0 105 22.3 19 80 C3023R 10.22.90 Retest of C3022 1200.0 0.0 100 14.7 719 1200.0 0.0 82 C3024R " Retest of C3021 100 14.7 7 84 C3025R " 1200.0 0.0 105 18.6 Retest of C3023R 1200.0 7 87 C3026R 10-23.90 Retest of C3025R 0'0 104 17.0 7 87 C3027 1. 1200.0 Lot 62.3 0.0 107 9.3 7 90 C3028R '� 1202.0 2.0 115 9.1 Retest of C3024R 1200.0 79 90 C3029 Lot 63.3 1202.0 0.0 113 7.7 7 94 C3030 '� Lot 62-3 1203.0 2.0 113 7.T 7 94 C3031 " Lot 62.3 - 3.0 113 8.3 7 95 C3032 " Lot 63-3 1203.0 3.0 117 8.6 1203.0 19 92 C3033 " Lot 63.3 3"0 ill 11.2 7 92 C3034 10-25.90 Tract 24133-5, Lot 1.5 1203.0 3.0 114 6.0 7 95 1207.0 C3035 " Lot 1.5 25.0 110 5.3 7 92 ' C3036 lot 2-5 1207.0 27.0 1206.0 171 5.4 7 93 C3037 " Lot 2.5 26.0 112 5.6 1206.0 7 94 'C3038 " Lot 3-5 1205.0 30.0 712 5.6 7 94 C3039 Lot 4.5 30.0 114 4.5 7 95 1202.0 c3040 Lot 4-5 1202.0 17.0 111 6.4 7 93 C3041 ' " Lot 5.5 27.0 110 9.2 7 92 C3042 " Lot 5.5 1199.0 1199.0 9.0 114 6.9 7 93 C3043 " Lot 6-5 19.0 110 4.4 1196.0 7 91 C3044 " Lot 7-5 � 11.0 116 5.1 1193.0 7 92 3045 " lot 7.5 119 .0 3.0 115 4.7 7 96 3 3046 " Lot 8.5 119 .0 3.0 114 5.2 7 95 3047 " Lot 8-5 15.0 ill 4.7 1190.0 7 92 C3048 " Lot 9-5 4.0 112 5.0 7 94 3049 if Lot Lot 10.5 1784.0 22.0 111 4.5 7 93 3050 " Lot 10.5 1184.0 22.0 111 4.0 7 93 C3051 " Lot 11.5 29.0 110 5.1 7 92 1182.0 F052 " Lot 11-5 28.0 118 7.1 7 98 1182.0 31.0 116 6.6 7 97 MEADOW WEST / MESA HOMES Project Number: 88.81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate I Approximate Approximate DENTIF Date Test Location Test field Relative ICATION Depth of Fit( Dry Moisture Elevation (ft) Below Test (ft) Density Soil Compaction ----------------------------- ..-Y Content (X) i ype M C3053 10-25-90 Lot 12.5 -------•- •--"-•--'--"'•' -- 19 90 1182.0 32.0 -------. '""" C3054 " Lot 12-5 116 7.5 79 91 C3055 „ Lot 13.5 1182.0 30.0 115 1185.0 6.1 C3056 Lot 13-5 29.0 114 6.0 7 95 C3057 " Lot 14.5 1165.0 25.0 112 ' 1187.0 7.5 7 94 c3058 " Lot 15-5 27.0 110 . C3059 �� .0 1191.0 26 7 922 Lot 15.5 111 7.1 7 93 C3060 " Lot 16-5 1191.0 28.o 110 1194.0 6'3 7 91 ' C3061 " Lot 16.5 29.0 110 7.4 7 91 C3062 " Lot 17-5 1194.0 28.0 108 12000 5'9 7 90 . C3063 " Lot 17-5 31.0 708 4.7 1200.0 7 90 ' C3064 " Lot 18.5 12C0.0 25.0 110 5.6 7 91 C3065 " Lot 19-5 30.0 108 5.3 7 90 C3066 " Lot 19-5 1200.0 25.0 113 1200.0 4'9 7 94 C3067 ^ Lot 20.5 35.0 109 5.1 7 91 ' 1:3068 1199.0 34.0 Tract 24133-5, lot 20-5 1199.0 109 4.5 7 91 29 C3069 " Lot 21.5 .0 111 10.3 C3070 �� .0 7 92 1199.0 38 Lot 21.5 109 9.4 7 91 C3071 " Lot 22-5 1199.0 28.0 109 ' 1198.0 5. 7 91 C3072 " Lot 23.5 38.0 109 .3 C3073 " Lot 23.5 1197.0 27.0 110 7 97 1197.0 5'1 7 92 C3074 10.26-90 Lot 24.5_ 37.0 114 4.7 7 95 ' C3075 " Lot 24-5 1197.0 42.0 108 C3076 " 1197'0 110 6.6 7 90 Lot 25.5 42.0 5.5 1196.0 7 91 C3077 " Lot 25-5 46.0 108 6.3 7 90 C3078 " Lot 26.5 1196.0 51.0 110 C3079 a 1195.0 7. 7 92 Lot 27.5 51.0 111 6.2 C3080 " Lot 27-5 1195.0 53.0 109 7 93 1195.0 6'S 7 91 C3081 " Lot 28-5 53.0 113 63 7 ' C3082 " Lot 28.5---- 1194.0 53.0 110 7.1 7 94 C3083 " Lot 29-5 1194.0 - 108 92 L 52.0 9.0 7 C3084 " Lot 29.5 1194.0 49.0 109 4.7 7 91 C3085 " Lot 30.5 1194.0 49.0 108 1192.0 5'4 7 90 C3086 it Lot 31.5 33.0 109 3.8 7 91 C3087 " Lot 31-5 7192.0 27.0 108 4.1 7 C3088 " Lot 32.5 1192.0 27.0 108 4.3 90 7 90 C3089 a 22.0 Lot 32-5 1192.0 110 4,4 7 91 C3090 " Lot 33.5 17.0 110 5.1 1191.0 7 91 c3091 " Lot 33.5 11.0 111 4.8 C30992 2 �� 11.0 7 Lot 34-5 110 4,7 7 99 7190.0,C3093 " Lot 35-5 3.0 109 5.4 1190.0 7 97 C3094 " Lot 35.5 3.0 108 5.7 1190.0 7 90 ,C3095 " _ Lot 36.5 3'0 110 4.7 7 92 5 1190.0 .0 109 4.5 7 91 MEADOW NEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content (%) Type I%) ...................... ' C3096 10.26-90 Lot 36.5 1190.0 3.0 108 5.1 7 90 C3097 " Lot 37.5 1189.0 4.0 110 7.2 7 92 C3098 " Lot 37-5 1189.0 3.0 112 6.2 7 93 C3099 " Lot 38.5 1189.0 4.0 114 6.7 7 95 ' C3100 " Lot 39.5 1189.0 3.0 112 6.8 7 94 C3101 Lot 39-5 1189.0 3.0 112 7.0 7 93 C3102 " Tract 24133-5, Lot 40-5 1190.0 3.0 109 5.3 7 91 ' C3103 Lot 40.5 1190.0 3.0 110 5.1 7 92 C3104 Lot 45-5 1193.0 3.0 108 5.3 7 90 C3105 " Lot 45-5 1193.0 3.0 108 6.0 7 90 C3106 " Lot 46-5 1194.0 4.0 111 4.9 7 92 C3107 " Lot 46-5 1194.0 3.0 111 5.9 7 92 C3108 " Lot 47-5 1195.0 10.0 110 5.3 7 92 C3109 " Lot 47-5 1195.0 3.0 111 5.1 7 92 C3110 " Lot 48.5 1796.0 6.0 111 6.2 7 93 C3111 " Lot 49-5 1196.0 11.0 107 6.3 7 90 C3112 " Lot 49-5 1196.0 16.0 109 6.0 7 91 ' C3113 " Lot 50-5 1197.0 26.0 ill 7.1 7 92 C3114 „ Lot 50.5 1197.0 27.0 108 4.5 7 90 C3115 Lot 51.5 . 1198.0 28.0 109 3.6 7 91 C3116 " Lot 51.5 1198.0 30.0 109 3.0 7 91 C3117 " Lot 52-5 1199.0 29.0 110 4.9 7 92 C3118 " Lot 53-5 1200.0 30.0 109 3.8 7 91 C3119 - " Lot 53-5 1200.0 31.0 108 2.9 7 90 C3120 " Lot 54-5 1201.0 31.0 117 4.3 7 97 C3121 Lot 54-5 1201.0 24.0 117 3.8 7 98 C3122 10-29-90 Tract 24133-5, Lot 55.5 1201.0 26.0 110 6.2 7 92 C3123 " Lot 55.5 1201.0 21.0 109 7.0 7 91 C3124 " Lot 56-5 1202.0 12.0 ill 6.1 7 93 C3125 " Lot 57-5 1203.0 8.0 109 6.0 7 91 C3126 " Lot 57-5 1203.0 18.0 110 6.1 7 92 C3127 " Lot 58.5 1204.0 9.0 112 5.0 7 93 C3128 Lot 58-5 1204.0 19.0 ill 5.8 7 92 C3129 " Lot-59-5 1206.0 26.0 112 5.4 7 94 C3130 " Lot 59-5 1206.0 21.0 111 3.5 7 93 C3131 " Lot 60-5 1208.0 23.0 111 2.7 7 93 C3132 Lot 61-5 1209.0 19.0 111 3.2 7 92 C3133 " Lot 61-5 1209.0 19.0 111 3.2 7 92 ,C3134 " Lot 62-5 1210.0 15.0 111 2.9 7 92 C3135 " Lot 62-5 1210.0 20.0 112 3.3 7 93 C3136 " Lot 63.5 1211.0 16.0 110 3.3 7 92 FC3137 Lot 64.5 1211.0 11.0 109 3.0 7 91 C 3138 " Lot 64-5 1211.0 11.0 112 4.1 7 93 MEADOW NEST / MESA HOMES ' Project Number: 88.81.148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative ' IOENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (it) Below