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HomeMy WebLinkAboutAs Built Geology Compact Report '7_ J AS-BUILT GEOLOGY AND FINAL COMPACTION REPORT OF' ROUGH .n ,�,s`GRADING �' � Tracts 24131, 24131-1,24131-2, .24131-3 andil 1 Portion of 24186 Paloma Del Sol Master Plan Community Temecula, California 1 'I 1 1 i 1 1, I ' Consulting Engineering and Applied,sciences ' 10391 Corporate Drive Redlands,CAI 92374 Converse Consultants Inland Empire relephone 909/796-05-M FAX 909 796.7675 ' AS-BUILT GEOLOGY AND FINAL COMPACTION REPORT OF ROUGH GRADING Tracts 24131, 24131-1,24131-2, 24131-3 and a Portion of 24186 ' Paloma Del Sol Master Plan Community Temecula, California' 1 Conducted for: Mesa Homes 28765 Single Oak Dri e ' Suite 100 Temecula, California CCIE Project No. 88-81-148-03 ' June 5, 1991 I. A Wholly Owned S bsldlery of The Converse Pro}l sw.onal Group Consulting Er�gineering and Applied Sciences 10391 Corporate Dme Redlands,CA 2374 Convey Consultants Telephoneso9/7g8v544 Inland Empire FAX 909 79& B75 1 I June 5, 1991 ., Mesa Homes Oak Drive, Suite 100 28765 Single Temecula, California 92390-0295 Attn: Mr. Csaba F. Ko Subject: AS-BUILT GEOLOGY AND INATRA MSCOPACTION REPORT OF ROUGH GRADING 24131-1, 24131-2, 24131-3 and a Portion of 24186 Paloma Del Sol MasterPla ned Community, City of Temecula, California CCIE Project No. 88-81-148-03 (CCIE) prepared this report containing results of Converse Consultants Inland Empire , laboratory analysis and field density testing performed during rough. geologic mappin 9 grading of the subject site. ny tests and is mapping are shown on The approximate locations of field 40' scale, rough grading plan, prepared by Robert Drawings 1 through 9 of the 1 Bein, William Frost & Associates of Rancho California, California. our Based on the results of our geologic observations and field density testing, ►t Is the earthwork associated with the grading of th as been performed opinion that geologic and soil engineering practices r in accordance with sound g further We appreciate the opportunity to be of service to you. If you have any . 1 que stions, or need further assistance, please do not hesitate to call us. Very Truly Yours, I , NTS INLAND CONVERSE CON'SULTA EMPIRE Ll C ` w� Steven C. Helfri 1 Principal Engineer/Br ch Manager Dist: 8/Addressee A Wholly owned Subsidiary of The Converse professional Group L, ' PROFESSIONAL CERTIFICATION T 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 expressed or implied ' Steven C. Helfrich, G 389 A'Senior chluxer, CEG 1415 ' Principal En ologist �gt;FESS,onyt� ,r E-iLEp GEo t Na. 1415 p; CERTIFIED ' .� ��� 4� • `r' * ENGINEERING GEOLOGIST ; OF CA OF c I 1 tJ . 1. TABLE OF CONTENTS ( � SUMMARY OF WORK PERFORMED . . . . . . . . . . . . . . . . . . . . . . 1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Rough Grading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 l MOISTURE CONDITIONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 GEOLOGIC CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Earth Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Fill . . . . . . * * * . . . . .-. . . . . . . . . . . . . . . . . . . . . . . 4 Pauba Formation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Faults Exposed During Grading . . . . . . . . . . . . . . . . . . . . . . . . . 4 - ' Slopes . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . 4 Groundwater Seepage 4 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 r ' Foundation f Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Post-tensioned Slabs 8 ffPre-Soaked Building Pads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 L , Slabs-on-Grade . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Lateral Earth Pressures 10 IIPreliminary Pavement Design . . . . . . . . . . . . . . . . . . . . . . . . . 10 l ' Site Drainage . . . . . . . . . . . . . . . 10 . . . . . . . . . . . . . . . . Slope Protection and Maintenance . . . . . 13 On-site Trench Backfill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Continuing Observation and Testing Services . . . . . . . . . . . . . . 14 LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 ' REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Figure No. 1 - LOCATION OF GRADING . . . . . . . . . . . . . . . . . . . . . . . . 2 Figure No. 2 - HISTOGRAM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Table No. 1 - LOT CLASSIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . 7 Table No. 2 - FOUNDATION RECOMMENDATIONS . . . . . . . . . . . . . . . 9 Table No. 3 - ASPHALT PAVEMENT SECTIONS . . . . . . . . . . . . . . . . . 12 APPENDIX A - Laboratory Test Data APPENDIX B - Summary of Field Density Tests TEST LOCATION AND GEOLOGIC MAPS - (40 scale) - in pocket (9 sheets) 88-81-148-03 lCamvr� ConsukarKs Inland Fmpirs l : 1 SUMMARY OF WORK PERFORMED General This report covers Tracts 24131, 24131-1 , 24131-2, 24131-3 and a portion of 24186. Earthwork was performed by E.L. Yeager Construction, Inc., of Riverside, California. During April 12, 1990 through November 28, 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. RoughQra-dirici Rou h grading for the subject sites was performed in accordance with the �s 9 9 9 1 "Geotechnical Investigation" report dated December 23, 1988 and the earthwork E. specifications at the location shown on Figure 1 , "Location of Grading". Canyons exposing unsuitable alluvial/colluvial soils were excavated. The exposed excavated surface was then scarified, brought to near optimum moisture content and 1 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 i 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 (horizontal: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. 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. 88-81-148-03 Convene Conaultanta Inland Empire � ► ' as _ — _ ,r j n TRACT ,.. TRACT h 24132,-1 '" r _ 24134.—),-2,-3 _ ] TRACT: a ° 40 24131, fR%6T as —1 —2 —g 3 ' 24133,-1,-2rr3,-4,-5TRACTl— <t :�,: •:� 24188 =• oo � TRACT 24135 —1,--2,—$ ► to c� y TRACT 24136 iL i c'-ti .�• Noma 0-1 Guwywti y Q y I Y v LOCATION OF GRADING PALOMA DEL SOL MASTER PLAN COMMUNITY Prolect No. Temecula, California 88-81-148- for: Mlisa Homes Fgure Na. Converse Consultants Inland Empire 1 r The laboratory maximum dry density was determined in accordance with the ASTM D1557-78 (five layer) method. Single check points were performed throughout the f 1 project. r ' A total of 3022 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 until desired compaction was achieved and verified by additional testing. ' M I T RE CONDITIONUNG We understand the lots will not be built upon in the next few months. 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 �. ' Geologic observations and mapping were performed during rough grading of the subject tracts. The purpose of these observations were to: 1 . Confirm subsurface conditions as observed in our geotechnical investigation. a s n f. ' 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 and street subgrades is included in Appendix A and on Drawings 1 through 9. ' Earth Matgrials Earth materials exposed at surface grades within the tract consisted primarily of compacted soils in fill areas and Pauba Formation bedrock (Qp) in cut areas. Exposures of colluvial (Qcol) and alluvial sediments (Qal) 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 k Drawings 1 through 9 and briefly discussed below. 88-81' -148-03 j Co"~"conudc.nt.Inland Empire 3 k Fill M m ol: Wi hin Bla k Line B rd r Fill materials consisted of processed mixtures of on-site soils andl Pauba Formation. E , The cut portion of cut/fill transition lots were overexcavated and were included in the areas mapped as fill. l- , Pauba Formation (Mao Symbol: On. ,412;,§. Qpslt) 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 F 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 ranging between northeast to northwest, with dips varying from nearly horizontal to approximately ' 1010. 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 i horizontal to approximately 60°. Numerous horizontal and gradational bedding L 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. t Sandstone (Qpss) units exposed on lots 34-2, 35-2, 40-2, 49-2, 50-2, 51-2, 52-2, 53-2, 54-2, and 102-2 of Tract 24131-2, and Lots 25-3, 26-3, 27-3, 28-3 and 54-3 ! of Tract 24131-3 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 No faults were observed or mapped during site grading for the subject tracts. L ' S'nnpc Cut and fill slopes have been graded at 2:1 (horizontal:vertical). No adverse geologic structures were observed on these slopes. Grgljndwgter Sgepage Groundwater seepage was not observed on the slopes, bui ding pads, street subgrades or canyon bottoms during site grading. 