Test (ft) Density Content I%) Type I%) ................................................................................................................................ C3139 10-29-90 Lot 65.5 1211.0 3.0 ill 5.5 7 92 C3140 " Lot 65-5 1211.0 3.0 113 5.9 7 94 C3141 it Lot 66.5 1211.0 3.0 108 3.4 7 90 C3142 " Lot 66.5 1211.0 3.0 108 3.0 7 90 C3143 " Lot 67.5 1211.0 3.0 ill 3.9 7 93 C3144 " Lot 68.5 .1210.0 3.0 112 3.7 7 93 C3145 " Lot 68-5 1210.0 3.0 113 3.8 7 94 ' C3146 " No test C3147 " No Test C3148 " Tract 24133-5, Lot 69-5 1209.0 3.0 ill 5.7 7 92 _ C3149 " Lot 69.5 1209.0 4.0 ill 5.9 7 93 ' C3150 " Lot 70-5 1208.0 3.0 110 5.9 7 92 C3151 " Lot 71.5 1208.0 3.0 109 4.7 7 91 C3152 it Lot 71-5 1208.0 13.0 110 4.8 7 92 C3153 Lot 72.5 - 1208.0 8.0 ill 4.5 7 93 C3154 " Lot 72-5 1208.0 3.0 112 4.2 7 93 C3155 Tract 24133.5, Lot 73-5 1207.0 7.0 110 5.0 7 92 ' C3156 Lot 74-5 1206.0 16.0 109 6.3 7 91 C3157 ` ^ Lot 74.5 1206.0 16.0 109 5.7 7 91 C3158 Lot 75-5 1205.0 30.0 110 4.8 7 92 C3159 " Lot 75.5 1205.0 25.0 112 3.7 7 94 ' C3160 Lot 76-5 1204.0 34.0 113 3.6 7 94 C3161 " Lot 76-5 - 1204.0 34.0 ill 3.5 7 92 C3162 " Lot 77-5 1203.0 38.0 110 3.3 7 92 ' C3163 " Lot 77-5 1203.0 35.0 110 3.0 7 92 C3164 " Lot 78-5 1202.0 37.0 115 5.6 7 96 C3165 " Lot 78.5 1202.0 35.0 115 6.9 7 96 C3166 " Lot 79.5 1201.0 36.0 116 5.7 7 97 C3167 " Lot 79.5 1201.0 41.0 112 4.4 7 93 C3168 " Lot 80.5 1200.0 40.0 114 4.6 7 95 C3169 " Lot 81.5 1199.0 39.0 113 5.4 7 94 C3170 " Lot 81.5 1199.0 37.0 113 4.3 7 94 C3171 Lot 82.5 1198.0 38.0 112 4.9 7 93 C3172 Lot 82.5 1198.0 36.0 108 5.6 7 90 C3173 " Lot 83.5 1197.0 37.0 110 2.3 7 92 C3174 Lot 83-5 1197.0 32.0 108 2.9 7 90 C3175 " Lot 84-5 1195.0 30.0 108 2.6 7 91 C3176 " Lot 85.5 1195.0 30.0 108 2.2 7 90 C3177 Lot 85.5 1195.0 24.0 ill 3.4 7 93 C3178 " Lot 86.5 1193.0 23.0 112 3.5 7 94 C3179 " Lot 86-5 1193.0 18.0 112 2.9 7 94 C3180 Lot 87-5 1192.0 12.0. 110 4.9 7 92 C3181 " Lot 88.5 1191.0 3.0 109 3.8 7 91 1 MEADOW WEST / MESA HOMES Project Number: 88.81.148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field IDENTIF Date Test Location Relative Test Depth of Fit[ Dry Moisture Soil Compaction ICATION Elevation (it) Below Test (ft) Density Content M Type.. ... C3182 10-29-90 Lot 88.5 1191.0 6.0 110 5.7 7 92 C3183 " Lot 90.5 1190.0 3.0 C318 Lot 90-5 1190.0 3.0 114 " 113 4.6 7 92 7 94 C3185 " Lot 91-5 1191.0 25.0 112 4.1 7 C3186 " lot 91.5 94 1191.0 18.0 110 3.2 7 92 C3188 Lot 92-5 1191.0 26.0 111 3.2 7 92 Tract 24133, Lot 1 1179.0 26.0 110 4.8 7 92 ' C3189 ++ Lot 1 1179.0 36.0 109 C3190 " 4.0 7 91 lot 2 1179.0 C3191 26.0 108 3.1 7 90 Lot 2 1179.0 31.0 108 4.5 C3192 " Lot 3 7 90 1177.0 24.0 109 3.9 7 91 ' C3193 " Lot 4 1177.0 24.0 ill 6.4 C3194 " Lot 4 7 92 1177.0 29.0 110 6.7 7 91 C3195 " Lot 5 1176.0 28.0 108 5.6 ' 90 C3196 " Lot 5 7 1176.0 13.0 118 5.8 7 98 Lot 7 1175.0 2.0 C3197 " Lot 6 1176.0 13.0 C3198 " 1 108 5.0 7 90 112 5.9 7 94 C3199 '+ Lot 7 1175.0 2.0 110 6.2 - 7 91 C3200 ." Lot 8 1174.0 26.0 C3201 " 110 6.4 7 92 Lot 8 1174.0 11.0 119 5.0 7 99 C3202 " Lot 9 1173.0 25.0 C3203 " 106 8.6 20 90 ' Lot 10 1172.0 19.0 106 8.6 7 90 C3204 " Lot 10 1172.0 19.0 C3205 '+ 110 4.6 7 91 Lot 11 1171.0 23.0 107 9.3 20 91 C3206 " Lot 11 1171.0 23.0 ' C3207 '+ 106 9.7 20 90 Lot 12 1169.0 26.0 108 4.9 7 90 C3208 " Lot 13 1169.0 26.0 106 8.3 C3209 " Lot 13 20 90 1168.0 35.0 107 8.7 20 91 C3210 Lot 14 _ 1168.0 35.0 C3211 " Lot 14 1168.0 25.0 105 4.4 20 90 C3212 " Lot 15 1 .5 7 90 1166.0 31.0 11212 6.5 7 94 C3213 " Lot 16 1165.0 32.0 116 3.4 7 97 C3214 '+ Lot 16 1165.0 7.0 " 117 4.6 T 97 C3215 Lot 17 1164.0 26.0 7. 120 3.8 19 94 C3216 lot 17 1164.0 27.0 C3217 " 118 3.9 19 93 Lot 18 1163.0 8.0 113 5.8 7 94 C3218 " Lot 19 1162.0 8.0 C3219 '+ 115 6.4 19 90 Lot 19 1162.0 24.0 119 5.5 19 93 C3221 " Lot 20 1160.0 3.0 C3221 " 117 5.8 19 92 Tract 24133, Lot 20 1160.0 12.0 117 5.8 19 C3222 ^ Lot 21 92 115 .0 6.0. 121 4.8 19 95 C3223 10-30-90 Tract 24133, Lot 42 1156.0 28 2g0 C3224 " Lot 42 116 6.0 7 97 1156.0 23.0 117 3.3 7 98 MEADOW WEST / MESA HOMES Project Number: 88-81.148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content I%) Type (%) ' C3225 10.30,90 Lot 43 1156.0 33.0 122 7.5 19 95 C3226 Lot 43 1156.0 29.0 121 6.2 19 95 C3227 " Lot 44 1156.0 34.0 118 4.8 19 93 C3228 " Lot 45 1155.0 37.0 114 5.1 19 90 C3229 " lot 45 1155.0 37.0 108 4.3 7 90 C3230 " Lot 46 1154.0 36.0 ill 4.9 7 93 C3231 " Lot 46 1154.0 37.0 113 5.1 7 94 C3232 Lot 47 1154.0 37.0 112 5.8 7 93 C3233 " Lot 48 1155.0 37.0 109 4.9 7 90 C3234 " Lot 48 1155.0 37.0 109 5.6 7 91 C3235 " Lot 49 1156.0 36.0 106 3.2 16 90 ' C3236 ^ Lot 49 1156.0 33.0 ill 2.9 16 94 C3237 Lot 50 1156.0 33.0 109 6.7 7 91 C3238 " Lot 51 1157.0 34.0 115 6.6 7 96 ' C3239 " Lot 51 1157.0 29.0 114 4.6 7 95 C3240 " Lot 52 1158.0 34.0 114 3.2 7 95 C3241 " Lot 52 1158.0 30.0 112 5.1 7 94 1:3242 " Lot 53 1159.0 33.0 Ill 4.8 7 92 ' C3243 " Lot 54 1160.0 36.0 112 3.3 7 93 C3244 " Lot 54 1160.0 33.0 112 6.9 7 93 C3245 " Lot 55 1161.0 35.0 109 3.7 7 91 C3246 " Lot 55 _ 1161.0 35.0 117 5.5 7 98 C3247 ^ Lot 56 1162.0 34.0 109 5.6 7 91 C3248 " Lot 57 1163.0 35.0 ill 4.8 7 93 C3249 Lot 57 ' C3250 �� 1163.0 36.0 120 4.5 19 94 Lot 58 1163.0 35.0 114 5.8 7 95 0251 " Lot 58 1163.0 35.0 110 4.8 7 91 0252 " Lot 59 1165.0 36.0 110 4.6 7 92 0253 " Lot 60 1168.0 38.0 112 5.8 7 94 C3254 " Tract 24133, Lot 60 1168.0 35.0 116 4.5 7 97 0255 " Lot 61 1169.0 37.0 112 9.4 7 93 C3256 Lot 61 1169.0 37.0 110 9.0 7 92 C3257 " Lot 62- 1169.0 36.0 106 9.7 20 90 C3258 Lot 63 1170.0 32.0 109 10.4 7 91 C3259 ^ Lot 63 1170.0 38.0 110 11.1 7 91 C3260 " Lot 64 1170.0 35.0 115 4.1 7 96 C3261 Lot 64 1170.0 35.0 114 4.7 7 95 C3262 ° Lot 65 1170.0 34.0 112 3.8 7 93 'C3263 Lot 66 1170.0 7.0 108 9.4 7 90 C3264 " Lot 66 1170.0 17.0 113 5.8 7 94 C3265 " Lot 67 1170.0 5.0 110 2.2 7 92 C3266 " Lot 67 1170.0 7.0 ill 4.2 7 92 1 C3267 " Lot 68 1170.0 4.0 112 5.9 7 93 IMEADOW WEST / MESA HOMES Project Number: 88.81-148.03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate IDENTIF Date Test Location Approximate Approximate Field Test Depth of Fill Dry Relative (CATION Y Moisture Sol( L _____ __ Elevation (ft) Below Test (ft) Density «^Faction "" Y Content (X) T ype C3268 10-30-90 Lot 69 '""""'"`"" 1169.0 21.0 -- C3269 �� -••'•' Lot 69 1169.0 118 6.3 7 98 1169.0 C3270 " Lot 70 26. 115 6.0 96 C3271 " Lot 70 10 112 1169.0 3.5 7 94 ' C3272 " Lot 71 1168.0 3 .0 118 3.0 7 98 C3273 Lot 72 1.0 ill 7.4 7 92 C3274 " Lot 72 1168.0 34.0 110 5.6 b 7 9 C3275 " Lot 73 1169.0 36.0 116 6.0 _ 7 977 C3276 Lot 73 34.0 112 6.2 7 93 C3277 " Lot 74 1169.0717 36.0 116 5.6 7 97 7,0 C3278 " Lot 75 117 .0 35.0 110 3.8 7 92 C3279 Lot 75 34.0 116 6.1 7 97 C3280 " Lot 76 1172.0 34.0 ill 4.6 1173.0 7 92 C3281 " Lot 76 7173.0 32.0 112 7.9 7 93 C3282 Lot 77 32.0 109 9.0 7 91 ' C3283 " Lot 78 1173.0 34.0 118 1174.0 5. 7 98 C3284 " Lot 78 32.0 107 .6 20 90 C3285 " Lot 79 1174.0 36.0 108 1175.0 .3 20 91 32 C3286 " Lot 79 .0 6 113 . 7175.0 3 7 94 2.0 C3287 " Lot 80 115 5.5 7 96 C3288 n Tract 24133-5, Lot 39.5 1176.0 32.01186 0 114 4.8 7 95 C3289 " Lot 40.5 0.0 110 6.2 7 92 ' C3290 " Lot 92.5 1186.0 0.0 112 6.1 7 93 1191.0 C3291 " Lot 93-5 21.0 113 . C3292 " Lot 93-5 1192.0 32.0 114 7 5'3 94 1192.0 7 95 C3293 " Lot 94-5 32.0 714 5.0 C3294 a 1193.0 38.0 7 95 Lot 95-5 7194.0 113 5.9 7 94 C3295 " Lot 95-5 44.0 109 4.8 7 91 C3296 " Lot 96-5 1194.0 44.0 ill 1195.0 4.3 7 92 C3297 " Lot 96-5 50.0 113 4.8 7 94 C3298 " Lot 97-5 1195.0 47.0 112 1196.0 .1 7 93 C3299 " Lot 97.5 51.0 3 710 .9 C3300 n 1196.0 51. 7 91 0 Lot 98-5 111 4.3 7 92 C3301 " Lot 99.5 1197.0 47.0 112 4.5 7 93 C3302 " Lot 99-5 1198.0 43.0 110 1198.0 3. 7 91 C3303 " Lot 100-5 48.0 3,1 109 1199.0 7 91 C3304 " Lot 100.5 39.0 111 3.9 7 92 U3305 " Lot 101-5 1199.0 44.0 113 1199.0 5.3 7 94 C3306 " lot 101-5 25.0 112 5.4 3307 �� . 7 94 Lot 102-5 1199.0 400 110 4.7 7 91 3308 " Lot 103-5 1200.0 35.0 109 1202.0 4. 7 91 C3309 " Lot 103.5 52.0 109 4.6� 7 91 1202.0 523310 " Lot 104-5 .0 113 4.1 7 94 1203.0 53.0 109 5.3 7 91 IMEADOW WEST / MESA HOMES Project Number: 88.81.148.03 ' TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate IDENTIF Date Test Location Approximate Approximate Field Test Depth of Fill Dr Relative T [CATION Y Moisture Soil Compaction -104-5 .................. Elevation (ft) Below Test (ft) Density Content (%) Type M C3311 10-30-90 Lot 04-5 ..... -•-• ---•_ . - -•---- 1203.0 C3312 Lot 105.5 53.0 108 4.0 7 90 ' C3313 a Lot 106.5 1203.0 48.0 1203.0 118 3.5 7 98 C3314 " Lot 106-5 1203.0 38.0 119 2.9 7 99 C3315 " Lot 107-5 28.0 116 4.1 7 97 ' C3316 Lot 107.5 1203.0 18.0 1203.0 117 3.9 7 97 C3317 " Lot 108-5 18.0 118 3.4 7 98 C3318 1203.0 33.0 Lot 108-5 1203.0 .117 5.2 7 97 C3319 Lot 109-5 33.0 118 6.4 7 98 C3320 " lot 110.5 1203.0 1203.0 43.0 110 6.5 7 91 C3321 Lot 110-5 1203.0 48.0 108 5.6 7 90 C3322 ^ Lot 111-5' 1203.0 45.0 110 4.5 7 91 C3323 " Lot 111.5 45.0 108 3.7 7 90 C3324 � 1203.0 48.0 . Lot 112.5 1202.0 110 4.8 7 92 C3325 " Lot 112-5 47.0 109 4.8 7 90 C3326 1202.0 44.0 Lot 113.5 1202.0 110 3. 7 92 C3327 " Lot 714.5 42.0 110 3.2 7 91 C3328 n 1201.0 41.0 _ Tract 24133.1, Lot 25.1 1164 0 108 3-9 7 90 C3329 " Lot 27.1 0.0 113 _ 5.7 7 94 C3330 1162.0 Lot 26.1 1164.0 2.0 112 6.1 7 94 C3337 " lot 29-1 1160.0 0.6 ill 7.2 7 92 ' C3332 Lot 30-1 1162.0 2.0 109 7.0 7 91 C3333 " Lot 25-1 1166.0 2.0 109 8.2 7 91 C3334 " lot 28-1 2.0 ill 9.3 7 92 C3335 10-31-90 Tract 24133-5, Lot 39.5 1163.0 1.0 11 . 7 92 1188.0 C3336 " Lot 40.5 1188.0 2.0 1122 9.2 7 93 C3337 Lot 116-5 2.0 110 8.4 7 92 C3338 1200.0 30.0 Lot 116.5 1200.0 709 6'2 7 90 C3339 " Lot 117.5 30.0 109 4.2 7 91 C3340 " Lot 118.5 1201.0 26.0 108 1200.0 .1 7 90 C3341 " Lot 118-5 15.0 4 710 .3 7 92 C3342 Lot 119•5 1200.01zoo.o 7.0 108 4.1 r 90 C3343 " Lot 119.5' 1200.0 5.0 ill 4.8 7 92 C3344 " Lot 120-5 1200.0 5.0 108 4.4 7 90 C3345 " Lot 120.5 5.0 109 3.2 7 91 C3346 - 1199.0 10.0 Lot 121.5 108 4.7 7 90 3347 " Lot 122-5 1199.0 9.0 109 5.2 7 91 1199.0 3348 " lot 122-5 19.0 113 4.8 7 94 C3349 " Lot 39.5 1199.0 14.0 112 1189.0 .1 7 93 3350 " Lot 39-5 1189.0 3.0 6 112 .1 7 94 3351 " Lot 40.5 3.0 112 5.2 7 93 C3352 " Lot 40.5 1190.0 3.0 113 8.7 1190.0 9.3 7 94 3353 3� " Tract 14133, Lot 22 .0 11 7 93 1160.0 12.0 1100 6.6 7 91 MEADOW WEST / MESA HOMES Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (ft) Below Test (ft) Density Content (%) Type I%) -------------------------------------------------------------------------------------------------------------------------------- C3354 10-31-90 Lot 22 1160.0 7.0 119 6.8 19 93 C3355 " lot 23 1160.0 3.0 108 3.7 7 90 C3356 " Lot 23 1160.0 3.0 Ill 4.0 7 93 1:3357 " Lot 24 1162.0 3.0 118 6.7 7 98 C3358 Lot 25 1163.0 3.0 121 4.7 19 95 C3359 " Lot 25 1163.0 3.0 118 4.3 19 93 C3360 " Lot 26 1163.0 6.0 117 5.8 19 92 C3361 Lot 26 116.',.0 3.0 124 4.6 19 97 C3362 " Lot 27 1164.0 11.0 118 3.6 19 93 C3363 " Lot 28 1165.0 17.0 119 6.0 19 93 C3364 " Lot 28 1165.0 7.0 118 4.8 19 93 C3365 " Lot 29 1166.0 18.0 118 4.4 19 93 C3366 " Lot 29 1166.0 3.0 ill 3.8 19 92 C3367 " Lot 30 1167.0 4.0 115 4.5 19 90 C3368 „ Lot 31 1168.0 5.0 113 3.8 7 94 C3369 Lot 31 1168.0 5.0 112 6.6 7 94 C3370 Lot 32 1168.0 5.0 121 5.2 19 95 C3371 Lot 32 1168.0 3.0 120 4.6 19 94 C3372 „ Lot 33 1168.0 5.0 121 4.7 19 95 C3373 Lot 34 1168.0 5.0 118 5.1 19 93 C3374 " Lot 34 1168.0 10.0 116 4.0 