88-81-148-03 l= co„,,area,Consultants Inland Empire 4 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 3022 field density tests were performed and their approximate locations are shown on Drawings 1 through 9. • 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 f 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 t presented in Appendix A. Classification of each lot, based on these test results, is presented on Table 1 . �_, • Groundwater was not encountered during grading, and is not expected to adversely impact development of the site as proposed. • Fill slopes have been graded at 2:1 (horizontal:vertical) or flatter, and are considered to be grossly stable. • Cut slopes graded at 2:1 (horizontal:vertical or flatter are anticipated to p 9 ) p 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. L • 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 Converse Consuhants Inland Empire 5 l ii 1 25 1 1 20 20 1 - 10 ` ' S 0 80 85 90 95 100 r RELATIVE COMPACTION, Percent ' Soft Type: Nuatier of Tests: 3021 Average: 92.0 ' Standard Deviation: 2.20 Coefficient of Variation,%: 2.40 Caaaunts: i . HISTOGRAM OF COMPACTION TEST RESULTS Patom Dal Sol / Mesa Hanes Project No. To ecuta, California i 88-81-148-03 ' Converse Consultants Inland Empire r. n O rn I cq N ' N CD N I- M N 1 cn N LO N ' M to N► M r/� N M - 1 r M LO .l�r v w N vpfN CCC-i--:cr1 � � a7 � CDCDC1p of� Q o w �N r� ( 27C Cv O � apM r.. NCNB O C 'GN `O oM � n C;C4 ff I Itt - o ^ O 0 C r T- :: N � COM � � � N wC c � :� O N r p 0f► O '.' � p Cy O � c+7 '� M0C4 - nCr) N � � u) NM U C r N r- CA � NCri «+ cn Cj o.c�v or:c� �t �n . o � on d o X 0 •- � d1NN Q LU r -J M N - CW) 004 Lo- 0O (M N L r H Lej dV- r CV) 1%% Q) r N C) M N O (DNr► � ri O] N n p O CJOrMCJ) r a M co i o y W Z go _. I x O 00 W J co $ r 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. Bost--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. Prq-5oaked Building Pads ' Due to medium expansive soils, the following lots require pre-soaking prior to constructing concrete slabs: 43, 99, 52-1, 32-2, 55-2, 71-2, 77-2, 78-2 and 46-3. Guidelines for pre-soaking are shown on Table 2 under sub-grade Moisture ' Requirement at time of construction. Slab,l-on-Grade r 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 toiaid in the concrete cure. Joints should be lapped a minimum of 6 inches and properly sealed. 1 1 88-81-148-03 Con%mme Consultants Inland Empire 8 r -1 ILI l TABLE 2 ' L SUGGESTED GUIDELINES FOR DESIGN OF FOUNDATION / SLABS SYSTEMS FOUNDATION SYSTEM TYPE 1 TYPE II TYPE III TYPE IV TYPE V ' Expansion Potential Very Lai+ I~ow Medium High Very High Expansion Index (E.I.) O — 20 ZI—50 51 90 91 —130 Above 130 One Two One Two One Two One Two On Tw Pealing Depth Story Story Story Story Story Story StoryStory Story Story r r r Perimeter 12" te" 12 Is 1$" 18" 19" 18" 30" 3p" Interior 12� 18" IZ" 1$" 12" is" I is" is 18" Not 1-4* 4 Bar 1-4.t 4 Bar Z-/J 4 Bars Z-/� 4 Bars L Fooling Reinforcement Mandatory o datory Top a Bottom Top 9 Bottom Top a Bottom Top a Bottorn Garage Grade Boom Not 12"X 12" W/ 12" X 12" W/ 12"X 12" W/ 19"X IB" W/ At Door Opening Mandatory 1-0 4 Bar I->A 4 Bar I-,IA 4 Bar I->/ 4 Bvr Top a Bottom Top a Bottom Top 8 Bottom Top a Bottom Floor Stab Thickness 4" Nominal 4" Nominal 4" Nominal 4" Actual 6" Nominal Floor Slab Reinforcemerd Not Mandatory ?A 4 at IS" o.t 1 Dwellings 6"X 6"-,010/>010 6"X6"- 10/>*q 6"X6=/� 6%OL6_ Each Wax Garages Not Mandatory 6' X6"-��10/�ikl0 6"X6..-��6/��6 6 X6"-yk6/.;(& LSubgrade Moisture 0pumra Opl-im o 120% of Optimum 120%of Optimum 120% of Optinw t Requirement at Time or. Or Moisture to 12" Moisture 10 18" Moisture Io 19 of Construction Iligiyer 11.191 it - Below Slab Below Slab Below Slab La - .1 ' c L o u_ a Q. O v L- o FOUNDATION RECOMMENDATIONS `, PALOMA dot SOL Master Plan Community Protect No. Temecula, California 88-$1-14$- for• Moss Homes CONVERSE CONSULTANTS INLAND EMPIRE L1 i I 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 i 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—Ft. 5.0 0.21 11 5.5 0.21 6.0 0.21 J6.5 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. 88-81-148-03 Convo M Consukmns WwW Empim 10 C Minimum AC and minimum AS will, therefore, be sufficient to support the anticipated 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. Site Drainage (Post-Conitruction) I � 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 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 0 988 Edition). Lot drainage should preclude the possibility of flow over slope faces with the use of brow ditches, earth beams and other methods. 1 1 I -1 l-' 1 88-81-148-03 Cbnva Consultants Inland Empires 11 1._ TABLE 3 ASPHALT PAVEMENT SECTIONS [ INTERIOR STREETS TRACT 24131 Recommended Preliminary Pavement Section Traffic Index Asphalt Base i Streets im R•Valus tit j Via Razo 6.5 40 0.25 0.59 ' Via Fiore 5.5 35 0.26 0.60 Via Candeleda 5.5 30 0.25 0.57 Via Cordaro 5.5 30 0.25 0.57 Corte Durazo 6.0 30 0.25 0.46 t._ Via Banda 6.6 30 0.25 0.57 lCalls Carabana 5.5 14 0.25 0.84 ` Corte Llamas 5.0 14 0.25 0.69 ' Via Maya 6.6 14 0.25 1.14 t Via Cesario 6.6 47 0.25 0.30 t Ira Clrillo 6.6 13 0.25 0.84 Corte Astorga 6.0 13 0.25 0.69 Calls Mataro 5.6 13 0.25 0.84 Via Jasso 6.5 13 0.25 1.14 Calls Avella 5.5 11 0.25 0.88 Via Arias 5.5 35 0.26 0.49 Via Jumilla 6.6 22 0.25 0.70 Corte More 5.0 35 0.26 0.42 Corte Garden 5.0 22 0.25 0.60 Camino Herencia 6.6 22 0.26 0.70 Via Mejia 6.6 36 0.25 0.72 ' Corte Argento 5.0 47 0.25 0.21 Via Amedo 6.6 7 0.26 0.94 Carte Davila 6.0 7 0.26 0.78 ' Camino Caruna 5.5 7 0.25 0.94 Via Sajo 6.6 35 0.25 0.72 88-81-148-03 fConvurea ConauKants wand Empire 12 1 Slope Prg=tion and Maintenance Proposed slopes should be planted as soon as possible after construction. Slopes will f 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. 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. 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. Li 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. Landscaping on the slopes should disturb the soil as little as possible and utilize drought resistant plants that require a minimum amount of landscape irrigation. Care f� should be exercised to prevent loose fill from being placed 'on slopes during construction and landscaping. Installation of subdrains or french drains may be required if seepage is observed. Watering should be limited or stopped altogether during the rainy season when little ' irrigation is required. Over-saturation of the ground can cause subsidence within subsurface soils. Slopes should not be over irrigated. Ground cover and other vegetation will require moisture during the hot summer months. However, during the wet season, over irrigation can cause ground cover to pull loose, which not only destroys the cover, but also results in serious erosion. Homeowners should consult a professional landscape architect for planting and irrigation recommendations. • A suitable proportion of slope plantings shall l 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. 88-81-148-03 Converse Conouttants Inland Empire 13 1 i. • Rodent burrowing, small concentration of uncontrolled surface/subsurface 9 ace 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 t referenced reports. It is anticipated that the native soils will not be suitable for jetting. Compaction will probably best be achieved by moisture conditioning the soils, placing the material in lifts and applying mechanical efforts on each lift. e Continuing Observation and Testing Services Observation and testingshould be conducted b CCIE at the following Y g stages of construction: i ' Concurrent with trench backfill r p ocedures. • 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. 1 1 1 I 88-81-148-03 rt Converse Consultants Inland Empire 14 1 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. ' 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 1 1 88-81-148-03 r Convene Consultants Inland Empire 1 r- REFERENCES r • Converse Consultants Inland Empire, "Geotechnical Investigation, Tentative Tract 24131, Planning Areas 15 and 22, Portion of the Meadows, Rancho California, California", Dated December 23, 1988 (CCIE Project No. 88-81-148- 01-D). • 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. 24131, 24131-1, 24131-2 and 24131-3, City of Temecula , Sheets 1 through 10, prepared by Robert Bein, William Frost and Associates, dated March 7, 1990. ' • Pacific Soils Engineering, Inc., "Fault Study 1400±acre Vail Meadows Project, Rancho California, County of Riverside, California", dated August 17, 1987, Work order 400082F. L! ! L-1 88-81-148-03 C! Convene Consuk*na"wW Empire 16 .:1 t t ' ' APPENDIX A t LABORATORY TEST PROGRAM t1 ,1 1 1 F_I � 1APPENDIX A LABORATORY TEST PROGRAM i1 Laboratory tests were conducted in our laboratory on representative samples for 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 0422 standard test method. Grain size distributions are presented on Figures A-1 through A-3. l Laboratory Maximum Density and Optimum Moisture i ' 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-10, entitled "Compaction Curve". ' Direct Shear Tests L Direct shear tests 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-11 through A-17, entitled "Direct Shear Test". ' Consolidglign 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 under submerged condition. Test results are shown on Figures A-18 through A-24, entitled "Consolidation Test". 