19 91 rC3375 " Lot 35 1168.0 3.0 118 5.8 19 93 C3376 Lot 35 1168.0 10.0 118 8.6 19 93 C3377 " Lot 36 1167.0 8.0 115 6.0 19 90 1 C3378 " Lot 37 1166.0 8.0 115 4.0 19 91 C3379 Lot 37 1166.0 8.0 115 4.6 19 90 C3380 Lot 38 1164.0 16.0 121 5.4 19 95 C3381 " Lot 38 1164.0 6.0 121 5.3 19 95 ' C3382 Lot 39 - 1163.0 18.0 115 5.4 19 90 C3383 " Lot 40 1162.0 24.0 114 6.0 19 90 C3384 " Lot 40 1162.0 20.0 ill 6.2 7 92 C3385 Lot 41 1162.0 24.0 123 5.3 19 96 C3386 Lot 41 1162.0 19.0 123 5.1 19 97 C3387 Tract 24133.2, Lot 29-2 1209.0 11.0 112 4.3 7 94 C3388 " Lot 29-2 1209.0 3.0 110 3.8 7 91 C3389 " Lot 30-2 1208.0 16.0 114 3.5 7 95 C3390 " Lot 30.2 1208.0 6.0 114 3.3 7 95 C3391 " Lot 31.2 1207.0 17.0 110 8.7 7 92 'C3392 " Lot 32-2 1207.0 26.0 120 1.6 18 96 C3393 " Lot 32-2 1207.0 21.0 112 6.8 18 90 C3394 " Lot 33-2 1206.0 38.0 120 3.4 18 96 'C3395 " lot 33-2 1206.0 28.0 117 3.7 18 94 C3396 " Lot 34.2 - 1205.0 38.0 110 4.4 7 92 1 MEADOW WEST / MESA HOMES - Project Nunber: 88.81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative I IDENTIF Date Test Location Test Depth of Fill Dr Moisture Soil C P Y onpaction (CATION Elevation (it) Below Test (ft) Density Content (%) Type M ........................................ C3397 10.31.90 Lot 35-2 1205.0 44.0 117 3.6 7 98 C3398 Lot 35-2 - 1205.0 38.0 111 3.5 7 92 C3399 ^ Lot 36.2 1204.0 46.0 115 2.1 7 96 C3400 Lot 36.2 1204.0 41.0 112 3.5 7 93 ' C3401 Lot 37.2 1203.0 46.0 110 3.6 7 91 C3402 �� Lot 38-2 1202.0 49.0 107 4.9 7 90 C3403 �� Lot 38-2 1202.0 47.0 118 2.9 7 98 C3404 �� Lot 39.2 1202.0 44.0 ill 4.5 7 92 C3405 Lot 39-2 1202.0 49.D 114 4.9 7 95 C3406 lot 40-2 1201.0 48.0 117 5.5 7 98 C3407 �� Lot 51-2 1209.0 3.0 114 4.4 7' 95 C3408 Lot 51-2 1209.0 4.0 110 5.8 7 92 C3409 Lot 50-2 1210.0 7.0 109 5.0 7 C3410 92 Lot 50-2 1210.0 6.0 112 6.7 7 93 C3411 11.01-90 Lot 49-2 1207.0 19.0 114 4.0 7 95 C3412 Lot 48-2 1207.0 19.0 109 7.5 7 91 C3413 �� Lot 48-2 1207.0 9.0 114 2.6 7 95 C3414 J1 Lot 47-2 1206.0 23.0 114 7.6 7 ' C3415 1, 95 Lot 47-2 1206.0 4.0 110 6.1 7 92 C3416 Lot 46-2 1205.0 32.0 108 3.2 7 90 C3417 Lot 45.2 1204.0 26.0 ill 7.5 7 93 C3418 " Lot 45-2 1204.0 16.0 114 3.7 7 95 C3419 Lot 44-2 1203.0 40.0 112 3.2 7 93 C3420 ^ Tract 24133-2, Lot 44-2 1203.0 25.0 108 4.7 7 90 _ C3421 Lot 43-2 1202.0 44.0 108 - 3.5 7 90 c3422 �� Lot 42-2 1201.0 40.0 111 6.9 7 93 C3423 Lot 42-2 1201.0 48.0 116 7.4 7 97 C3424 �� Lot 41-2 1201.0 47.0 108 4.5 7 90 C3425 " Lot 41.2 1201.0 43.0 112 4.1 7 90 C342 �� Lot 87-2 1205.0 7.0 114 4.3 7 95 C3427 ° Lot 88.2 1205.0 7.0 110 5.9 7 92 C3428 J1 Lot 88-2 1205.0 12.0 115 5.8 7 96 C3429 11 Lot 89.2 1204.0 4.0 115 5.4 7 96 C3430 Lot 89-2 1204.0 14.0 113 5.3 7 95 C3431 Lot 90-2 1204.0 16.0 113 5.4 7 94 C3432 �� Lot 91-2 1204.0 16.0 115 7.6 7 96 C3433 Lot 91.2 1204.0 26.0 118 4.4 7 98 C3434 �� Lot 92-2 1205.0 30.0 111 5.1 7 93 C3435 Lot 92-2 1205.0 30.0 113 4.7 7 94 C3436 �� Lot 93.2 1205.0 36.0 125 4.5 19 97 C3437 Lot 94.2 1205.0 45.0 116 3.8 7 97 C34311 lot 94.2 1205.0 37.0 ill 6.6 7 93 C3439 Lot 95.2 1205.0 47.0 119 3.7 7 99 MEADOW WEST / MESA HOMES Project Number: 88-81-148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Conpaction ICATION Elevation (ft) Below Test (ft) Density Content M Type (%) ................................................................................................................................ C3440 11-01-90 Lot 95-2 1205.0 42.0 109 3.2 7 91 C3441 " Lot 74.2 1205.0 3.0 125 6.2 19 98 C3442 " Lot 73.2 1205.0 7.0 110 3.1 7 91 C3443 " Lot 73.2 1205.0 5.0 ill 4.2 7 93 C3444 " Lot 96-2 1203.0 16.0 118 5.3 19 92 C3445 " Lot 96.2 1203.0 20.0 115 3.6 19 90 C3446 " Lot 97.2 1203.0 10.0 120 4.9 19 94 C3447 " Lot 98.2 1202.0 3.0 121 4.1 19 93 C3448 " Lot 98-2 1202.0 3.0 115 4.6 19 90 C3449 11-02-90 Recreation Area, Adj. Lot 20-3 1200.0 0.0 110 4.8 7 92 ' C3450 " Recreation Area, Adj. Lot 20-3 1202.0 2.0 110 7.3 7 92 C3451 " Recreation Area, Adj. Lot 20-3 1203.0 3.0 ill a.7 7 93 C3452 11-08.90 Lot 95-1 1175.0 0.0 ill 8.7 7 92 ' C3453 " Lot 97.1 1175.0 0.0 121 9.9 19 95 C3454 " Lot 99.1 1176.0 0.0 123 8.1 19 96 C3455 " Lot 103-1 1178.0 0.0 83 36.7 7 69 C3456 " Lot 104-1 1179.0 0.0 86 35.4 7 72 C3457 " Lot 105-1. - 1180.0 0.0 82 36.9 7 69 C3458 " Lot 107.1 1181.0 0.0 96 23.6 7 80 C3459 ". Lot 110.1 1164-0 0.0 105 16.2 7 87 1 C3460 " Lot 113.1 1178.0 0.0 97 24.6 7 81 C3461 Lot 111.1 1180.0 0.0 119 10.4 7 99 C3462 " Lot 115.1 1176.0 0.0 105 15.5 7 88 C3463 11-13-90 Tract 24133.5, Lot 3.5 1204.0 25.0 112 4.3 7 93 C3464 Lot 6-5 1196.0 6.0 110 4.4 7 91 C3465 " Lot 9.5 1187.0 20.0 109 1.9 7 91 C3466 " Lot 17-5 1187.0 22.0 109 3.1 7 91 C3467 " Lot 18.5 1200.0 20.0 ill 3.9 7 92 C3468 " Lot 22-5 1198.0 28.0 109 5.8 7 91 C3469 " Lot 26.5 1195.0 52.0 112 5.4 7 93 C3470 " Lot 30-5 1193.0 41.0 115 6.4 7 96 C3471 11.1 -90 Tract 24133-1, Lot 109.1 1185.0 2.0 118 8.1 19 93 C3472 Lot 106-1 1183.0 3.0 116 8.2 19 91 C3473 ° Lot 102.1 1180.0 2.0 117 8.1 19 92 ' C3474 " Lot 98.1 1178.0 2.0 117 11.4 19 92 C3475 " Lot 96.1 1177.0 2.0 112 12.6 7 93 C3476 Lot 114.1 1179.0 2.0 ill 11.1 7 92 C3477 " Lot 112-1 1181.0 2.0 112 10.6 7 93 C3478 " Lot 111.1 1183.0 3.0 110 9.9 7 92 C3479 " Lot 115.1 1179.0 3.0 112 8.0 7 93 C3480 " Lot 95.1 1178.0 4.0 112 7.2 7 93 C3481 " Lot 99.1 1179.0 3.0 113 9.1 7 94 C3482 " Lot 100.1 1178.0 2.0 111 10.3 7 93 MEADOW WEST / MESA HOMES Project Number: 86-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Filt Dry Moisture Soil Compaction 1CAT10N Elevation (ft) Below Test (it) Density Content (%) Type (%) ................................................................................................................................ C3483 11-14-911 lot 101.1 1181.0 4.0 