1 88-81-148-03 _' Convene Consuhants Inland Empire Umnsion Index I The expansion Index Test is used to determine the expansion potential of soils. The ► ' tests were performed in accordance with h - P the Uniform Building Code Standard No. 29 2. Results of the tests are tabulated on the below. t ' 5gmgle Idgntificalign Soil Description Exgansion Index Curve #7 Silty Sand with clay 26 Curve #9 Clayey Sand 2 Curve #1 1 Silty Sand 0 ' Curve #14 Silty Sand 0 Curve #15 Clayey Sand 4 Curve #16 Sandy Clay 75 ' Curve #17 Sandy Clay 94 i Lot 3 - Final Clayey Sand 36 Lot 8 - Final Silty Sand 20 ' Lot 9 - Final Silty Sand, trace clay 6 Lot 10 - Final Sandy Silt with clay 18 Lot 15 - Final Silty Sand, trace clay 9 i. Lot 18 - Final Silty Sand, trace clay 1 Lot 19 - Final Silty Sand, trace clay 1 Lot 21 - Final Sandy Silt with clay 24 Lot 28 - Final Silty Sand, trace clay 5 ' Lot 29 - Final Silty Sand with clay 13 Lot 34 - Final Silty Sand, trace clay No Swell Lot 35 - Final Silty Sand No Swell Lot 36 - Final Sandy Silt 22 Lot 37 - Final Sandy Silt 1 Lot 43 - Final Sandy Silt 56 Lot 72 - Final Sandy Silt 7 Lot 73 - Final Sandy Silt with clay 7 Lot 76 - Final Clayey Sand 28 ' Lot 77 - Final Silty Sand 2 Lot 83 - Final Silty Sand, trace clay 21 Lot 84 - Final Silty Sand with clay 17 ' Lot 91 - Final Silty Sand No Swell Lot 92 - Final Silty Sand, trace clay No Swell Lot 93 - Final Silty Sand No Swell Lot 94 - Final Silty Sand No Swell Lot 95 - Final Sandy Silt with clay 31 Lot 96 - Final Clayey Sand 14 Lot 97 - Final Silty Sand, trace clay 1 ' 88-81-148-03 Convene Connuitent•Ini"Ernpim .1 50m le I an ifica ion it Descriptio n Fxgangign IndeS j 1 Lot 99 - Final Sandy Silt 58 l Lot 117 - Final Silty Sand, trace clay 2 ' Lot 51-1 Silty Sand 24 Lot 52-1 Clayey Sand 58 Lot 88-1 Clayey Sand 50 Lot 16-2 Clayey it y y Silt with sand 110 Lot 17-2 Clayey Sand 43 ' Lot 21-2 Clayey Silt with sand 40 Lot 32-2 Clayey Sand 70 Lot 45-2 Clayey Sand 35 Lot 55-2 Clayey Silt with sand 85 Lot 70-2 Clayey Sand with silt 41 Lot 71-2 Clayey Silt with sand 80 i. Lot 77-2 Clayey Sand with silt 63 Lot 78-2 Clayey Sand 64 ' Lot 85-2 Clayey Sand with silt 25 4 Lot 107-2 Clayey Sand with silt 3 Lot 111-2 Clayey Sand 22 l' Lot 45-3 Sandy Clay 146 Lot 46-3 Clayey Sand 73 1 Lot 86-3 Clayey Sand 27 1 1 88-81-148-03 t Convene Consultants Inland Empire 1 Resistance—R-value Tests Bulk samples of soils were tested to determine the resistance (R) value in accordance ! with state of California standard method 301-G. This test is designated to provide a relative measure of the soil resistance value for use in pavement design. The results k ' of the test are: ' RESISTANCE SAMPLE SOIL "RN LOCATIQN DEPTH DESCRIPTION VALUE 1 Corte Illora Sub-grade Clayey Sand 35 Via Cesario & Corte Argento Sub-grade Clayey Sand 47 i Via Cirillo & Calle Mataro Sub-grade Clayey Silt 13 Calle Avella & Calle Mataro Sub-grade Silty Sand 11 l ' Via Arnedo & Camino Caruna Sub-grade Clayey Sand 7 r, ' Via Jumilla & Corte Gardano Sub-grade Clayey Sand 22 Via Candeleda & ' Via Cordaro Sub-grade Silty Sand 30 Via Maya & Calle Carabana Sub-grade Silty Sand 14 88-81-148-03 1 ayy p 1t7� MIMI +✓ Ito a la1 • a 43 E" to f 1 , a 71 sl n n � a a' s► aZ11a ]a e��4°So 49�6•7•a �1g 9 95 s+979x gt a7 t1s7 � I 1 1 1 \b �� 70 70 It ri 7,S n 79 eS tta G° p!a-]It3717a,311]•� ` M rI ]2 1 69 COA et 119 - ..� 31 ( I 55 1 fia /+72 y5 63 eK sa's2 a1 �40tiUp ~ i220 V a0 ;N 56 67 xl 77 &9 as 6 1}V 57 ,r. 1 1 1 I 1 47 29 i 57 5B I 7l 46 47. ' lSglllRlglSa17617a1�y ! /ti q B ` lip as a5 SS a7\`4 aj ! a SB 65 I,al 75 4 • . „ St 124] dAILEMT,M[ G• 27 u,i �� ■ 59 I 6a 76 pAY� S• 123 p II 1al14717111 :6 L�� 00 6] I 77 G 76]5]a �tow4 12a $4,`s1IR1 a17an� i zS pi ]7 ] x's 41 ,,,� 7 n 1 .IA ARHt a0 ar ! ice I r I *RI 7 e0 \� 19�20 26 27 x 2 o� _oAr>< • , xz es e4 to ex e+ 1e e 29 a ` 1Q7 ,� uA7+o 2t I / 1 �.► ' •�4s ] i a 90 -2 ti ,417IIxf11 , a �+ 1 1 s 9 4 s ]5/]a 7 6 I'slss`s7\ s, u s a 19 , br �e i i 3�I'm �a 25 11 16 90 ttt t,7 70 69 a445as 26 1 n t3 It0 tt4 71 47 27 ]�.,+��; 1] �2 0 �ti 1 t t Y e7 49 o Y Q°"*e a 7t/ a 77 a`r st 2' c 1z 94 06 � 12 7� 0 6s Sag :" 25 a's i ' C�G 7a 7<y •2 wv� t01 c4� 95 t 75 t 23 S1 i 24 a 124 n u at a S �w g 9s � pu'' u t25 7a �� ai 34 22 s=o .. ,4 nai aE,stsr. 74 a C a 21 Sl22 i a r4 al in � 24 / � • 1112 42 •b� 17 Vi S 6/ 10 44 v �f 16 �F eS , 26 7 a 9 Is * ea 4U 27 r 14 rp 46 Ll M°� 29 +r 4 e7 82 at 17 y~ 74 75 ]0 ' 7e72 i2 � 77 ]1 1 t e 72 h+°0 7s � a e 9 ct 10 90 7v 92 ]• a 91 69 \� 6 Y 1 92 `\ S • ` ]7 \\ 9] S• ]• x 31 ]9 ,ti0 v,+ SS 41 v t� pLOH! ' a2 4g as 47 44 43 44 43 APPROXIMATE LOCATION OF 13ULK SAMPLE FOR R—VALUE TEST f n o �a a t PALOMA DEL SOL MASTER COMMUNITY Prolact No. Temecula,California 88-8,1—t48-03 for: Mesa Homes CONVERSE CONSULTANTS INLAND Figure No. EMPIRE. APPENDIX A UNL7- ED SOIL CL.ASSZ-ICATION COBBLES GRA VEL I SAND SILT OR CLA Y COARSE I FINE ICOAAW MEDIUM FINE I ' U.S_ SI71! = IN INCHES U.S. STANDARD SIEVE No. HYDROM= i ' 3 3/4 3/8 4 10 20 40 90 140 200 100 0 F 80 20 E' ' 3 3 as 60 m 40 � o E z z a w a � Z40 60 z - U W pC U L Il W C. 20 80 0 100 10 s 10' 10 1 T3 ' GRAIN SIZE IN MILLIMETER SYM, BOL BORING _ DESCRIPTION 1 0 CURVE J7 SILTY SAND(SM) ❑ CURVE 18 SILTY SAND(SM) 0 CURVE J9 CLAYEY SAND(SC) l Q CURVE111 SILTY SAND(SM) GRAIN SIZE DISTRIBUTION ' PALOMA del SOL Master Plan Community. Tract 24131 Project No. Temecula, CaWornis for. Mesa Mames 88-81-148-03 Converse Consultants Inland Empire Figure No. A - 1 UNMED SOIL CLASSIFICATION ' COBBLES ORA VEL SAND ILT OR CL�!Y COARS£ FINE MEDIUM FINE U-S. SM" Sly 2F WCHES U.S. STANDARD SMV'E No. I HYDROM= 3 3/4 3_8 4 10 20 40 80 140 200 100 0 1 80 20 � � 3 m 60 40 I ' u ca z � Cn z u � F a pa a w40 60 z U i a w 0. 20 80 0 100 10s 10 10 1 1TT to- 1IT, GRAIN SIZE IN MILLIMETER ' SYMBOL BORING DESCRIPTION O CURVEJ12 CLAYEY SAND(SC) ❑ CURVE113 SILTY SAND(SM) 0 CURVE;J14 SILTY SAND(SM) 4 CURVE115 CLAYEY SAND(SC) GRAIN SIZE DISTRIBUTION ' PALOMA dal SOL Mastsr Plan Community. Tract 24131 Project No. Tsmacula. California for. Mass Homes 88-81-148--03 Converse Consultants Inland Empire Figure No. A - 2 UNIFIED SOIL CLASSI*r ICATION I COR SLE s GRAVEL SAND a ILT OR CLAY COARSE FINE: MEDIUM FINE U.S. SIEVE SIZE im LYCHES U.S. STANDARD SIEVE No. HYDR061ETS.R 1 3 3/4 3/8 4 10 SO 40 80 140 200 100 0 I ,1 80 20 r~ E u 3 � M 60 40 o c Cn � w I � E- a. z 40 60 z U w � U L � W a I� 20 80 1 0 100 10a 10� 10 1 1T i�a 1( 3 ' GRAIN SIZE IN MILLIMETER D PTH SYMBOL BORING DESCRIPTION i O CURVEJ16 SANDY CLAY(SC) 0 CURVE,J17 CLAYEY SILT(ML) A CURVE118 CLAYEY SAND(SC) l_ Q CURVE;#19 SILTY SMO(SM) GRAIN SIZE DISTRIBUTION ' PALOMA del SOL Master Plan Community, Tract 24131 Project No. Temecula, California for. Mesa Homes 88-81-148-03 Converse Consultants Inland Empire Figure NO. A - 3 i 140 Nx 130 ' I 1 a 120 100 PER CE .�TURATION z SPECIFIC RA Y 2.70 c5 110 J F z a» i A 100 i � 90 ' 80 0 5 10 15 20 MOISTURE CONTENT IN PERCENT SAMPLE DEPTH TEST OPTIMUM MAXIMUM DR ' SYMBOL LOCATION (Lt) DESCRIPTION METHOD MOISTURE (ss) DENSITY (pc_ O CURVE1 10-11 SAND(SP),trgce gilt ASTM 0-1557 6.6 135.5 ❑ CURVE #2 02-04 SILTY SAND(SM),trace grav ASTM 13-1557 8.2 131.8 1 ' a CURVE #3 05-07 SANO(SP) ASTM D-1557 9.9 114.2 0 CURVE 44 22-24 SILTY SAND(SM) ASTM 0-1557 15.0 118.3 1 tr CURVE #5 47-48 SANDY SILT(ML) ASTM 0-1557 11.2 128.2 COMPACTION TEST PALOMA del SOL Master Plan Community, Tract 2 4 13 1 Tornev s. C&MOM a Project No. �. for Mass Homes 88--81-148-03 Converse Consultants Inland Empire Figure NO. A - 4 140 C ' 1 135 v 130 Q. 100 PERCENT SATURATION z SPECIFIC GRAYTTY = -2.70 w 125 i F Ems.. 1 � t A 120 L C' 115 , 1 ' 110 0 5 10 15 20 ' MOISTURE CONTENT IN PERCENTI SAMPLE DEPTH TEST OPTIMUM MAXIMUM DR SYUBOL LOCATION (it) DESCRIPTION METHOD MOISTURE DENSITY (pc 0 CURVE 16 SAND(SP),fine to coarse 01557-78 11.0 119.3 ' ❑ CURVE 17 SILTY/CLAYEY SAND(SM/SC) 01557-78 12.7 119.7 o CURVE #8 SILTY SAND(SM) 01557--78 8.5 134.0 0 CURVE J9 CLAYEY SAND(SC) D1557-78 7.9 129.5 CURVE 410 SILTY SAND(SM) D1557-78 8,2 129.3 COMPACTION TEST ' PALOMA doi SOL Master Plan Community, Tract 24191 Project No. Tomocula, California for: Mesa Homes 88-81-148-03 rConverse Consultants Inland Empire Figure No. A - 5 ;1 140 {' I 135 1 ' a 130 100 PERCENT SATUR4TIOA ? SPECIFIC CRAYITY = 2.70 - rs - 3 125 =` E 120 I., ' 110 0 5 10 15 20 ' MOISTURE CONTENT IN PERCEN SAMPLE DEPTH TEST OPTI3tUH MAXIMUM DR ' SYMBOL LOCATION (it) DESCRIPTION METHOD MOISTURE (z) DENSITY (pc O CURVE #11 SILTY SAND(SM) 01557-78 9.1 132.4 0 CURVE 1412 CLAYEY SAND(SC) 01557-78 10.1 129.1 o CURVE 113 SILTY SAND(SM) D 1557--78 8.9 131.9 0 CURVE #14 SILTY SAND(SM) D1557-78 8.2 115.1 ' 1.7 CURVE #15 CLAYEY SAND(SC) 01557-78 8.3 133.1 COMPACTION TEST ' PALOMA del SOL Master Plan Community, Tract 24131 Project No. Temecula, California tor: Mesa Homers 88-81-148--03 Converse Consultants Inland Empire Figure NO. A - 8 r ( 1 140 t l 1 a130 100 PERCENT SATURATIOI z SPECIFIC GRAVITY = .2.7C EE �- v 125 - I E z t � A 120 1 115 ; 1 1 110 0 5 10 15 20 ' MOISTURE CONTENT IN PERCENT SAMPLE DEPTH TEST OPTIMUM ' SYDd80L LOCATION (ft) DESCRIPTION MAI�dilM DF METH OD UOISTURE (ss) DENSITY' (pc 0 CURVE 116 SANDY CLAY(CL) D 1557-78 14.1 119.1 ❑ CURVE 117 CLAYEY SILT(ML) D 1557-78 14.1 118.2 ' CURVE #18 CLAYEY SANO(SC) 01557-75 9.2 127.1 0 CURVE #19 CLAYEY SAND(SC) 01557-78 10.8 124.8 ' COMPACTION TEST PALOMA del SOL Mawtw Plan Community, Tract 24131 TOM*CUls. cawomia Project No. for. M*" NonMa 88-81-148--03 ' Converse Consultants Inland Empire Figure No. A - 7 1 ; 1 140 i1 I ' 130 ' 120 >00 P CEN ATURATIDN z SPECIF GRA V Y = .2.70 1 r~ v 110 I F 100 90 , 1 80 0 5 10 15 20 ' MOISTURE CONTENT IN PERCENT ' SAUPLE DEPTH TEST OPTIMUM MAXIMUM DRl SYMBOL LOCATION (1t) DESCRIPTION METHOD MOISTURE (sl) DENSITY (pci I O CURVE J421 SILTY SAND(SM) ASTM D-1557 8.5 131.6 ' 0 CURVE 122 SANDY SILT(ML),trace clay ASTM D-1557 9.6 o CURVE 123 MISCELLANEOUS AGGRE. WE ASTM D-1557 8.6 125. 1 ' 0 CURVE 24 124.8 SILTY SAND(SM)Jime treat ASTM D-1557 7.0 127.3 ' tr CURVE 125 GRAVELLY SAND(SP) ASTM 0-1557 7.8 125.4 COMPACTION TEST ' PALO1MA dal SOL Master Plan Community, Tract 2 4 13 1 Tamacula, Caunornis Project No. for. Mosa Hoe+as 88--81-148-03 Converse Consultants Inland Empire Figure No. A - 8 c 1 � ill li II I i 11 1 v I I - I , � 140 F z � - ` � I 135 f � L I I I � � ' 130 - I 125 0 .5 10 15 20 ' MOISTURE CON""-7-. T IN PERCENT GYMEOL L0C.%MQN ](fV, DrS:.RL''"ICN �0D MCIS":URE DENSTEST OPM-M'M '�i MR P� (s�) DELI,. C CURVE 7-125 A=REG:,i c .+Sc AM0-1557 6.2 146.4 ' ❑ CURVE j28 A=REGA7 c 8115E ASTM 0-t 557 6.0 C O\ P ACTI O Ni TEST ' PALOMA erl SOL Master Pian Community. Tract 24131 Temecula. Callfomis Project NO. ter. Mesa Homes 88-- 1- 148--C3 ' Converse Consultants Inland Empire Fi-u=e No. A - g f 140 f' 130 ' a 120 100 PERCENT SATURATION z SPECIFIC GRAVITY = 2.70 F is v M ' 3 110 � F Q 100 E, 1 , l 90 80 0 10 20 30 40 ' MOISTURE CONTENT IN PERCENT SAMPLE DEPTH 'PEST OPTIMUM MAXIMUM DRY ' SYUBOL LOCATION (ft) DESCRIPTION METHOD MOISTURE (Z) nENsrrr (pcf; O CURVE #27 SILTY SAND(SM)Jime treat ASTM 0-1557 7.8 131.1 ' ❑ CURVE 129 SILTY CLAY(CL) ASTM 0-1557 17.0 111.1 ' COMPACTION TES T PALOMA del SOL Master Plan Community, Tract 24131 Temecula, California Project No. for: Mesa Homes 88-81-148--01 ' Converse Consultants Inland Empire Figure No. A - 10 4, r 4.0 � 1 � X z 2.0 a4 G� M .0 .0 2.0 4.0 6.0 8.0 10.0 NORMAL STRESS IN KSF 4.0 X1 w 2.0 +n x - Q w ' C" .0 ir .0 .1 .2 4 .5 HORIZONTAL DEFORMATION IN INCH l. � BORING/SAMPLE : CURVE V DEPTH (ft) ' DESCRIPTION : SILTY/CLAYEY SAND(SM/SC)f STRENGTH INTERCEPT (ksf) 1.110 (PEAK STRENGTH) FRICTION ANGLE (degree) 44.4 (PEAK STRENGTH) ' 0 Remolded at optimum moisture content to 90% of the laboratory maximum dry demity ' MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL SYMBOL CONTENT (59) (Pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf) ' O 12.9 106.9 .558 .50 1.56 1.01 0 11.5 105.1 .541 1.00 2.14 1.66 0 11.4 109.6 .520 2.00 3.05 2.40 DIRECT SHEAR TEST ' PALOMA del SOL Hasler Plan Community, Tract 24131 Project No. Temecula, California for. Mess Homes 88-81-148-03 Converse Consultants Inland Empire Figure No. A - 11 i 4.0 1 � ( x f In 2 0 w 1 En � F x .0 2.0 4.0 8.0 8.0 10.0 NORMAL STRESS IN KSF i 4.0 w I: ac z Cn 1� w � 2.0 a w .0 .0 .1 .2 .3 .4 ,5 HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE : CURVE J9 DEPTH (ft) ' DESCRIPTION : CLAYEY SAND STRENGTH INTERCEPT (ksf) .644 (PEAK STRENGTH) FRICTION ANGLE (degree) 47.7 (PEAK STRENGTH) f Remolded at optimum moisture content to 9o% of the laboratory maximum dry density MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL SYMBOL CONTENT (%) _ (pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf) 0 7.5 117.9 .413 .50 1.15 .a7 ❑ 5.6 120.0 .3aa 1.00 1.80 1.44 G 7.1 118.3 .409 2.00 2.82 2.21 DIRECT SHEAR TEST PALOMA del SOL Master Plan Community. Tract 24131 Temecula. California Project No. for. Mesa Homes 88-81-148-03 Converse Consultants Inland Empire Figure No. A -- 12 . 1 4.0 1 M X 2.0 Cyl i 1 � �44 G7 � .o .0 2.0 4.0 6.o 8.0 10.0 ' NORMAL STRESS -IN KSF 4.0 M Z w 2.0 E-- I Q w .0 .0 .1 .2 .3 .4 _g HORIZONTAL E D FORMATION IN INCH BORING/SAMPLE : CURVE #11 DEPTH (!t) . ' DESCRIPTION SILTY SANO(SM) f STRENGTH INTERCEPT (ksf) .972 (PEAK STRENGTH) FRICTION ANGLE (degree) 37.9 (PEAK STRENGTH) ' ► Remolded at optimum moisture content to 90% of the laboratory maximum dry density ' MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL SY>1iBOL CONTENT (z) _ (pc!) RATIO STRESS (ks!) SHEAR (ksf) SHEAR (ksf) O 1.1 127.7 .305 .50 1.32 .91 0 6.2 121.5 371 1.00 1.81 1.42 -- L1 7.2 120.3 _384 2.00 2.31 2.23 1 DIRECT SHEAR TEST ' PALOMA del SOL Master Plan Community, Tract 24131 Project NO. Temecula. California for. Mesa Houma 88-81-148-03 Converse Consultants Inland Empire Figure No. A - 13 1 i' 4.0 X z M 2.0 w 0 2.0 4.0 6.0 8.0 10.0 NORMAL STRESS IN KSF 4.0 ' w I � rn i w 2.0 F x � d W ' .0 .0 .1 .2 .3 .4 .5 HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE : CURVE #14 DEPTH (ft) DESCRIPTION : SILTY SAND(SLO STRENGTH INTERCEPT (ksf) 1.076 (PEAK STRENGTH) FRICTION ANGLE (degree) 49.2 (PEAK STRENGTH) ' f Remolded at optimum moisture content to 90% Of the laboratory maximun dry density ' MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL, SYMBOL CONTENT (59) (Pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf) ' O 10.3 101.5 .642 .50 1.46 1.06 O 8.5 103.7 .607 1.00 2.53 1.64 L_ n 8.9 103.4 .612 2.00 3.30 2.46 ;I DIRECT SHEAR TEST ' PALOMA del SOL Master Plan Community, Tract 24131 Project No. Temecule. California for. Mesa "Omee 88-81--148--03 Converse Consultants Inland Empire- Figure No. A - 14 4.0 ' fs 1 � Cn 2.0 ZO Q 1 .0 .0 2.0 4.0 6.0 8.0 10.0 ' NORMAL STRESS IN KSF 4.0 z 1 1n W 2.0 41 t. a w i f � .0 0 .1 .2 .3 .4', .5 i HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE BULK #15 DEPTH (ft) DESCRIPTION : CLAYEY SAND(SC)* STRENGTH INTERCEPT (ksf) 1.231 (PEAK STRENGTH) FRICTION ANGLE (degree) 39.2 (PEAK STRENGTH) f Remolded at optimum moisture content to 90% _. of the laboratory maximum dry density ' MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL SYMBOL CONTENT (ss) (pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf) ' 0 7.6 119.8 .390 .50 1.46 1.23 0 7_8 119.7 .392 1.00 2.31 1.94 ` 0 9.7 117.6 .433 2.00 2.77 2.45 DIRECT SHEAR TEST ' PALOMA del SOL Master Plan Community. Tract 24131 Project NO. Temeeuis. California for. Mess Homes 88-61--148-03 Converse Consultants Inland Empire Figure No. A - 16 r - r 4.0 X 2.0 r .0 2.0 4.0 6.0 3.0 10.0 rNORMAL STRESS IN KSF 40 �C z M w 2.0 L x 0 4 5 _0 .2 3 HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE : CURVE J16 DEPTH (ft) r DESCRIPTION : CLAYEY SAND STRENGTH INTERCEPT (kst) .473 (PEAK STRENGTH) FRICTION ANGLE (degree) 39.1 (PEAK, STRENGTH) r t fiamoided at optimum moisture content to 90% of Um laboratory maximum dry density MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL SYMBOL CONTENT (z) ( cf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf) 0 15.4 105.4 .580 .50 .80 .77 r0 14.0 106.8 .561 1.00 1.40 1.39 p 14.3 106.3 .568 2.00 2.06 2.02 _.r DIRECT SHEAR TEST PALOMA dal SOL Master Plan Community.Tract 24131 Project No. r Tam+cuW Caiffonue 88-81-148-03 for. Mesa Homes Converse Consultants Inland Empire Figure No. A - 1e `I 2.0 I ' In 1 Cn x 11 z I M M 1.0 w .0 1.0 2.0 3.0 4.0 5.0 . ' NORMAL STRESS IN KSF 2.0 Cn f ' Cn a 1 .0 Cn W �ACtiV CJ. Jr i ' O .- ' 0 1 _2 f ' HORIZONTAL DEFORMATION IN INCH BORING/SAMPLE : CURVE J17 DEPTH (ft) - ' DESCRIPTION : CLAYEY SILT(ML)* STRENGTH INTERCEPT (ksf) .927 (PEAK STRENGTH) FRICTION ANGLE (degree) 18.0 (PEAK STRENGTH) ' f Remolded at optimum moisture content to 90% of the laboratory maximum dry density MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL SYMBOL CONTENT (59) ( cr) RATIO STRESS (kst) SHEAR (ksf) SHEAR (ksf) 0 14.5 106.3 _568 .50 1.02 .88 14.3 106.8 .559 1.00 1.36 1.25 L. 15.1 105.6 .578 2.00 1.54 1.50 ' DIRECT SHEAR TEST ' PALOMA del SOL Nester Plan Community. Tract 24131 Project No. Temecuh. California for Me" Homes 88-81--148-03 Figure No. A - 17 Converse Consultants Inland Empire ' LOAD IN KIPS PER SQUARE FOOT to 10~99 i r , I ` I 2 1 � 1 � w 4 Q d U G Z g 891 � ' U Cs] a f 10 819 ' BORING CURVE #7 DESCRIPTION SILTY SAND(sM) 1 MOISTURE DRY DENSITY PERCENT VOID ' CONTENT (x) (pcf) SATURATION RATIO INITIAL 4.9 107.9 19 .799 ' FINAL 24.9 109.2 100 .777 L• Note: Solid circles indicate readings after addition of water CONSOLIDATION TEST PALOMA dd SOL Maatrr Plan Commm".Tract 24131 Project No. r.mocx1.. C*WornW M*" Homas ton 8$-»91-14$—°3 r: Converse Consultants Inland Empire Figure No. A - 16 L. , 1 1 LOAD IN KIPS PuR SQUARE FOOT 01 10 432 I 1 2 .404 1 z 4 .375 ^" z E- D U A Z 6 .348 1 U i 1 a .318 ,1 10 aea i 1 BORING ' CURVE #9 DESCRIPTION CLAYEY SAND(SC) 1 MOISTURE DRY DENSTTY PERCENT VOID CONTENT (z) (Pcf) SATURATION RATIO 1 INITIAL 7.6 117.8 48 .432 FINAL, 13.4 120.3 90 .402 ll Note: Solid circles indicate readings after addition of water CONSOLIDATION TEST PALOMA del SOL Master Plan Community. Tract 24131 Project No. ' Temecula. CaWornis 88-81-148-03 for. Mesa 1lomes Converse Consultants Inland Empire Figure No. A - 19 ,i . 