110 9.9 7 91 C3484 Lot 104.1 1182.0 3.0 110 7.9 7 92 C3485 " Lot 108-1 1166.0 3.0 108 8.0 7 90 C3486 " Lot 110-1 1187.0 3.0 109 9.4 7 91 C3487 Lot 21.1 1168.0 0.0 105 11.2 3 91 C34a8 " Lot 22.1 1168.0 0.0 104 12.9 3 91 C3489 " Lot 23.1 1169.0 0.0 105 10.1 3 91 C3490 Lot 24.1 1170.0 0.0 106 12.7 3 93 C3491 11.16-90 Tract 24133-1, Lot 25-1 1165.0 1.0 113 8.8 7 94 C3492 " Lot 26.1 1165.0 3.0 108 11.2 7 90 C3493 Lot 27.1 1163.0 3.0 ill 11.T 7 92 ' C3494 " Lot 89-1 1174.0 0.0 109 8.9 7 91 C3495 " Lot 90-1 1175.0 0.0 108 10.7 7 90 C3496 11-19.90 Tract 24133.1, Lot 89-1 1176.0 2.0 ill 5.2 7 92 C3497 " Lot 90.1 1176.0 2.0 111 6.4 7 92 C3498 " Lot 124.1 1174.0 0.0 108 9.4 7 90 C3499 Lot 24.1 1172.0 2.6 108 6.8 7 90 13500 " Lot 23-1 1171.0 2.0 108 6.1 7 90 C3501 Lot 22-1 1170.0 2.0 ill 8.2 7 93 C3502 Lot 21-1 1170.0 2.0 109 9.8 7 91 C3503 " Lot 31.1 1164.0 0.0 110 6.6 7 91 C3504 11-26-90 Tract 24133.1, Lot 25-1 1170.0 2.0 110 14.1 7 92 C3505 Lot 26-1 1167.0 - 2:0 109 7.7 7 91 C3506 " Lot 27-1 1164.0 2.0 112 10.1 7 93 1 C3507 " Lot 31-1 1165.0 2.0 110 11.5 7 91 C3508 Lot 30.1 1161.0 1.0 112 7.8 7 94 C3509 " Lot 29-1 1160.0 1.0 113 8.2 7 94 C3510 " Lot 28.1 1160.0 1.0 ill 9.5 7 93 C3511 Lot 29.1 1162.0 3.0 ill 9.8 7 93 C3512 " Lot 30.1 1163.0 3.0 112 6.9 7 93 C3513 " Lot 30.1 1164.0 4.0 ill 10.4 7 92 C3514 Lot 28.1 1162.0 3.0 109 8.2 7 91 C3515 " Lot 40.1 1159.0 0.0 Ill 10.1 7 92 C3516 " Lot 40.1 1161.0 2.0 109 8.7 7 91 C3517 " Lot 39.1 1160.0 0.0 112 10.7 7 93 C3518 Lot 39-1 1161.0 2.0 108 9.2 7 90 C3519 Lot 36.1 1161.0 0.0 108 9.8 7 90 C3520 " Lot 36.1 1163.0 2.0 110 9.9 7 91 �C3521 " Lot 36.1 1165.0 4.0 ill 10.3 7 92 C3522 " Lot 35.1 1164.0 0.0 109 9.3 7 91 C3523 " Lot 35-1 1166.0 2.0 108 8.1 7 90 C3524 " Lot 41.1 1155.0 0.0 110 8.9 T 91 C3525 " Lot 42-1 1156.0 0.0 108 9.2 7 90 MEADOW NEST / MESA HOMES ' Project Nunber: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS 1 POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction (CATION Elevation (it) Below Test (it) Density Content I%) Type M -------------------------------------------------------------------------------------------------------------------------------- C3526 11-26.90 Lot 43.1 1156.0 0.0 114 9.9 7 95 C3527 " Lot 44.1 1157.0 0.0 111 8.4 7 93 C3528 " Lot 45-1 115810 0.0 108 7.9 7 90 C3529 " Lot 46.1 1159.0 0.0 ill 10.4 7 92 C3530 Lot 47-1 1159.0 0.0 110 10.1 7 92 C3531 " Lot 48.1 1160.0 0.0 110 8.6 7 92 C3532 " Lot 110-1 - 1189.0 5.0 ill 8.0 7 93 ' C3533 11.27.90 Tract 24133-1, Lot 109-1 1188.0 5.0 108 8.0 7 90 C3534 " Lot 108.1 1187.0 5.0 108 8.4 7 90 C3535 " Lot 107.1 1187.0 5.0 108 13.5 7 90 1 C3536 " Lot 106.1 1186.0 5.0 112 8.7 7 93 C3537 Lot 105.1 1185.0 5.0 108 10.0 7 90 C3538 " Lot 104-1 1184.0 5.0 109 8.5 7 91 C3539 " Lot 103-1 1184.0 5.0 110 10.6 7 92 C3540 .Lot 102.1 1183.0 5.0 110 11,0 7 92 C3541 " Lot 101-1 1182.0 5.0 111 11.8 7 93 C3542 " Lot 100.1 1182.0 5.0 114 10.9 7 95 ' C3543 " Lot 99.1 1181.0 5.0 112 10,2 7 91 C3544 " Lot 98.1 1181.0 5.0 112 11.0 7 93 C3545 Lot 97.1 1181.0 5.0 114 8.3 7 95 C3546 Lot 96-1 1180.0 5.0 113 9.5 7 95 C3547 " Lot 55.1 1164.0 D.0 109 7.9 7 91 C3548 " Lot 56-1 1164.0 D.0 108 8.0 7 90 C3549 11.28.90 Lot 41.1 1157.0 2.0 109 7.8 7 91 C3550 " Lot 42-1 1157.0 2.0 108 9.5 7 90 C3551 " Lot 43.1 1158.0 2.0 112 10.9 7 94 C3552 Lot 44-1 1159.0 2.0 110 10.7 7 92 C3553 " Lot 45.1 1159.0 2.0 112 9.7 7 94 C3554 " Lot 46-1 1160.0 2.0 109 8.3 7 91 C3555 " Lot 47.1 1161.0 2.0 109 8.3 7 91 C3556 " Lot 48-1 1161.0 2.0 108 8.5 7 -90 C3557 " Lot 95.1 1180.0 5.0 108 10.9 7 90 C3558 " Lot 89.1 1177.0 3.0 108 14.2 7 90 C3559 " Lot 115.1 1181.0 5.0 110 14.1 7 91 IC3560 Lot 90-1 1178.0 3.0 108 15.2 7 90 C3561 " Lot 124.1 1177.0 3.0 110 15.0 7 91 C3562 " Tract 24133-1, Lot 114.1 1182.0 5.0 109 12.8 7 91 C3563 " Lot 113-1 1183.0 5.0 - 109 13.7 7 91 C3564 " Lot 112 1185.0 5.0 109 10.9 7 91 C3565 " Lot 111 1186.0 5.0 112 11.2 7 93 C3566 " Lot 24-1 1173.0 3.0 111 10.3 7 92 C3567 " Lot 23.1 1172.0 3.0 113 14.1 7 94 C3568 " Lot 22.1 1171.0 3.0 112 14.5 7 93 i MEADOW WEST / MESA HOMES Project Number: 88.81-148.03 TABLE 1 . SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ■ ICATION Elevation (ft) Below Test (it) Density Content I%) Type M ................................................................................................................................ - C3569 11-28-90 Lot 21-1 1171.0 3.0 112 14.5 7 93 C3570 Lot 25.1 1169.0 3.0 109 15.5 7 91 C3571 " Lot 26.1 1168.0 3.0 ill 14.0 7 93 C3572 " Lot 27.1 1166.0 3.0 ill 14.0 7 93 l C3573 Lot 55.1 1165.0 2.0 113 10.2 7 94 . C3574 " Lot 56-1 1.166.0 2.0 ill 9.8 7 93 C3575 11.29.90 Lot 28 1163.0 3.0 ill 7.9 7 92 C3575 " Lot 29.1 1164.0 3.0 ill 8.4 7 93 . C357-7 " Lot 30.1 1166.0 5.0 109 8.1 7 91 C3578 " Lot 31-1 1167.0 3.0 109 8.6 7 91 C3579 " Lot 35.1 1167.0 3.0 112 9.9 7 94 C3580 " Lot 36-1 1166.0 5.0 ill 10.2 7 93 C3581 " Lot 39-1 1163.0 3.0 108 7.7 7 90 C3582 " Lot 40.1 1163.0 3.0 111 8.4 7 93 C3583 ° Lot 41-1 1158.0 3.0 108 6.9 7 90 . C3584 " Lot 42-1 1159.0 3.0 109 7.6 7 91 C3585 " Lot 43-1 1160.0 3.0 113 10.4 7 94 C3586 " Lot 44-1 1160.0 3.0 108 9.8 7 90 C3587 Lot 45-1 1161.0 3.0 108 10.1 7 90. L C3588 Lot 46.1 1162.0 3.0 112 8.7 7 93 C3589 " Lot 47-1 1163.0 3.0 110 9.4 7 92 C3590 Lot 48.1 1163.0 3.0 113 - 9.5 7 94 C3591 " Tract 24133.1, Lot 55-1 1167.0 3.0. 