1 1 LOAD IN KIPS PER SQUARE FOOT a 10 1 1 10 1O 636 1 1 ' 2 I .603 ' Ey C7 ' 1 W Z .570 4 O Z Q U G �. .' $ O � .538 7 U W a �. ' 8 .506 { 10 .472 ' BORING CURVE #11 DESCRIPTION SILTY SAND(SM) MOISTURE DRY DENSITY PERCENT VOID ' CONTENT (95) (pcf) SATURATION RATIO INITIAL 13.0 114.5 61 .636 FINAL 20.8 115.3 100 .624 ' Nate: Solid circles indicate readings after addition of water ' CONSOLIDATION TEST PALOMA del SOL Master Plan Community, Tract 24131 Project No. ' Temecula. CaMo ria 88—81—148—03 for. Mesa Haman Converse Consultants Inland Empire Figure No. A - 20 1 LOAD IN KIPS PER SQUARE FOOT 10 10 Bas L �1 I 1 2 e EE- T u � F x U p F• Z g 585 �7 1 U � a w a 1 10 Ogg 1 BORING CURVE #14 DESCRIPTION SILTY SANO(SM) MOISTURE DRY DENSITY PERCENT VOID 1 CONTENT (5g) ( ef) SATURATION RATIO INITIAL 13.2 101.3 54 .665 1 FINAL 21.7 103.7 94 .627 Note: Solid circles indicate readings after additioa of water 1 CONSOLIDATION TEST PALOMA d*1 SOL Maeter Plan Community, Tract 24131 Project No. Tennecula. California for. M.ee Honwe 88-61--148-03 Converse Consultants Inland Empire Figure No. A - 21 LOAD IN KIPS PER SQUARE FOOT 10 14 Q.582 i ' —10 I.1I J1 .505 2 t7 ' 1 W .448 W E. l:.. Q � A U O 4 Z 2 .391 7 W 1� a .334 1. 6 I ' .2" 10 F BORING CURVE #15 DESCRIPTION CLAYEY SAND(SC) ' MOISTURE DRY DENSITY PERCENT VOID CONTENT (z) ( cf) SATURATION RATIO ' Wes, 7.1 120.5 47 .420 FINAL 14.8 121.5 100 .408 i Note: Solid circles indicate readings after addition of water ' CONSOLIDATION TEST PALOMA del SOL Master Plan Community, Tract 24181 Project No. Ta nwcuh6 CaWonvia 88--81-148-03 ' for. Mesa Homes Figure No. A - 22 Converse Consultants Inland Empire l_ . 1 1- LOAD IN IQPS PER SQUARE FOOT i u 10 1 1 10 10 ado t, z I dU t.' E Z .594 4 W O ` Z Q x t� e .581 7 U W .528 10 .494 ' BORING CURVE #16 DESCRIPTION SANDY CLAY(SC) 1 - MOISTURE DRY DENSITY PERCENT VOID CONTENT (50 ( cf) 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 24131 Project No. ' Temeculs. CaWamia for: Mesa Homes 88-81-148—a3 Converse,Consuttants Inland Empire Figure No. A - 23 r, 1 LOAD IN IGPS PER SQUARE FOOT z —la1CI'` 1 10 10.78z 11 f1 —8 .717 U w z _x .852 1 0 u d e x x A 0 2 sea ? x w i a+ i ,1 10 .458 i.� ' BORING CURVE #17 DESCRIPTION CLAYEY S1LT(ML) D[OISTURE DRY DENSITY PERCENT VOID CONTENT ( ) (Pcf) SATURATION RATIO ' UUTIJ&L 13.4 107.3 60 .620 FINAL 21.9 107.9 100 .612 ' Note: Solid circles indicate readings after addition of water CONSOLIDATION TEST PALOIMA del SOL Master Plan Conwnunity, Tract 24131 Project No. Temecula. cawarr" 88-81-148-03 for. Mesa Names Converse Consultants Inland Empire Figure No. A - 24 i 1 i 1 APPENDIX B SUMMARY OF FIELD DENSITY TESTS 1 L. 1 : 1 , 1 - 1 ' Palo= Oel Sal / Mesa Haines Project Number: 88-81-148-03 TABLE 1 SL11MART OF FIELD TEST RESULTS t POINT Test Approximate Approximate Approximate Field Relative IOENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ' ICATION Elevation (ft) Below Test (ft) Density Content M Type M ................................................................................................................................ A0001 4-12-90 Tract 24131, Lot 101 1214.0 0.0 119 9.2 10 92 ' A0002 " Lot 94 1212.0 0:0 119 8.5 10 91 A0003 " Camino Herencia St, Adjacent Lot 109 1209.0 0.0 119 11.2 12 91 A0004 " Lot Ill 1203.0 5.0 120 10.0 12 93 A0005 " Lot 117 1183.0 0.0 ill 10.2 14 96 A0006 " Lot 121 1181.0 0.0 ill 9.7 14 96 A0007 " Meadows Parkway, Station 147+00 1182.0 0.0 109 9.0 14 95 AD= " Lot 121 1178.0 0.0 110 9.9 14 96 ' A0009 " Lot 55 1177.0 0.0 110 10.2 14 96 A0010 " Lot 117 1185.0 2.0 120 9.5 13 91 A0011 4-13-90 Lot 115 1195.0 7.0 119 9.5 12 91 A0012 " Lot 116 1193.0 5.0 118 11.2 12 91 E A0013 " Lot 120 1186.0 2.0 109 12.0 7 91 A0014 " Lot 109 1213.0 2.0 ill 13.5 7 92 ' A0015 Lot 113 1198.0 4.0 118 11.0 12 91 A0016 " Via JumiLLB Street, Adjacent Lot 122 1186.0 4.0 118 10.2 12 91 s A0017 McCabe St., Station 26+55 1200.0 9.0 112 13.2 7 94 A0018 " Station 24+40 1200.0 7.0 112 12.7 7 93 A0019 " Station 28+80 1189.0 4.0 ill 11.5 7 92 A0020 " Station 26+20 1200.0 4.0 110 13.5 7 91 A0021 4-16-90 Station 26+15 1203.0 10.0 117 10.0 12 90 ' A0022 " Station 27+20 1202.0 5.0 117 9.8 12 90 r A0023 " Station 27+00 1204.0 9.0 118 9.6 12 91 A0024 " Station 26+00 1209.0 7.0 117 10.2 12 90 ' A0025 " Station 25+00 1214.0 9.0 114 9.9 12 88 - A0026R " Retest of A0025 1214.0 9.0 117 10.1 12 90 A0027 " McCabe Street, Station 25+10 1209.0 3.0 1151 10.1 12 88 A0028 " McCabe Street, Station 25+60 1206.0 5.0 113 , 7.6 12 87 ' A0029R " Retest of A0027 1209.0 3.0 117 8.6 12 90 A0030R " Retest of A0028 1206.0 5.0 119 9.3 12 91 A0031 " McCabe St., Station 23+90 1213.0 11.0 118 10.4 12 91 ' A0032 McCabe Street, Station 22+90 1215.0 10.0 119 11.1 12 92 A0033 " McCabe Street, Station 27+00 1205.0 4.0 117 10.6 12 90 A0034 " McCabe Street, Station 25+00 1209.0 2.0 117 10.9 12 90 ' A0035 " Lot 49 1185.0 11.0 119 7.4 12 92 A0036 " Lot 48 1184.0 10.0 117 7.7 12 91 A0037 " Lot 51 1188.0 10.0 113 7.5 12 87- A0038R " Retest of A0037 1188.0 10.0 119 10.0 12 91 A0039 " Lot 58 1189.0 7.0 120 9.1 12 93 �- A0040 " Lot 57 1196.0 13.0 117 8.6 12 90 A0041 " Lot 56 1201.0 20.0 119 10.0 12 91 A0042 Lot 50 1194.0 16.0 118 11.1 12 91 A0043 " Lot 57 1196.0 18.0 117 10.6 12 90 1 kaloma Del SoL / Mesa Hanes Project 'Nunber. 88-81-148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS i POINT Test Approximate Approximate Approximate Field Relative JIDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (X) Type (X) jA*O44 4-16-90 Tract 24131, Lot 59 1194.0 11.0 119 9.8 12 92 A0045 " Canyon 80' E of Mdws Pkwy Ste 146+60 1213.0 13.0 122 5.3 12 94 A0046 " Canyon 90, E of Mdws Pkwy Ste 146+50 1215.0 10.0 117 7.2 12 91 A0047 " Canyon 280, E of Mdws Pkwy Sta 147+0012t7.0 12.0 117 5.9 12 90 A0048 " Canyon 240' E of Mdws Pkwy Ste 147+301216.0 6.0 117 9.9 12 90 A0049 " Canyon 320' E of Mdws Pkwy Ste 148+001226.0 7.0 120 9.8 12 92 A0050 " Canyon 260' E of Mdws Pkwy Ste 148+001228.0 5.0 121 10.4 12 93 FA0051 " Canyon 70' E of Mdws Pkwy Sta 147+00 1208.0 8.0 110 12.5 7 91 0052 Canyon 1504 E of Mdws Pkwy Sts 147+001212.0 12.0 ill 11.6 7 93 A0053 " Canyon 300, E of Mdws Pkwy Sta 147+001219.0 10.0 107 10.4 7 89. IA004R " Retest of A0053 1219.0 10.0 109 13.1 7 91 A0055 " Cyn Mdws Pkwy 120' E of Sta 146+80 1211.0 11.0 114 11.5 7 95 A0056 4-23-90 Lot 56 1179.0 0.0 125 10.1 12 96 A0057 " Lot 52 1181.0 5.0 124 11.7 12 95 (• A0058 Lot 49 1179.0 1.0 125 9.9 12 97 t I A0059 " Lot 62 1185.0 1.0 124 10.4 12 96 i A0060 " Lot 59 1185.0 1.0 124 11.3 12 96 A0061 " Lot 57 1188.0 6.0 114 12.1 7 95 A0062 " Lot 46 1185.0 9.0 116 13.2 7 96 A0063 " Lot 61 1186.0 1.0 123 11.1 12 95 A0064 Lot 35 1176.0 2.0 126 10.9 12 97 1 A0065 Lot 22 1176.0 2.0 126 9.8 12 97 A0066 " Lot 21 1175.0 . 1.0 115 11.1 7 96 A0067 " Lot 40 1176.0 2.0 116 12.4 7 96 A0068 " Lot 37 1173.0 2.0 114 13.3 7 95 A0069 " Lot 18 1173.0 5.0 116 11.7 7 97 A0070 " Lot 38 1175.0 1.0 125 10.4 12 96 A0071 " Lot 16 1173.0 3.0 123 11.7 12 95 A0072 " Canyon E. of Mdws Pkwy, Sta 146+40 1216.0 9.0 109 13.1 7 91 A0073 " Canyon E of Mdws Pkwy, Ste 147+90 1225.0 6.0 114 6.3 7 95 A0074 " Carryon E of Mdws Pkwy, Ste 147+90 1218.0 6.0 111 6.4 7 92 'A0075 " Canyon E of Mdws Pkwy, Sta 148+00 1227.0 10.0 106 14.4 7 88 A0076R " Retest of A0075 1225.0 10.0 ill 10.6 7 92 A0077 Canyon E of Mdws Pkwy, Sta 147+60 1225.0 8.0 109 10.1 7 91 'A0073 " Canyon E of Ndws Pkwy, Sta 148+30 1226.0 9.0 111 12.6 7 93 A0079* " Canyon E of Mdws Pkwy, Sta 146+25 1213.0 11.0 ill 10.1 7 93 A0080* " Carryon E of Mdws Pkwy, Sts 148+20 1225.0 8.0 107 11.6 7 89• 'A0081R* " Retest of A0080 1225.0 8.0 110 10.6 7 92 AD082* " Canyon E of Mdws Pkwy, Sta 148+00 1224.0 5.0 111 9.8 7 92 A0083* " Canyon E of Mdws Pkwy, Ste 146+90 1200.0 18.0 110 8.6 7 92 A0084* " Canyon E of Mdwa Pkwy, Ste 146+50 1223.0 11.0 Ill 11.1 7 92 - A0085 " Canyon E of Mdws Pkwy, Sts 146+40 1220.0 10.0 112 12.5 7 93 A0086 " Tract 24131, Lot 50 1194.0 9.0 117 10.6 12 90 - 'Paloma Del Sol / Mesa Homes Project Number: 88.81-148-03 TABLE 1 SLWIARY OF FIELD TEST RESULTS ' POINT Test Approximate oximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction !i! ICATION Elevation (ft) Below Test (ft) Density Content (%) Type M r - ----------------------------- --------------------------------------------------.......................-- ----- ............. A0087* 4-23-90 24131, Lot 57 1187.0 6.0 118 9.8 12 91 'A0088* " Lot 47 1189.0 6.0 119 11.0 12 92 A0089* " Lot 55 1187.0 9.0 117 13.6 12 90 A0090 " Lot 52 1149.0 9.0 117 10.4 12 90 AO091 " Lot 60 1190.0 6.0 120 9.9 12 93 AO092 " Lot 47 1186.0 6.0 120 10.1 12 92 A0093 " Lot 49 1186.0 8.0 121 11.1 12 94 A0O94 " Lot 53 1188.0 7.0 120 12.6 12 93 ' A0095 " Lot 54 1192.0 6.0 118 12.0 12 91 ILI A0096 " Lot 19 1176.0 3.0 125 9.1 10 96 A0097 " Lot 34 1183.0 4.0 118 11.0 10 90 A0098 " Lot 38 1179.0 4.0 125 10.7 10 96 i A0099 " Lot 17 1174.0 4.0 123 10.4 10 95 A0100 " Lot 36 1180.0 5.0 125 9.9 12 96 i A0101 " Lot 39 1177.0 4.0 121 11.7 12 93 ' A0102 " Lot 34 1193.0 4.0 124 10.3 10 96 A0103 " Lot 39 1178.0 4.0 124 10.9 12 96 A0104 " Lot 20 1178.0 4.0 124 9.6 12 96 ( A0105 " Lot 39 1179.0 5.0 124 11.1 12 96 A0106 " Lot 36 1180.0 5.0 126 10.6 12 97 A0107 " Lot 20 1178.0 5.0 126 9.1 12 97 A0108 " Lot 16 1175.0 5.0 125 8.8 12 97 A0109 " Lot 18 1175.0 5.0 124 11.9 12 95 A0110 " Lot 21 1181.0 21.0 124 10.0 12 95 i A0111 " Lot 23 1190.0 28.0 125 10.6 12 96 A0112 4-24-90 Meadows Parkway, Station 147+00 1216.0 22.0 108 12.0 T 90 AO113 " Meadows Parkway, Station 146+80 1216.0 23.0 111 11.3 7 92 AO114 " Meadows Parkway, Station 147+90 1225.0 25.0 113 10.6 7 94 ' A0115 " Meadows Parkway, Station 147+50 1221.0 28.0 110 9.1 7 91 A0116 " Meadows Parkway, Station 146+90 1217.0 25.0 108 8.8 7 90 AO117 " Meadows Parkway, Station 146+70 1215.0 28.0 116 11.9 T 97 ' A0118 " Meadows Parkway, Station 147+00 1219.0 25.0 114 12.5 7 95 A0119 " Meadows Parkway, Station 147+80 1221.0 23.0 116 11.3 7 95 A0120 " Meadows Parkway, Station 147+40 1222.0 29.0 106 6.9 7 88- A0121R " Retest of A0120 1222.0 29.0 112 9.3 7 94 A0122 " Meadows Parkway, Station 147+30 1220.0 25.0 103 12.6 7 90 ` A0123 " Meadows Parkway, Station 146+70 1216.0 26.0 110 11.1 7 92 A0124 " Meadows Parkway, Station 147+30 1213.0 18.0 111 13.3 7 93 A0125 " Meadows Parkway, Station 147+70 1228.0 28.0 114 10.9 7 95 t. A0126 " Meadows Parkway, Station 147+00 1217.0 27.0 115 12.1 7 % A0127 4-25-90 Lot 119 1217.0 35.0 109 10.1 7 91 A0128 of Slope, Adj. Lot 123 1218.0 21.0 109 11.6 7 91 A0129 is Lot 123 1215.0 23.0 110 12.4 7 92 -1 1 Projectbe Numr: 88-$1-148-03 TABLE 1 SL"IART OF FIELD TEST RESULTS j t PAINT Test Approximate Approximate Approximate Field Relative 1DENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction t ' ............................................................... Elevatian-(ft).--9elow'Test•(fq--Danaity..Content TYP+ '(%)_ ...(%)------- iGTION A0130 4-25-90 Tract 24131, Lot 121 1214.0 27.0 111 13.1 7 93 ' A0131 "' Slope, Adj. Lot 120 1216.0 29.0 109 9.9 7 91 A0132 " Lot 124 1219.0 24.0 110 8.6 7 92 A0133 " Lot 124 1213.0 24.0 112 7.9 7 93 ' AO " Lot 119 1217.0 35.0 110 10.1 7 92 A0135 " Lot 134 1215.0 27.0 108 12.3 7 90 A0136 " Slope, Adj". Lot 120 1216.0 29.0 109 13.1 7 91 A0137 " Lot 120 1217.0 35.0 114 12.6 7 95 ' A0138 4.26-90. Carryon E. of Ndws Pkwy, Ste 147+00 1219.0 22.0 110 8.6 7 91 A0139 ■ Carryon E of Ndws Pkwy, Ste 147+80 1220.0 8.0 109 10.1 7 91 A0140 " Canyon E of Mdws Pkwy, Ste 147+50 1215.0 7.0 112 11.3 7 93 F ' A0141 " Carryon E of Ndws Pkwy, Ste 147+40 1224.0 17.0 108 12.9 7 90 A0142 " Cany 108 on E of Mdws Pkwy, Ste 146+50 1216.0 9.0 108 10.6 7 91 A0143 " Carryon E of Ndws Pkwy, Ste 146+80 1219.0 17.0 ip,t 7 90 ' A0144 " Canyon E of Mdws Pkwy, Ste 146+70 1224.0 17.0 110 9.6 7 91 A0145 " Carryon E of Mdws Pkwy, Ste 147+50 1216.0 14.0 105 12.6 7 90 A0146 " Canyon E of Mdws Pkwy, Ste 147+70 1223.0 8.0 110 13.3 T 91 A0147 " Carryon E of Mdws Pkwy, Ste 146+80 1219.0 22.0 109 15.1 7 90 ' A0148 4-27-90 Lot 117 1222.0 35.0 Ill 8.9 7 92 U A0149 " Lot 118 1219.0 32.0 112 11.6 7 93 A0150 " Lot 119 1219.0 35.0 110 12.1 7 92 ' A0151 " Lot 120 1217.0 35.0 109 12.5 7 90 E A0152 " Lot 121 1215.0 33.0 108 9.1 7 90 A0153 " Lot 119 1219.0 34.0 109 10.6 7 90 A0154 " Lot 117 1222.0 37.0 ill 11.3 7 92 A0155 " Lot 122 1216.0 33.0 Ill 10.9 7 92 A0156* " Tract 24131-3, Lot 22-3 1815.0 7.0 114 12.0 7 95 A0157* " Lot 35-3 1815.0 6.0 112 10.5 7 93 A0158 " Lot 21-3 1186.0 9.0 114 11.3 7 95 A0159 • Lot 39-3 1186.0 11.0 114 10.8 7 95 A0160 " Lot 37-3 1187.0 13.0 ill 12.0 7 92 A0161 " Corte Vlore St., Adj. Lot 36-3 1187.0 13.0 114 9.7 7 95 A0162 " Lot 19-3 1188.0 17.0 106 10.3 7 89, A0163R " Retest of A0162 1188.0 17.0 114 10.4 7 95 ' A0164 4.30-90 Lot 13-3 1183.0 3.0 109 12.3 17 92 A0165 " Lot 15-3 1183.0 7.0 108 11.9 17 91 A0166 " Lot 36-3 1183.0 2.0 108 11.7 17 91 A0167 0 Lot 14-3 1185.0 7.0 108 11.6 17 91 ' A0168 " Lot 36-3 1185.0 3.0 ill 12.8 17 93 A0169 Via Arias, Adj, Lot 13-3 1185.0 5.0 112 13.1 17 94 A0170* " Via Arias & Calle Avalla 1185.0 10.0 116 14.6 17 98 A0171* " Lot 20-3 1187.0 13.0 112 10.8 17 95 A0172 " Lot 35-3 11a7.0 3.0 Ica 14.4 17 91 Llama Del Sol / Mesa Names Project Number- U-81-148-03 TABLE 1 SIRMARY 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 (%) AO173 4-30.90 Tract 24131-3, Lot 36.3 1187.0 10.0 108 13.8 17 91 'A0174 Lot 38-3 1187.0 11.0 110 10.2 17 92 A0175 " Corte Illora St., Adj. Lot 39-3 1189.0 11.0 105 11.7 17 88 A0176R " Retest of A0175 1189.0 11.0 ill 12.5 17 93 A0177 " Lot 33-3 1189.0 5.0 114 10.6 17 96 A0178* " Lot 23-3 1189.0 5.0 108 10.4 17 91 A0179 5-01-90 Tr24131, Corte Gardano, Adj Lot 839561212.0 28.0 117 12.9 12 90 A0180 " Lot 122 1214.0 29.0 117 12.2 12 90 A0181 " Lot 119 1218.0 36.0 122 10.7 9 94 r. A0182 " Lot 58 1196.0 10.0 121 10.2 12 93 A0183 " Lot 48 1190.0 13.0 121 9.5 10 93 'A0184 " Lot 60 1195.0 7.0 120 9.2 10 92 A0185 " Lot 58 1195.0 17.0 120 7.5 10 93 A0186 " Lot 120 1216.0 30.0 120 11.2 12 93 + 'A0187 " Meadows Parkway, Sta 147+50 1218.0 20.0 110 11.0 7 92 A0188 Meadows Parkway, Sta 148+10 1218.0 20.0 110 10.5 7 91 1 A0189* Lot 47 1189.0 14.0 117 10.4 10 90 (( A0190* " Lot 47 1182.0 9.0 113 13.2 7 94 ' A0191 " Lot 36 1189.0 12.0 117 12.2 12 90 - A0192 " Lot 39 1189.0 13.0 115 11.8 12 80, A0193 Lot 17 1179.0 9.0 120 9.4 12 92 i A0194R " Retest of A0192 1189.0 13.0 121 10.2 12 93 A0195 " Tract 24131-2, Lot 113-2 1160.0 0.0 118 9.9 12 91 A0196 " Lot 17-2 1155.0 0.0 119 11.1 12 92 A0197* 5-02-90 Lot 89-2 1158.0 2.0 115 11.3 12 89 A0198* " Lot 112-2 1162.0 2.0 116 11.0 12 89 A0199R* " Retest of A0197 1158.0 2.0 118 11.0 12 91 A0200* " Lot 88-2 1160.0 3.0 120 10.0 12 93 A0201* N Lot 16-2 1157.0 3.0 116 11.0 12 90 A0202R* " Retest of A0198 1162.0 2.0 117 11.1 12 90 A0203* " Greenbelt, Adj. Lot 82-2 1168.0 2.0 112 13.0 7 94 ' A0204 No Test A0205 No Test A0206 No Test JA0207 " Tract 24131, Lot 55 1207.0 27.0 120 12.3 12 93 A0208 " Via Jumilla Street, Adj. to Lot 122 1210.0 28.0 121 10.7 12 93 A0209 " Lot 118 1218.0 28.0 120 11.2 12 92 A0210 McCabe St., Station 27+40 1219.0 12.0 120 10.7 12 93 ' A0211 McCabe Street, Station 26+30 1220.0 24.0 119 10.9 12 92 - A0212 5-03-90 Lot 82 1207.0 10.0 109 7.3 7 91 A0213 " Lot 61 1202.0 14.0 ill 8.7 7 92 A0214 " Lot 43 1195.0 14.0 110 8.6 7 91 A0215 " Lot 59 1202.0 15.0 112 9.1 7 93 Paloma Del Sol / Mesa Hanes Project Him' or: 88.81.148-03 TABLE 1 ' SLWARY OF FIELD TEST RESULTS t POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Corpaction ICATION Elevation (ft) Below Test (ft) Density Content M Type (X) A0216 5-03-90 Tract 24131, Lot 57 1201.0 17.0 ill 10.1 7 92 A0217 " Lot 121 1208.0 26.0 110 8.3 7 91 _ A0218* " Lot 50 1201.0 23.0 110 11.1 7 91 A0219* " Lot 60 12%.0 18.0 ill 9.9 7 93 'A0220* " Lot 81 1209.0 7.0 112 8.9 7 93 A0221 " Corte Gardano, Adj. Lot 82 1208.0 21.0 112 10.5 7 93 A0222 " Lot 122 1215.0 30.0 ill 12.9 7 92 A0223 " Lot 42 1201.0 5.0 ill 10.8 7 92 ' A0224 " Lot 48 1203.0 28.0 110 10.9 7 91 A0225 " Corte Gardano, Adj. Lot 58 1206.0 16.0 ill 11.1 7 92 A0226 " Lot 53 1200.0 18.0 107 8.6 7 89 A0227R Retest of A0226 1200.0 18.0 109 10.6 7 90 I A0228 " Lot 84 1208.0 21.0 109 9.3 7 91 A0229 Tract 24131-3, Lot 34-3 1196.0 18.0 112 10.1 7 93 ' A0230 Tract 24131, Lot 48 1201.0 23.0 114 11.3 7 94 A0231 " Lot 50 1202.0 28.0 ill 12.5 7 92 4 A0232 " Corte Gardano, Adj. Lot 60 1202.0 10.0 108 13.1 7 90 A0233 " Lot 48 1203.0 22.0 116 9.5 7 96 ' A0234 " Lot 49 1203.0 29.0 110 10.2 7 91 L A0235- " Lot 56 1207.0 25.0 110 9.6 7 92 A0236* " Lot 50 1202.0 24.0 110 11.6 7 92 ' A0237 " Lot 53 1201.0 21.0 108 10.8 7 90 f A0238 " Lot 51 1207.0 20.0 110 11.6 7 91 A0239 " Lot 48 1203.0 28.0 Ill 10.1 7 92 A0240 " Tr24131-1/Montelegro W Adj Lot 13-1 1123.0 0.0 121 8.4 9 93 A0241 " Lot 15-1 1125.0 0.0 119 8.1 9 91 A0242 " Slope Adj. Lot 74-1 1130.0 0.0 ill 5.3 9 86 A0243R " Retest of A0242 1130.0 0.0 118 8.3 9 90 ' A0244 " Lot 86-1 1129.0 1.0 Ill 4.8 9 86 A0245R " Retest of A0244 1129.0 1.0 121 7.8 9 93 A0246* " Lot 85-1 1134.0 1.0 129 7.5 9 99 J A0247- " Lot 75-1 1133.0 1.0 119 8.5 9 92 A0248 " Lot 76-1 1133.0 1.0 122 8.3 9 94 A0249 " Via Candeleda, Adj. Lot 33-1 1143.0 1.0 120 7.7 9 92 ' A0250 " Lot 80-1 1143.0 1.0 114 4.9 9 88 A02SIR " Retest of A0250 1143.0 1.0 122 7.1 9 94 A0252 " Lot 31-1 1138.0 1.0 119 6.9 9 92 A0253 " Tract 24131, Lot 46 1201.0 22.0 ill 13.2 7 92 ' A0254 " Lot 50 1203.0 25.0 110 12.5 7 91 A0255 " Lot 48 1205.0 28.0 110 9.6 7 92 A0256 " Lot 56 1209.0 27.0 109 9.9 7 90 ' A0257 " Lot 46 1201.0 24.0 111 11.4 7 92 A0258 " Lot 51 1208.0 33.0 109 10.6 7 91 1 'Paloma Del Sol / Mesa Hanes 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 ICATtON Elevation (ft) Wow Test (ft) Density Content (X) Type (X) A0259 5-03-90 Tract 24131, Lot 56 1209.0 27.0 108 12.3 7 91 ' A0260 " Lot 56 1209.0 27.0 109 12.6 7 91 A0261 " Lot 53 1202.0 20.0 107 11.8 7 89 A026211 " Retest of A0261 12D2.0 20.0 108 11.7 7 90 ' A0263 5-04-90 Lot 49 1205.0 28.0 110 12.1 7 91 A0264 " Lot 50 1204.0 26.0 ill 13.1 7 92 A0265 " Tract 24131-1, Lot 76-1 1133.0 0.0 125 7.2 9 96 ' A0266 " Lot 79-1 1138.0 0.0 120 7.6 9 92 A0267 " Lot 30-1 1140.0 0.0 122 8.1 9 94 A0268 " Lot 81-1 1138.0 1.0 119 6.7 9 92 A0269 is Lot 77-1 1142.0 2.0 115 5.3 9 88- A0270* " Lot 78-1 1141.0 5.0 121 7.0 9 93 A0271* Via Sande, Adj. Lot 79-1 1142.0 2.0 118 7.4 9 91 A0272 " Lot 32-1 1139.0 2.0 118 8.4 9 91 ' A0273 " Lot 33-1 1141.0 2.0 114 5.1 9 88 A0274 " Meadows Parkway, Adj. Lot 32-1 1144.0 2.0 120 11 6.9 9 92 A0275* " Lot 30-1 1145.0 2.0 122 7.6 9 94 ' A0276* " Slope, Adj. Lot 30-1 1143.0 2.0 121 7.7 9 93 A0277 ' Lot 30-1 1147.0 2.0 121 7.5 9 93 A0278 " Lot 33-1 1145.0 2.0 112 4.9 2 86 A0279 " Meadows Parkway, Adj. Lot 33-1 1147.0 2.0 122 8.3 9 94 ' A0280 " Lot 14-1 1127.0 3.0 119 7.0 9 92 A0281 ' Lot 87-1 1131.0 3.0 123 7.4 9 95 A0282 " Slope, Adj. Lot 83-1 1133.0 3.0 124 7.3 9 95 ' A0283 " Lot 75-1 1134.0 3.0 125 8.3 9 97 AO284 " Lot 83-1 1137.0 3.0 123 6.7 9 94 A0285R " Retest of A0269 1142.0 2.0 117 7.0 9 90 A0286R " Retest of A0273 1141.0 2.0 118 7.4 9 91 A0287R " Retest