110 8.9 7 92 C3592 " Lot 56.1 1167.0 3.0 109 10.7 7 91 C3593 " Lot 88.1 1176.0 21.0 110 12.9 7 92 . C3594 " Lot 87.1 1176.0 31.0 108 14.1 7 90 C3595 " Lot 86.1 1175.0 40.0 109 13.8 7 91 C3596 " Lot 85.1 1174.0 39.0 110 9.7 7 91 C3597 " Lot 125.1 1177.0 12.0 109 10.0 7 90 C3598 - " Lot 126.1 1176.0 22.0 109 15.3 7 91 C3599 " Lot 127.1 - 1176.0 26.0 108 7.1 7 90 C3600 " - Lot 128.1 1175.0 31.0 109 6.6 7 91 . C3601 Lot 129.1 1175.0 34.0 108 5.9 7 90 C3602 " Lot 130.1 1174.0 32.0 108 5.8 7 90 - C3603 " Lot 131.1 1174.0 29.0 110 7.6 7 92 C3604 " Lot 84.1 1171.0 36.0 108 7.9 7 90 C3605 " Lot 83.1 1170.0 26.0 111 8.8 7 93 C3606 " Lot 82.1 1169.0 35.0 110 8.1 7 92 C3607 Lot 81.1 1168.0 29.0 114 6.9 7 - 95 C3608 " Lot 80.1 1167.0 33.0 110 7.1 7 92 C3609 " Lot 79-1 1166.0 27.0 108 5.9 7 90 C3610 " Lot 78.1 1165.0 36.0 108 6.0 7 90 .C3611 " Lot 77.1 11,64.0 30.0 109 6.8 7 91 r TABLE II MOISTURE-DENSITY RELATIONSHIP TEST SUMMARY' � OPTIMUM MAXIMUM SOIL MOISTURE DRY CONTENT DENSITY TYPE SOIL DESCRIPTIO N PERCENT F 1 SAND (SP), fine to medium grained, trace silt, gray 6.7 I 1 I 36 2 SILTY SAND (SM), fine to medium, trace gravel, brown 8.3 132 3 SAND (SP), fine to medium grained, brown 9.9 114 4 SILTY SAND (SM.), fine to medium grained, brown 15.1 118 1 5 SANDY SILT (ML), trace clay, orange-brown 11.0 129 6 SAND (SP), fine to coarse grained, brown 10.8 120 ( r SILTY SAND_(SM),.fine grained, trace clay__ 12.5 120 _ 8 SILTY SAND (SM), fine to medium grained, brown 8.5 134 9 CLAYEY SAND (SC), fine grained to medium, dark brown 8.0 130 10 SAND (SP), fine grained, trace of clay, brown 8.6 130 11 SILTY SAND (SM), fine to medium grained, dark brown 8.8 133 12 CLAYEY SAND (SM), fine to medium grained, yellow brown 10.4 130 13 SILTY SAND (SM), fine to medium grained, brown 9.2 132 14 SILTY SAND (SM), fine to coarse grained, light brown 9.3 115 is CLAYEY SAND (SCI, fine to coarse grained, trace gravel, brown 7.8 133 16 SANDY CLAY (CL), trace of gravel, brown 14.7 119 17 SAND CLAY (CL), brown 14.5 119 ASTM 01557.78 Test Method 88-81-148-03 Convene Consultant,Inland Empire MEADOW VEST / MESA HOMES Project Nubero 88.81-148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field IDENTIF Dale Test Location Test Relative ICATION Depth of Fill Dry Moisture Soil Compaction Elevation (ft) Below Test (ft) Density Content M Type (;) . . . C 612 11-29.90 Lot 76.7 1163.0 . .... .... 110 6.4 C3613 " Lot 75-1 29.0 7 91 1162.0 32.0 C361 " Lot 74.1 1161.0 117 6.9 6.9 7 97 C3615 " Lot 73.1 26.0 117 7 97 C3616 1160.0 25.0 Lot 72.1 1159.0 24.0 111 .117 6.7 7 98 C3617 " Lot 71.1 1158.0 28.0 80 7 92 C3618 " Lot 70.1 1156.0 2 .0 111 Ill 6.5 7 91 C3619 " Lot 69.1 1155.0 255.0 107 7.4 7 92 .4 7 90 C3620 " Tract 24133.1, Lot 68.1 1153.0 C3621 " Lot 67.1 2 .0 115 5.4 7 96 �� 1158.0 28.0 C3622 ' lot 66.1 1159.0 113 5.9 7 94 C3623 " Lot 65.1 19.0 113 6.5 7 94 C3624 " Lot 64.1 1159.0 25.0 109 9.0 7 91 C3625 " Lot 63.1 1160.0 20.0 108 9.6 7 90 C3626 " Lot 62.1 1161.0 21.0 109 6.5 7 91 1162.0 17.0 112 5.7 7 93 C3628 " Lot 60.1 1164.0 C3628 �� 18.0 109 10.0 7 91 Lot 59.1 1164.0 9.0 109 9.5 C3629 " � Lot 59.1 7 91 C3630 " Lot 58.1 1165.0 5.0 109 8.3 7 91 C3631 lot 57-1 1166.0 16.0 109 8.8 J " 11670 7 91 C3632 " - 17.0 Lot 1.1 . 1150.0 31.0 113 7.9 7 94 -C3633 " Lot 2-1 110 5.8 7 92 C3634 " lot 3-1 1152.0 32.0 1153.0 i09 4.9 � 7 91 C3635 Lot 4.1 33.0 110 5.3 7 91 C3636 " Lot 5-1 1155.0 32.0 111 7.4 7 92 c3637 " Lot 6-1 1156.0 31.01 1157.0 109 4.9 7 90 C3638 Lot 7.1 27.0 113 6.0 7 94 C3639 " Lot 8-1 1158.0 23.0 111 7.1 7 92 C3640 •' Lot 9.1 1159.0 24.0 111 5.9 7 93 ' C3641 " Lot 10-1 1160.0 20.01160.0 � 109 5.2 7 91 20 C3642 " Lot 11-1 .0 108 5.5 7 90 C3643 " Lot 12.1 1161.0 16.0 112 7.9 7 93 C3644 " - Lot 13.1 1161.0 19.0 1161.0 108 7.5 7 90 C3645 " Lot 14.1 11.0 108 7.8 7 90 C3646 " Lot 15-1 1161.0 3.0 110 8.4 7 92 1162.0 3.0 - 108 4.7 7 90 C3647 12.18-90 Lot 34-1 .0 1164 C3648 " Lot 34-1 116 . 0.0 110 11.4 7 92 Lot 34-1 C3649 " 1.5 109 9.9 7 91 0 C3650 �� Lot 50 1167. 3.0 109 9.4 7 90 1153.0 29.0 116 8.5 3651 115.0 31.f0 lot 50 7 97 3652 " Lot 50 113 7.3 7 94 1157.0 34.0 115 7.6 7 96 r SEE SHEET 3 TEST LOCATION AND GEOLOGIC MAPS .'` -. +` ` { 1 I �,' ? �+ e •` Scale PrQlect No, , , ti -, `� 4 FINAL COMPACTION REPORT AND ROUGH GRADING PLAN AS SHOWN 88--81-148-03 Date M ATC ', '--,, { TRACTS 24133, 24133--1, 24133--2, 24133-3, 24133-4, 24133-5 2/6/91 * i rI I` Cj• f 1 ` "" O , ` ..� �-"• Pr"red Hy JRR Drawing No. w /r / -__� ; TEMECULA, CALIFORNIA „ ,.._..._, ._ MOit/r//-Z S�F�'EET Checked By MBS �• Converse Consultants Inland Empire 6 P `' �� / Approved 8y SC H �/ �i V v •1 ` +� • %I/ ., w `1 '"h w-,. f46 r +'.r ^ ✓,t'� +,f R.. 1830 .,\ r '•l `•` '` { . •,i rJj f/ �f _ �11•- ,r +7+r 1230 G • 2464owl cr 40 to ' • ` \ `. J .3149 r 1 • i Pot Q t1 1210 208 r 3034• �� \ 4 1 fala. �SCAL E " 4C ' /5 G c p 2063 Ie3 ' ;' ' `/��� •` A�`' 1797 ''� ��' ' ;' 02067 303Q 1200 y + 4, 3037" •2066 o NOTE: FOR EXPLANATION OF GEOLOGIC UNITS SECTION B it -� O i 2 •I77 �. 4 0.- � SYMBOLS, AND GRADING NOTES, 3 25:7 �. o`, - • 3036, �.' / '` SEE DRAWING 1 SCALES: HORIZ. 1 = 20 •123R �. \ ;, VERT. I = 10 Poe 56 + "J 151' I -J 2 IO 7 X ' Ilk •2 12 �• M '� 18 cJ 19 66 0 /Z44.6 9,3463 �, ova 315 7 \ > . ,�. _ ,` •' O /Z ;'C-4 � 2 908 � - ... -. ... . i I r Its 57, Joe", r r-ao -_ • 5 to 2 9 � 0 1795 I Q -�'�►� 31 �1Z5 �' � v+ � 'o � -�� Ex is 7 61Z?0& vD F> / �2 �c 0 ` 10, 185 6* 217 7 rrr...rrr ,- , J ,► ' r60 f 3 0404 6r5 34 • ' ?��39 ;J�!� 3 f � � 177 i J1 I 1220 334 4 0' f 1836 F ,f '334'7 14• 1 q. 3 3 4 0 1 w ;3 5 -•d. 18'3 3•,, ,r 339 v� Vz I0 S !�` I I i 19p9• ! t0@ • r r _ �1w GUiI//rZ 4irGf� I 1210 ry, 7 ; 11 9 w.� 11 �Y 1 8,1' f , r • to /,;?00 y 118 201 a I g6,1• �� �.�y 1 *140 . ; �o1972 _. , e� • 05 ,i 33 3042 PAD zzz V 3464 �• . �'�"' s •705 36 I i , �AL7ELE1/ 1200 od ;18,3 4 ; 0 6 •I 6 I V yW 3�r1� � 3Q , 1 ,� r ��,.. ; 6 3044( , ✓ ,-i `�I3/76 9141 A- /1l/N •- . .., 1 7Z � /d 1 �' �` �• t 3• , r4� of �i �Y=/5 �� �, 0• !I. (/` 8 y t I: 61 I !I f f T4E" 4� .SL401`� f�ovivh.vG W - ; �� ,.�.•�1� _;- 94.`' I25�",- � s 30 44 � ` " . � r l - • YA" 197 3 • 63 ` 3 b 4 5 CDCID i 7 5 19 0 1= � • '� 000'0 r .. / •,r' ' � � 1 � � ,- , t OV • `.__.. �, .•i f .rf✓, r Rom. i'•rr ' ` c� , \ o ; ; (�,�. �/ : ; 2 -► SECTION C 2 ' ;3o60 5� '; ! I �•- 0 r 306 + / / '• . � -. \$ 'tn' �, �; //89 , 5 SCALES: HORIZ. I 20 '~; N \ •'22" 3 205 • �� \ ! v la \ u, 44 /9i 2 17 _ VERT. I - 10 0 0� 3 *, 9 v� g 201 22 4 4305 8 �� I!� •275� O1yo3 3058 047 ,�• 124 0 cv 42 { 2r15? • 1368 20 • Do. �8 2 h f 4 •! �. �`` �'� _ --' ` w / GL�iV/TE /rGf��l w �• • 24 I �200 2251 ` S f •19 ` �374 , u //86 24•4 3 3 • 30480 9 I 12 1434D z z E I/ 258 330 �R- p`1J 1446 3465 ,�' • 113 14 o Cb 1 .... , . 381200 •Ig79 3057 I�DC \ 4 1 53 Cwo 330C 9. • ,► Z t34 •143 L p �'12'� �1 111 �• 2�55 `, ` w 19i; �2b54 Z• / // 4d; 3' 4 • I • 2015i T llc I •' 22f 9--' 4.f �, � � I97� �'V -. 56 iv � �� I142 N) 3 0 3Q. u 'ifs' 6- U -- ---... _.----- � \ , ,,• o j. � _ \ 3� ter ..�- L13� : _ CY 1� 2�a //�'4.6 l-Je,-- 119 0 20 . 30 CW _ ' -- 19 r 5 Q. -� 10, /5 •22 f. //�.' •�'1911R 19 05•' - _. 11 �. 3 Qab , . �� p� �D� p� �L 4��" v 64� • (� ''►`3304 - ? 1 j � 21 7 • _ •fI �'�. 4 �' •I1 4b" • s V -"'" 30J5 r 205 • Z011 {I 1V / 10 • 30 /�6OD - LANE 1180 IWO 001�f Nft 2060 A Tcjj Z 33 _... �"J�C/S T/il/G G.,qDUND779, 1 os ' As QIQ'00 • ? 1 _ 070.00 �' 1170 +3b74 2 I �3 ;h�D L 77.81 ( ' 0,2.E f V Tr- 8•92 SECTION D SCALES: HORIZ. Its 201 5 oil %!ul� VERT I"= 10 ' , 4, '• '..., Mo. 3 0657 Ir GRAPHIC SCALE SEE / SHEET 9 OFc�►t� 4a' 04 40' So I zo' REVISIONS: APPROVED BY: PSONIAS TRACT 24133 cows 7✓Rvc r1oiv Avo r�s: c�EiV�R�9L /yo r�-s z Ct'if/Sr�C/Cr EA,�T.y ECM oER `TA/L, �, .Sh'E�T /5 f ` .e E NO T�5 /B s /9 D/V �f/��"J"" / REGISTERED CI IL 1NEER NO. 33657 � R�RS � M IAND SJNIYOAS COUNTY NT Y O F RIVERSIDE 199 Q 6 DATE O REGISTRATION E IRE8 6/30/90 3901 1W ST R � •CkW" APPROVED BY: SCALE: BENCH MARK: ROUGH GRADING PLAN OF 15 SHEETS AS SHOWN SEE SHEET RIVERSIDE COUNTY, CALIF. FILE NO. FOR ROAD COMMISSIONER DATE: DATE SEPT 1989 W.O. FOR: F.B. ' 4MESO101 I..I(I� m----,- � \,.i\xffr\...""N.,\I'E,,N.II", .I-----I.,,..-%--1 1-.,I-I%-.�­....a-I.-,..Z I-....,..."-.­-!z".-.,.,.,,�.�,�'-"""I� --1.I -I.- .,_._.._.!-.!.;-./�!i.-;�;;.,--/'--,-I,-/",-,-I.-1,II-....-I--I,.--'l1/-1,--..-1--1;/----,,I,--",,-.,"I,1--""..I-..:,-.1--",-., . .. .._-_. 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C'f�A.o/rvC.�Ii4E s1o�it/ Dry _.7V '7 0i5'.9/N A S S H 0 W N .0ZW-,f 5: 56Z`515, �e-7-/2 ai"lfv241 /Ci7,,9,01rv� SEE SHEET I' 14e.9N F4r`7 6_l1/V172!F 109"?DN ,4�,7 & Ar RIVERSIDE COUNTY, CALIF. F I LE NO. FOR ROAD COMMISSIONER Df'Eit///llG. DATE: DATE SEPT. i.98° W.O. FOR: F.B.i REVI,>E� 16109WL7E_S TO .4GL4AV 7;A?4 Gar AGGe.5.5 - - 4MESO101 11 SE E SHEET 6 r \ f --- ----- i T _ ATc I 1�:�-N E o � 26 15 O c .5 • 2447 1190 /9 7.t 13$6 - I �' • 0= " 1309 r1 I I • • `1853 Lij 2 4• 147` • ,3052148 / 13081411 Z•i070.004 ° ' I 6 • 1330033Q2 / i'q 48 2 270 •3301 2 O • . 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(]J� 1145 • 134 00 -., d- --�-�.. 2 f9 •I l 766• 3074 7 �t� 8 °i �I 1181 318 8 1 �,r 1150 �99*451 6 2`� 3.. 1 • �/ � 66 /7y 9 f13 46 •167 II ,Z i `" /f l Y ��C/5 C�i4DUN •19 4 I 1Q 0 �. �� 1�6 � 31 r 49 32 • 6 7 • �•'� \� w- 152 •132 f u /76• ; _ 1 I . `-\ 3 48 4 •4 1420 1739� 5 • 45 0 17 7 �. 2122• , ,. 40; I / \� _. _._. ._........__ 1140 • 45.80 1474 16 9 / 18 dR• •13 I 0 . Ih M ` 6b 21 199 15s2 �, . __.._._. w- •21 C4 / / / - _ SECTION /rA 174 _�- r • \. � // • 307 • • 1580 6117 • F _ _ .--._._ _ • • 1 a _.._......_W__ ._._._..__.._.- _ SCALES: HORIZ. 1 = 20 �'D I 81 95.1770 '� � � /�f" •1509 114ES 6q, h� , r � ' O 15621 • 23 2167 •1317 �/ p 1314 (p VERT. I = l0' 9• // G. q� 1 • 769 174 (1 7 ` 1660 •p7 a � � � r _m_.__.____........... _._....._. ..._. 214C� � � ' • / • �.• • _•308 1 •1�4 A 4 • { y • 3 '156• g5 � 153• •� 3�191 �,, • 24 N, O 176 0 _�i�4o7 ti 4550 / ll -� 2!j` •1779 • > aaU 19• 13 1303 ti• 92 OM 1736 , \U 1508• 1572 //T • 01 �` 1435 2143 • ' 49 ,C 0 • 5. 9 225 i 1316 / r8Q • �- •1698` Q7 0.1 7 40 � 1515 166 • • 18 7 V// �.,� • 16 5 0,,' �� % 80• • 3 1570 1793•.'216 ..---w- • •3287 3 L9 f 1 1 �` 1190 1.96 15 43R i \ a �' 1 1 • i i 328 • iSZ, �• ,1 F f I .. .._.- -' ,� • 2 2 '� y•a� • \2 1542 //7 ,,� �L//17A I 61 319 • h l l 1 - /��w MION7/& 0 Ql 73 • •19 w 1 438 551 '• ..�5: h� 168 0 1575 7 9 •16 V V Q• 17 8 • • 1.r 2.0 3 2 8'G-/ �" 5 8 7 ------------ \ `'\, ! ' •� �C2• 167 ,g • ` ' ►301 i' i' ,;' 1180 ` `� • 4 0� 4 ? 15 7 3 0 • •15 5 5 �. / 13 • 3 3♦ / i( • 3 -83 o_I503 _ -: i' r / / 6 4 1 / s ��; 04 - 130 s Q , 3 4 • � ti \, � � �G'C _gZ . • 160• �\ `( A '046 •1505 78 :�_v • 46 •1581 'V/ •3195 � ��133 00 �/�� • • •53 .�� �6 7 •%�� ._.�-•-�.---.- .3� �� �9�-�,�, .�- , '" a � � � Ff�DU/1/� 7D�D�.SLOB" G • ' •41 54R N •.155d ii�l5 !.�4 O 1170 1 32 81 •1514 ;/7.3�j 150 43. 0 r' 7 Z. • 150 •4,r (� �, • / ell 461 �� 5�38•' 157 9 77 ��j f�, 24 6 lJ.,l ,/ • •1 41 • /i /� 143 �]`'319 _ ` 15 y '1rS• • -�=�'�` _ II �' v X/5 C��GY/rVL7 r - �j 7R9 '� . //�2.fro 1.441 1453 I 3,� j _ . F{� - 4 193 9• ,, w ! 116 0 7 •4�3�..2g I�b �� 3198 6 e 1554 `� � d 8• v ' /• �^' 662 •15.�3 �.�•A � 652 � ` ,. v 0 � Lij L(o'" r ,Q 660 223c� I 22G 16 /r �` z �A� • 5 462 • a. ,a� 199 ' II 70 - 0 ' W 1439 • 1507 • ,,- ' 7 __._. ._ __. _ 1150 UJI -4 t537 15040 1160'0 � \ 9 •IS \/ w • 157 1657�/ Q 154 .-- SECTION /OOB 0327 1587 4. 3277 • 32 ,1. 8 ! A8 r 20 �440 3273 1840 i ' 1354 ,? 4i SCALES' HORIZ. I"� 20� _ •�i /•,��C► c= �i .9 'a �"-' - - VERT. III= 10' Q ,•15 3 6 �� � �•' � % Q 3 0 � 4 z 01110 � 15 48 OU a 460 Q� • (� .�A 1 _ . �j� Q •1516 .