of A0278 1145.0 2.0 122 8.1 9 94 A0288 5-07-90 Lot 94-1 1143.0 6.0 114 5.2 9 87 A0289 Is Lot 17-1 1143.0 13.0 110 4.7 9 85 ' A0290 is Lot 80-1 1146.0 11.0 107 4.9 9 83 A0291 " Via Candeleda, Adj. Lot 79-1 1146.0 10.0 113 5.1 9 87 A0292R " Retest of A0288 1143.0 6.0 120 7.4 9 92 ' A0293R " Retest of A0289 1143.0 13.0 119 7.9 9 91 A0294R " Retest of A0290 1146.0 11.0 122 6.7 9 94 A0295R " Retest of A0291 1146.0 10.0 121 7.2 9 93 ' A0296 No Test A02997 No Test A0298 No Test ' A0299 No Test A0300 No Test A0301 No Test I' Patawa Del Set / Mesa Hanes Project N109W: da-81.148-03 TABLE 1 St#MART OF FIELD TEST RESULTS 1 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 (%) ' A0302 No Test A0303 No Test A0304 5-07-90 Tract 24131, Lot 46 1202.0 25.0 108 12-2 7 90 A0305 " Lot 50 1204.0 23.0 113 9.1 7 94 ' A0306 " Lot 49 1207.0 30.0 114 11.7 7 95 A0307 " Lot 56 1210.0 28.0 109 12.3 7 90 A0308 • Lot 53 1203.0 21.0 110 12.9 7 92 ' A0309 " Lot 51 1209.0 32.0 110 11.9 7 92 A0310 " Lot 48 1205.0 27.0 112 12.6 7 93 • A0311 " Lot 56 1209.0 27.0 110 13.9 7 92 A0312 • Lot 52 1204.0 27.0 109 12.7 7 91 t ' A0313 " Lot 58 1211.0 27.0 110 13.6 7 91 A0314 Lot 46 1205.0 26.0 109 11.7 7 91 A0315 " Lot 50 1207.0 26.0 109 12.3 7 91 A0316 Lot 101 1220.0 3.0 109 12.7 7 90 A0317 " Lot 95 1217.0 5.0 110 13.9 7 92 A0318 " Lot 105 1226.0 4.0 110 14.1 7 92 ' A0319 " Lot 107 1218.0 2.0 10a 13.7 7 90 A0320 " Lot 93 1220.0 5.0 109 11.1 7 91 L- A0321 " Lot 97 1223.0 5.0 110 12.6 7 92 A0322 " Lot 110 1215.0 8.0 109 13.9 7 91 ' A0323 " Lot 104 1227.0 3.0 108 12.0 7 90 A0324 " Lot 103 1223.0 3.0 108 12.4 7 90 A0325 " Lot 106 1226.0 7.0 109 13.9 7 91 ' A0326 No Teat ! A0327 5-08.90 Lot 109 1219.0 12.0 109 11.0 7 91 A0328 " Lot 96 1225.0 11.0 109 14.3 7 90 ' ADM " Lot 100 1222.0 6.0 108 14.9 7 90 A0330 " C mind Herencia, Adj. Lot 96 1224.0 8.0 107 13.6 7 89 A0331 " Lot 105 122a.0 3.0 108 15.3 7 90 A0332 • Lot 94 1226.0 11.0 108 12.9 7 90 A0333 " Lot 102 1225.0 8.0 110 11.4 7 92 A0334 " Lot 108 1222.0 9.0 108 13.7 7 90 A0335 " Lot 108 1224.0 3.0 109 15.6 7 91 ' A0336 " Lot 95 1228.0 13.0 108 14.3 7 90 A0337 " Camino Herencia, Adj Lot 96 1226.0 11.0 111 ILL 7 93 A0338 ■ Lot 101 1226.0 10.0 111 11.0 7 92 ' A0339 Lot 93 1227.0 8.0 109 14.1 7 91 A034OR " Retest of A0330 1224.0 8.0 109 13.9 7 91 A0341 5-09-90 Lot 112 1203.0 5.0 111 10.6 7 93 A0342 " Lot 115 1193.0 4.0 109 12.8 7 91 A0343 " Lot 85 1218.0 5.0 108 13.2 7 90 A0344 " Gmino Herencia, Adj Lot 85 1219.0 6.0 112, 10.1 7 93 'Pal oma Del Sol / Mesa Hanes 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 A0345 5-09-90 Tract 24131, Lot 83 1205.0 7.0 113 12.9 7 94 ' A0346 " Lot 84 1197.0 7.0 110 10.1 7 92 A0347 to Lot 113 1209.0 11.0 109 10.9 7 91 A0348 " Lot 110 1216.0 9.0 113 9.5 7 94 ' A0349 " Lot 117 1195.0 7.0 112 11.6 7 93 A0350 Lot Ill 1217.0 19.0 110 12.1 7 92 A0351 " Lot 112 1217.0 19.0 110 10.9 7 92 ' A0352 " Lot 116 1200.0 7.0 109 12.1 7 91 A0353 " Lot 85 1221.0 8.0 108 11.7 7 90 A0354 " Lot 83 1213.0 15.0 Ill 1 12.4 7 92 A0355 " Lot 77 1223-0 7.0 109 12.9 7 91 ' A0356 " Via Jumilla Street Adj Lot 120 1200.0 12.0 110 11.4 7 92 A0357 5-10-90 Tr. 24131.2, Greenbelt, Adj. Lot 81-21172.0 4.0 108 8.8 7 90 A0358 " Greenbelt, Adj. Lot 83-2 1171.0 3.0 110 8.6 7 91 ' A0359 " Lot 80-2 1177.0 2.0 109 8.6 7 93 A0360 " Lot 81-2 11T7.0 7.0 108 10.6 T 90 A0361 " Lot 85-2 1180.0 5.0 105 9.8 7 87 ' A0362 " Greenbelt, Adj. Lot 78-2 1189.0 4.0 112 10.6 7 94 A0363 " Lot 78-2 1185.0 6.0 109 11.3 7 91 A0364R " Retest of A0361 1180.0 5.0 ill 10.1 7 93 A0365 " Lot 86-2 1180.0 10.0 ill 8.1 7 93 A0366 " Lot 79-2 1180.0 12.0 108 8.4 7 90 A0367 Lot 84-2 1179.0 7.0 101 22.0 16 85 A0368 " Lot 20-2 1175.0 7.0 1D2 16.5 16 86 ' A0369 Lot 41-2 1204.0 8.0 120 10.0 12 92 i . A0370 " Greenbelt, Adj. Lot 77-2 1204.0 2.0 120 10.0 12 93 A0371 " Lot 19-2 1170.0 6.0 108 93.0 7 90 ' A0372 " Greenbelt, Adj. Lot 84-2 1171.0 7.0 108 9.4 7 90 A0373 " Lot 81-2 1180.0 5.0 ill 3.6 7 . 93 A0374 " Lot 82-2 1181.0 4.0 ill 8.0 7 93 A0375 " Lot 19-2 1169.0 5.0 103 15.8 7 87 ' A0376 " Tract 24131.1, Lot 34-3 1198.0 5.0 110 13.1 7 92 A0377 " Lot 35-3 1199.0 21.0 109 14.3 7 90 A0378 N Lot 23-3 1200.0 2.0 112 12.9 7 93 ' A0379 " Tract 24131-3, Lot 12-3 1188.0 4.0 110 11.4 7 92 A0380 " Lot 15-3 1186.0 8.0 109 12.6 7 91 A0381 " Tr. 24131, Lot 37 11T7.0 4.0 108 13.7 7 90 ' A0382 " Lot 38-3 1172.0 2.0 110 11.1 7 97 A030 " Lot 17 1182.0 12.0 108 11.9 7 90 A0384 " Lot 19 1189.0 19.0 110 14.1 7 92 A0385 " Tr. 24131.2, Greenbelt, Adj, Lot 81-21171.0 3.0 107 13.2 7 90 ' A0386 " Greenbelt, Adj. Lot 79-2 1176.0 4.0 110 10.3 7 91 A0387 " Lot 80-2 1176.0 2.0 109 11.7 7 90 1 r'1 . :1 - latom Del Sol / Mesa Hanes Project Min ' Ir: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS I POINT Test Approximate Approximate Approximate Field Relative DENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction CATIONElevation (ft) Below Test (ft) Density Content (X) Type (X) ('3111 5-10-90 Tract 24131-2, Lot 78.2 1186.0 4.0 111 10.8 389 " Lot 7T-2 1186.0 2.0 108 14.4 7 90 " Greenbelt, Adj. Lot 83-2 1171.0 5.0 108 12.9 T 90 A0391 Tract 24131-1, Lot 35-1 1189.0 7.0 109 13.9 7 91 . WO392 " Tract 24131-2, Lot 11 1197.0 3.0 110 12.8 7 92 0393 " Tract 24131-1, Lot 11-1 1148.0 3.0 111 10.8 7 92 A0394 " Tract 24131-3, Lot 32-3 1203.0 2.0 109 11.1 7 91 f0395 " Celle Avella, Adj. Lot 36-3 1200.0 18.0 109 14.9 7 91 039b " Tract 24131, Lot 45 1187.0 5.0 110 13.7 7 91 A0397 " Lot 76 1220.0 6.0 108 13.5 7 90 0398 " Lot 74 1222.0 6.0 108 12.7 7 90 0399 " Corte Gardena, Adj. Lot 62 1218.0 17.0 108 14.4 7 90 0400 5-11-90 Tract 24131-1, Lot 13-1 1130.0 6.0 123 7.5 9 95 A0401 " Lot 14-1 1130.0 6.0 124 8.0 9 96 0402 " Lot 16-1 1134.0 6.0 115 5.0 9 88 0403 u Calle Carabana, Adj. Lot 17-1 1133.0 8.0 114 5.3 9 88 A0404 Lot 85-1 " 1137.0 6.0 104 5.1 9 80 0405 " Lot 13-1 1135.0 3.0 123 6.1 9 95 0406R " Retest of A0402 1134.0 6.0 123 6.0 9 95 A04p7 " Mantelegro Way, Adj. Lot 14-1 1131.0 8.0 1Z4 6.2 9 91 " Tr. Z4131-2, Greenbelt, Adj. Lot 81-21179.0 12.0 109 13.0 7 91 A0408 =` L04ID 09 " Lot 8b-2 1181.0 16.011013.0 T 91" Greenbelt, Adj. Lot 83-2 1179.0 19.0 110 11.0 7 92 A0411 " Greenbelt, Adj. Lot 85-2 1183.0 13.0 109 10.2 7 90 0412 " Lot 80-2 1184.0 12.0 ill 9.6 7 92 V413 Lot 89-2 1162.0 4.0 113 12.5 T 94 -�ry A0414 " Lot 18-Z 1159.0 2.0 118 10.7 7 98 0415 " Greenbelt, Adj. Lot 83-2 1182.0 14.0 110 9.0 7 92 (AO416 " Greenbelt, Adj. Lot 82-2 1175.0 8.0 116 9.0 8 97 A0417 " Greenbelt, Adj. Lot 81-1 1176.0 12.0 114 8.6 12 95 A0418 " Greenbelt, Adj. Lot 82-2 1185.0 17.0 109 11.0 7 90 IA0419 " Lot 83-2 1184.0 8.0 112 8.3 7 93 aN A0420 " Lot 40-2 1193.0 20.0 117 9.0 12 90 A0421 " Lot 42-2 1195.0 9.0 120 11.0 12 93 'A0422 " Lot 18-2 1170.0 11.0 117 9.3 12 90 A0423 " Cmino Caruna, Adj. Lot 89-2 1171.0 13.0 118 10.2 12 91 A0424 • Greenbelt, Adj. Lot 82-2 1182.0 15.0 119 8.0 12 92 IA0425 " Lot 82-2 1183.0 3.0 119 12.0 12 92 A0426 " Lot 88-2 1169.0 10.0 117 6.0 12 90 L A0427 " Lot 112-2 1169.0 9.0 120 7.1 12 93 A0428 " Greenbelt, Adj. Lot 85-2 1185.0 20.0 116 9.2 12 90 I A0429 " Greenbelt, Adj. Lot 84.2 1186.0 20.0 112 10.3 7 94 A0430 " Tr. 24131, Greenbelt, Adj. Lot 82.2 1179.0 8.0 113 11.0 7 94 r1 ' Paloma Del Sol / Mesa MOWS Project NUWW.' 88-81-148-03 TABLE 1 SIWWY OF FIELD TEST RESULTS I Approximate Approximate Field Relative POINT Test Approximate PW IDENTIF Date Teat Location Test Depth of Fill Dry Moisture Soil Compaction ' Elevation (ft) below Test (ft) Density --Content-(X)-Type ---(X)•-_-•-- ICATION I -- ----------•-----••------•----- -------- -•-----•----------- A0431 -5.11-90•-_Tr•24131-2. Greenbelt, Adj. Lot 82-2 1182.0 4.0 108 12.7 7 90 A0432 " Greenbelt, Adj. Lot 80-2 1182.0 6.0 109 10.1 7 91 A0433 " Greenbelt, Adj. Lot 84-2 1182.0 6.0 109 13.2 7 91 Ap434 " Tr 24131-1, Greenbelt, Adj. Lot 85-2 1177.0 8.0 109 10.9 7 91 A0435 MLot 81-2 1182.0 7.0 109 12.2 7 91 A0436 " Lot 83-2 1187.0 5.0 109 11.9 7 91 A0437 " Lot 85-2 1177.0 6.0 ill 10.3 7 92 A0438 " Greenbelt, Adj. Lot 81-2 1177.0 7.0 109 12.7 7 91 . A0439 Greenbelt, Adj. Lot 81-2 1177.0 11.0 1p8 11.3 7 90 A0440 NGreenbelt, Adj. Lot 82-2 1176.0 10.0 110 14.2 7 91 AD441 " Greenbelt, Adj. Lot 82-2 1177.0 9.0 109 13.7 7 91 ' A0442 " Lot 82-2 1178.0 5.0 108 12.8 7 90 ( . A0443 " Lot 83-2 1190.0 8.0 108 13.1 7 90 A0444 „ Lot 78-2 1177.0 7.0 109 14.7 7 91 ' A0445 Lot 77-2 1189.0 5.0 109 12.1 7 90 A04 5-14-90 Greenbelt, Adj. Lot 85.2 1213.0 5.0 110 12.6 7 92 46 A0447 " Tract 24131, Lot 33 1213.E 20.0 108 13.1 7 92 A0448 " Lot 23 1205.0 7.0 108 12.1 7 90 A0449 " Lot 24 1218.0 10.0 109 11.9 7 91 A0450 Is Lot 12 1193.0 9.0 112 12.3 7 93 A0451 " Lot 34 1194.0 12.0 ill 10.4 7 92 A0452 " Lot 11 1199.0 9.0 110 11.3 7 91 L A0453 " Lot 25 1210.0 10.0 109 13.6 7 91 A0454 " Lot 9 1205.0 7.0 109 13.4 7 91 A0455 " Tract 24131-3, Lot 32-3 1202.0 5.0 109 11.7 7 91 A0456 " Lot 35-3 1189.0 6.0 108 10.1 7 90 A0457 " Lot 33-3 1198.0 10.0 110 14.6 7 92 A0458 " Tract 24131, Lot 10 1203.0 6.0 ill 13.1 7 93 A0459 • Lot 10 1203.0 6.0 108 12.8 7 90 A0460 " Tract 24131-3, Lot 32-3 1204.0 7.0 109I 1.1.1 7 90 A0461 " Tr. 24131, Lot 25 1216.0 8.0 108' 12.3 7 90 A0462 " Lot 9 1207.0 9.0 109 13.6 7 91 A0463 Lot 14 1197.0 12.0 110 14.1 7 92 A0464 " Lot 35 1193.0 11.0 108 11.9 7 90 ' A0465 " Lot 11 1196.0 14.0 Ill 12.4 7 92 A0466 5-15-90 Tract 24131-2, Lot 59-2 1203.0 12.0 112 10.1 7 94 A0467 " Lot 84-2 1186.0 10.0 ill 9.7 7 92 A0466 " Lot 81-2 1185.0 10.0 110 11.3 7 92 AD469 " Greenbelt, Adj. Lot 80-2 1180.0 10.0 109 10.9 7 91 L.