• X ' 44� '� • l y 2 ,/'� � - 448• � �1653 �' '�" j ,/ ,•,� � 1 �.. � � •1510 • 1444R 1545 i.5. - 3202320 \ �. • /`' ' z - ;' / • 1511R •' ]91 •154 ! 1` GJt 331 r' - 277 3 Q I539 � 3 � 1 r� �f, F, s 1552 32769Q� �i %10" . aA ro 276 -� 3?_7�t �• 1658 �• r �D 1149 _ • �D !, " �r 771,; `1 // 135)�. • 3904 ,� �y�,,, �� ,, ,r,r ,� r�� 'k � ,• �; • r 2 7 �• 0 ' , �4 z 9 FGEOLOGIC UNITS SYMBOLS ` - �' , / l I 3 , !� ' ' ` . r; •29ss,- 7 NOTE. FOR EXPLANATION O , o " '' GRADING NOTES, SEE' DRAWING 1 .9 �5 • 15a�7 y` ,13 8 � • 320� • 1654 �� � , �, �'/' c�i • 9 � ...�- AND G , 1 ,G • /(�70 7 3206 r r � x yy. • 4 O /l / / �15 r / fr h O � I V � , —y a , � �! • f • 1 µ ' N 59 01009 ' = TEST LOCATION AND GEOLOGIC MAPS Scale Probct No / - FINAL COMPACTION REPORT AND ROUGH GRADING PLAN AS SHOWN 1-148-'03 �Q D o ,, ` \ 88-8 • Date TRACTS 24133, 24133-1, 24133-2, 24133-3, 24133-4, 24133-5 2/6/91 Prepared By Drawing No TEMECULA CALIFORNIA RR Checked By MBS , - ,- � . SCH 9 � - Converse Consultants Inland Empire Approved B go, 3367 ., ci , �• �'� C GRAPHIC SCALE SEE S EE.T 401 01 40' 80' 120' REVISIONS APPROVED BY PSON4AS TRACT 24133- C'0V5 rR61C 7/ON /�/OTES C�iVEf�i9G wo r,�s -._ __ �. - _ - v OCTa �99 _ REGISTERED IV! NGINEER NO �j ERS �� �Cn5 COUNTY OF RIVERSIDE g - LAND F'l.AM1Ef�S C1VX- Q CO1t/S'T/PCr/C T- �UJ//TE ,U/TCH �'E�' ,C7E T�I/L ,3., S/�EE T /5 /8 /9 Gait/ SHEET ! DATE 1 b q E G I S T R A T 10 N x P I a S 6/30 /9 0 390 LIME STREET RlVERSiDE CA 925CH (714) 787�421 OON5 /PC�'T- �A�T/� ,QED/'-T �'�iQ ,G TA/L �2 �5'�/CE7'- 1-5 — ___.___-_.-- _Y ____.._- -__ _.__.��._ _�_____.- --_. - APPROVED BY: SCA�.: HFNCH BARK ROUGH GRADING PLAN C r or 15 sHEETs As sHowry 'r - SEE SHEET RIVERSIDE COON Y ��+LIF, FILE NO. if FOk ROAD COMMISSfONER .... I . DATE DATE ISEPT. 1989 w ( FOR F B. 4MESO101 _ 1. f.. ..... S E-.E SHE ET 7 / ?^ � / ' f .- -. 'rr .. �,� '``, `� � � � / f fir. .J • � -IN -=f GSR�L/ilAo -4 1260 03 r�., DZr• I' `, 1250 .i j 1 f 4� /" 1 , ti IE } �� i O �� .raj N, .. ��.. t2 .,'� Q6.87 =//33 cJ344 SCALE � 1 "* 40',' �:� -- - -.. �Q �. 4 h f, l �• f \ 1 , e. 130 O MATCH LINE Ul 1230 r - 33 VAS/�5 1 S1220 / A_bq' _ .-._ _ 3,�.OD L -• ` •I 3 p D• /• r � 7 8 Fes- 3 ..N 1 ~ ` •'l ` ` 1 t` _o .. 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I = I 0 ,►,� - 1 f I / ��- �� 4 12 . ""N ; NOTE: FOR EXPLANATION - 4 " o .. ... , O C� A ION OF GEOLOGIC UNITS SYMBOLS �- - Q �. f AND GRADING NOTES, SEE DRAWING 1 , a4 ;, _h,�� :. '°z j. 11,734 TEST �- 7 p p , h � - LOCATION AND GEOLOGIC MAPS � �- -} - FINAL COMPACTION REPORT AND ROUGH GRADING PLAN scallr Protect No I ; J '� AS SHOWN 88-81-148--03 4`, 0.4Q?j - % �. c� _ Date �. �~ � �"•..\ � __. .. _ PSS .. TRACTS 24133, 24133-1, 24133-2, 24133 3, 24133-4, 24133 5 �;x. CV 2/6/91 - - - c No. 33657 � -�_. 'p , - /� soh ,. _ , Prepared By Drawing No �;, TEMECULA, CALIFORNIA JRR Ex fl~3a-�0 �:. _ ' . t'S�� ��0 'S� ___�4 Checked By �. -GRAPHIC A I SC ALE E C S M B S ' O � �� P H C i Converse Consultants Inland Empire _. . Approved BY SCH � S E SHEET40' 01 401 80' 1201 • - � REv15►pN; - . APPROVES BY PSOMAS- TRACT 24133 cOAIS Rucrio1r Avo T,Es. I GE'�V A _ __.._. ___._ .__. .._.. REGISTERED CI IL E NEER NO, ���Z LAND Z CUL � � � COUNTY OF RIVERSIDE / 6%0A15 TfTC1C"T �901V/TE' L7/TCH �Ei4 U�T.4/,G 3r sf�E�T /.5 I 5 EE �t/D TE5 /8 /9 oic/ S�lEE T / _ _._r_ _ 1 _. _.-- ... _ __.___ PATE �� �� 9� d R E G I S T R A T I E x E S 6/30/9 0 moo, �„� �� � �� n�) 787�a2, �� - r � ROU H C RA D I N G PL A N ---___ APPROVED BY: SCALE BENCH MASK *' r OF 15 SHEETS SEE SHEET I , RIVERSIDE COUNTY, CALIF FILE NO. FOR ROAD COMMISSIONER DATE DATE SEPT. 1989 W O FOR: F.B. 4MESOIo1 TEST LOCATION AND GEOLOGIC MAPS �' s SEE SHEET 8 Scale Prolect No NOTE: FOR EXPLANATION OF GEOLOGIC UNITS FINAL COMPACTION REPORT AND ROUGH GRADING PLAN - tD 0 ' ' AS SHOWN 88..81-148-0 � , --� .� - ,/ `--. \ �,:� � ,. 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DATE:,�&6- / fo "W.W10 I rs.,r.n E Mr.8 6/ 30 /90 390i L14 STREET WARSCE.CA 92501 (7M) 787-842i . - I (D 6_01V,67-1c?L4,r:_, 7- 641-IAII 7_,�ff Z21 7-C-1-1 P,6_1c? D,E�WIL 3,, ��e,E_,7_ 1,5 (D 6�6_i5' A107_,E_-'F> le Id 19 ,:�>Al _'5,AA6_,6_r / . � � SCALE: . BENCH MARK: . . ROUGH GRADING PLAN OF SHEETS I 0 CIOA1571_��IC7_ ,641,77-1-1 Z3,F151V iCV-:r/? 0d5_;W11- /, ,5�1-4F,e!�--T 1-5 . , I I AS SHOWN . I RIVERSIDE CCK)NTY LIF. I FILE NO. . FOR ROAD COMMIelONER ' -_ ' I I DATE: - __ rDATE SEPT 1989 1 W.O. I FOR: 0 I F.B. . / ...- / ) "_ 11 I I 11 I I / �1_�_ I- ---.--- I / t� A�1, 0 - moor __ - _____ III=I1I_..._ IIIIIIMIIIIIIIIIIIIIIIIII _111111-_...-- .. . . ­ - ��������������������������������������������������- ___... - - -���������������������������������������� � I-.- . - . - ___ - _ _11111111111 __... . . . - - ___ .- . . . . . . . . . /170 V_.,�� 4MESOIOI 1,1 I I/ A % . � . I __ . . 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TEMECULA, CALIFORNIA Prey y JRR orawing No / ,/ , / >y.r Checked By MB$ �' / �' r co 33657 � �,/` ► �. Converse Consultants Inland Empire i '" ,- ' -^" �' '� iM r Approved 9y /' �• � / i' 'r, f' J, J � X'�• SCH -- r ,- = �,f ;J,%" r,►+Yr;�,1, GRAPHIC SCALE 401 0' 40' 80' 120' 1� • REVISIONS: _ APPROVED BY. PSONIAS TRACT 2 413 3 CONS TRIJCT/oN IVOTe S: aFESO SOR4Z NOrE-s - REGISTERED C I V I E EER NO. 3365 7 L CrVL LEIS LAM S� COUNTY OF RIVERSIDE 14 CONSrRIUCT• GU/V/T E 0/TCff oER DE7,, 1L 3 .Sf-/ ,ff7- 15 5�E it/07"ES /f3 A'/9 OW 5f/EE 7— I DATEj!5 �3 �D REGISTRATION XPIRE$ 5/ 30 /90 3%1 LIME STREET WVTRSM CA In." VW) M7.wi ROUGH GRADING PLAN Sf/�ET /5 APPROVED BY: SCALE: BENCH MARK: OF SHEETS AS SHOWN SEE SHEET I RIVERSIDE COUNTY, CALIF. FILE NO. FOR ROAD COMMISSIONER DATE: DATE SEPT 1989 W.O. FOR: F.B.