- A0470 " Greenbelt, Adj. Lot 80.2 1185.0 15.0 110 8.9 7 91 A0471 " Lot 67-2 1217.0 6.0 108 12.4 7 90 ' A0472 " Lot 63-2 1200.0 6.0 108 11.1 7 90 A0473 0 Lot 76-2 1195.0 7.0 109 10.3 7 91 I. � I�. l Low Del Sol / 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 r CATION Elevation (ft) Below Test (ft) Density Content M Type (%) A0474 5-15-90 Tract 24131-2, Lot 62.2 1201.0 8.0 108 9.9 7 90 175 " Lot 65-2 1209.0 6.0 111 13.1 7 92 0"476 N Lot 75-2 1200.0 7.0 109 12.7 7 91 A0477 N Lot 58-2 1208.0 5.0 110 11.3 7 91 �0478 " Lot 79-2 1182.0 9.0 110 12.1 7 92 0479 5-16-90 Lot 82-2 1184.0 4.0 121 9.0 12 93 A0480 N Lot 84-2 1183.0 8.0 122 9.4 12 94 $0481 " Corte Davila, Adj. Lot 84-2 1184.0 4.0 120 9.4 12 93 0482 " Lot 83-2 1184.0 8.0 122 8.0 12 94 =- A0483 " Lot 17-2 1169.0 14.0 117 9.0 12 90 A0484 N Lot 19-2 1170.0 6.0 123 10.0 12 95 �0485 N Lot 19-2 1173.0 8.0 109 7.4 6 91 0486 N Lot 87-2 1173.0 13.0 110 8.0 6 92 A0487 " Lot 18-2 1184.0 29.0 114 8.1 6 95 i. �0488 N Lot 88-2 1185.0 26.0 113 9.0 6 94 0489 N Greenbelt, Adj. Lot 79-2 1189.0 14.0 116 8.0 12 90 A0490 N Greenbelt, Adj. Lot 84-2 1188.0 22.0 116 8.0 12 90 fAO491 " Camino Caruna, Adj. Lot 22-2 1193.0 11.0 113 9.1 6 94 0492 " Lot 84-2 1192.0 12.0 113 9.4 6 94 0493 " Lot 85-2 1196.0 32.0 122 10.5 15 91 A0494 " Lot 83-2 1198.0 13.0 121 10.0 15 90 0495 N Camino Caruna, Adj. Lot 21-2 1185.0 2.0 108 8.1 16 91 AO496 " Greenbelt, Adj. Lot 81-2 1184.0 14.0 109 8.0 16 92 A0497 a Lot 112-2 1187.0 24.0 107 9.0 16 90 IA0498 " Lot 59-2 1201.0 10.0 109 8.5 6 91 A0499 " Lot 57-2 1202.0 9.0 120 10.0 7 94 A0500 " Lot 59-2 1203.0 8.0 112 9.0 7 93 A0501 " Lot 58-2 1204.0 7.0 113 9.5 7 94 IA0503 A0502 " Lot 56-2 1204.0 7.0 112 10.0 7 93 " Lot 74-2 1199.0 6.0 ill 9.3 7 93 A0504 " Lot 58-2 1203.0 9.0 108 16.7 7 90 JA0505 " Lot 60-2 1197.0 9.0 109 13.1 7 91 A0506 " Lot 61-2 1197.0 9.0 110 12.4 7 91 A0507 " Lot 65-2 1210.0 7.0 110 11.6 7 92 IA0508 " Lot 64-2 1205.0 11.0 108 10.1 7 90 A0509 " Lot 62-2 1203.0 10.0 110 12.7 7 92 A0510 • Lot 60-2 1204.0 13.0 ill 13.3 7 92 'A0511 " Lot 73-2 1200.0 7.0 108 11.2 7 90 A0512 " Lot 85 1189.0 13.0 108 10.1 7 90 A0513 5-17.90 Lot 113-2 1179.0 16.0 113 7.7 6 94 A0514 " Greenbelt, Adj. Lot 82-2 1178.0 13.0 125 7.0 15 94 A0515 " Greenbelt, Adj. Lot 84-2 1178.0 13.0 117 7.0 9 90 ADS 16 " Lot 88-2 1174.0 15.0 113 7.2 6 95 --1 _1 1 Low Del Sol / Mesa Hanes Project Number: 88-81-148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS i t POINT Test Approximate Approximate Approximate Field Relative Date Test Location Test Depth of Fitt Dry Moisture Soil Compaction lJIDENTIF ICATION Elevation (ft) Below Test (ft) Density Content M Type M -A0517 5-17-90 Tract 24131-2, Lot 112-2 1174.0 14.0 117 8.Z 9 90 IA0518 1161.0 6.0 116 10.4 6 97" Camino Caruna, Adj. Lot 88-2 1175.0 18.0 118 8.3 9 91 A0519 " Slope, Adj Lot 16-2 113 11.1 6 95 A0520 " Lot 16-2 1159.0 4.0 I A0521 " Lot 13-2 1163.0 9.0 120 9.5 10 91 120 A0522 " Lot 88-2 1165.0 6.0 9.5 7 92 92 A0523 5-18-90 Lot 112-2 1183.0 2.2.0 110 10.0 7 _ " Greenbelt, Adj. Lot 85.2 1185.0 18.0 120 10.3 10 92 JAGS24 A0525 " Greenbelt, Adj. Lot 83-2 1185.0 18.0 117 11.0 10 90 A0526 " Greenbelt, Adj. Lot 82.2 1184.0 18.0 120 9.0 10 92 IA0527 5-22-90 Tract 24131-2, Lot 115-2 1170.0 3.0 112 8.0 7 93 A0528 " Greenbelt, Adj. Lot 81-2 1171.0 4.5 109 9.5 7 91 A0529 " Greenbelt, Adj. Lot 81-2 1171.0 3.5 108 13.0 7 90 A0530 of Lot 114-2 1171.0 6.0 108 10.0 7 90 'A0531 " Lot 18-2 1179.0 8.0 118 10.0 10 91 A0532 " Lot 17-2 1179.0 10.0 119 8.7 10 92 A0533 " Lot 40-2 1181.0 11.0 118 9.0 10 91 A0534 " Tr 24131-2, Greenbelt, Adj. Lot 80.2 1180.0 9.0 118 8.0 10 91 'A0535 " Greenbelt, Adj. Lot 83-2 1180.0 14.0 119 10.3 10 92 A0536 " Lot 81-2 1180.0 9.0 117 11.0 10 90 A0537 " Tract 24131, Lot 114 1205.0 16.0 107 11.1 7 90 A0538 " Lot 116 1206.0 19.0 110 10.3 7 91 A0539 Lot 116 1207.0 17.0 110 10.9 7 91 A0540 " Lot 117 1205.0 19.0 109 11.7 7 91 I 'A0541 " Lot 120 1211.0 25.0 110 9.9 7 92 A0542 " Lot 84 1210.0 22.0 110 12.1 7 92 A0543 " Lot 119 1218.0 18.0 118 7.4 10 91 A0544 " Lot 115 1209.0 15.0 120 8.1 10 92 'AD545 " Lot 118 1212.0 27.0 ill 11.9 7 92 ADS" " Meadows Parkway, Sta 148+70 1215.0 20.0 120 8.3 10 92 A0547 " Lot 117 1211.0 21.0 122 9.1 10 94 ' A0548 5-23-90 Lot 50 1211.0 38.0 ill 9.0 7 92 A0549 " Lot 51 1211.0 32.0 115 7.0 7 96 A0550 " Lot 77 1214.0 4.0 110 9.0 7 92 ' A0551 " Lot 78 1214.0 5.0 114 8.5 7 95 A0552 " Lot 83 1212.0 12.0 ill 7.5 7 93 A0553 " Lot 84 1213.0 13.0 108 8.2 7 40 A0554 5-24-90 Lot 79 1217.0 15.0 112 8.0 7 93 ' A0555 " Lot 80 1217.0 16.0 113 7.0 7 94 A0556 " Lot 83 1214.0 25.0 110 10.2 7 92 A0557 " Lot 84 1215.0 30.0 108 10.0 7 90 ' A0558 " Lot 58 1219.0 40.0 115 11.0 7 96 A0559 " Lot 56 1220.0 40.0 115 9.0 7 95 --1 1praiect Number: 88-81.148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT lest Appro ximate Approximate Approximate Field Relative Date Test Location Test Depth of Fill Dry Moisture Soil Compaction 1 11DENTIF ICATION Elevation (ft) Below Test (ft) Density Content (X) Type (X) -------------------------------------------------------------------------------------------------------------------------------- A0560 5-24-90 Tract 24131, Lot 62 1220.0 19.0 125 10.2 9 96 A0561 " Lot 60 1222.0 18.0 123 9.4 9 94 A0562 0 Lot 116 1211.0 24.0 109 10.4 7 91 A0563 ■ Lot 114 1215.0 26.0 109 11.9 7 91 �A0564 " Lot 120 1217.0 30.0 108 9.9 7 90 A0565 0 Lot 117 1217.0 31.0 110 11.7 7 92 A0566 a Lot 118 1217.0 32.0 110 12.1 7 92 A0567 " Lot 114 1223.0 29.0 109 10.7 7 91 'A0568 " Lot 84 1211.0 20.0 ill 10.1 7 93 t A0569 " Lot 118 1217.0 32.0 112 11.9 7 93 A0570 5-25-90 Lot 79 1218.0 18.0 ill 11.0 7 93 A0571 " Lot 80 1220.0 20.0 ill 12.0 7 92 A0572 " Lot 83 1207.0 13.0 113 8.0 7 94 A0573 " Lot 84 1200.0 20.0 112 7.0 7 93 IA0574 " Lot 62 1213.0 23.0 111 8.0 7 92 A0575 " Lot 63 1221.0 24.0 119 8.0 7 91 A0576 " Lot 58 1204.0 23.0 106 7.0 7 90 A0577 " Lot 56 1202.0 22.0 121 8.0 9 93 'A0578 u Lot 78 1207.0 7.0 112 8.0 7 94 A0579 " Lot 77 1216.0 11.0 110 9.0 7 92 A0580 " Lot 54 1207.0 15.0 ill 7.0 7 93 JA0581 " Lot 55 1212.0 22.0 110 8.0 7 92 A0582 5-20-90 Tract 24131-2, Lot 19-2 1187.0 22.0 118 10.0 9 91 AOS83 N Lot 20-2 1192.0 22.0 116 10.0 9 90 A0584 " Lot 13-2 1171.0 11.0 117 9.0 9 91 A0585 " Lot 12-2 1184.0 21.0 112 12.5 7 93 A0586 " Lot 8-2 1188.6 0.0 122 9.0 9 94 Amu " Lot 9-2 1206.0 0.0 122 8.5 9 94 'A05W " Lot 34-2 1210.0 0.0 118 10.0 9 91 A0589 0 Lot 33-2 1210.0 2.0 114 8.0 7 96 A0590 " Lot 15-2 1154.0 4.0 114 7.0 7 95 A0591 0 Lot 15-2 1159.0 6.0 111 10.5 7 93 A0592 " Tr 24131-3, Calla AvelLs Adj Lot 44-31200.0 7.0 114 8.5 7 95 A0593 " Calle Avella, Adj.-Lot 43-3 1200.0 7.0 112 9.0 7 94 IA0594 • Cane Avella, Adj. Lot 41.3 1202.0 9.0 115 8.0 7 95 A0595 " Lot 32.3 1205.0 15.0 119 7.5 9 92 A0596 " Lot 32-3 1205.0 15.0 117 7.5 9 90 A0597 5-30.90 Tract 24131, Lot 47 1211.0 28.0 112 11.2 7 94 'A0598 " Lot 48 1209.0 32.0 110 11.0 7 92 L. A0599 " Lot 61 1212.0 22.0 108 8.0 7 90 A0600 " Lot 63 1212.0 22.0 109 7.2 7 91 JA0601 " Lot 50 1210.0 32.0 116 9.0 7 96 A0602 " Lot 51 1210.0 35.0 112 10.4 7 94 1 r' ..1 Project Number: 88.81-14a-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 A0603 5-30.90 Tract 24131, Lot 56 1209.0 28.0 114 8.3 7 95 A0604 + Lot 57 1209.0 28.0 112 8.8 7 93 A0605 " Lot 43 1209.0 21.0 116 7.0 14 96 A0606 " Lot 54 1208.0 20.0 114 8.0 7 95 ' A0607 • Lot 46 1209.0 19.0 112 8.2 7 94 AMOS " lot 58 1209.0 26.0 109 9.0 7 92 A0609 " Lot 64 1222.0 5.0 110 11.0 7 92 A0610 " Lot 65 1219.0 1.0 114 7.6 7 95 ' A0611 " Lot 104 1226.0 6.0 ill 12.0 7 93 A0612 0 Lot 109 1222.0 10.0 112 12.0 7 94 A0613 " Lot Ill 1224.0 24.0 117 12.0 7 98 ' A0614 " Lot 114 1222.0 29.0 117 11.5 7 97 A0615 ° Lot 112 1220.0 25.0 112 9.0 7 93 A0616 " Lot 112 1218.0 24.0 112 8.0 7 93 }' A0617 " Lot 103 1207.0 7.0 113 11.0 7 94 A0618 " Lot 108 1222.0 6.0 ill 11.8 7 93 A0619 " Lot 109 1210.0 10.0 108 11.2 7 90 JA0620 " Lot Ill 1219.0 21.0 108 10.1 7 90 A0621 a Tr 24131-1,Calte Carbons Adj Lot 87-11229.0 3.0 122 8.1 9 95 A0622 a Lot 16-1 1127.0 1.0 121 7.3 9 94 A0623 " Lot 13-1 1128.0 2.0 123 7.9 9 95 ' A0624 " Lot 14-1 1128.0 3.0 118 7.4 9 91 Z A0625 " Montelegro way, Adj. Lot 14.1 1126.0 2.0 12 9.4 9 95 A0626 " Montelegro way, Adj. Via Nays 1126.0 2.0 120 10.5 9 93 ' A0627 " Lot 84-1 1133.0 2.0 123 7.7 9 95 A0623 + Lot 74-1 1135.0 2.0 114 9.4 9 88 A0629 • Lot 31-1 1143.0 2.0 122 8.0 9 94 _ A0630 " Via Candeledo, Adj. Lot 33-1 1142.0 3.0 116 8.0 9 90 ' A0631 " Lot 80-1 1141.0 2.0 125 8.9 9 96 A0632 " Lot 78-1 1141.0 6.0 120 8..4 9 92 A0633 • Lot 82-1 1138.0 3.0 125 9.5 9 96 J A0634 " Lot 75-1 1136.0 2.0 125 10.6 9 94 A0635 " Lot 75.1 1139.0 3.0 120 7.0 9 92 A0636 5-30.90 Lot 32-1 1140.0 3.0 123 7.6 9 95 ' A0637R a Retest of A0628 1135.0 2.0 121 7.9 9 93 A0638 " Lot 76-1 1138.0 6.0 120 8.1 9 92 A0639 5-31-90 Tract 24131, Lot 62 1211.0 24.0 108 10.6 7 90 A0640 " Lot 61 1213.0 28.0 109 11.1 7 91 ' A0641 " Lot 65 1214.0 7.0 106 8.3 7 87 A0642 " Lot 64 1218.0 11.0 105 8.4 7 88 A0643 " Lot 65 1216.0 3.0 105 10.6 7 84 A0644R " Retest of A0642 1218.0 11.0 105 9.8 7 85 A0645R " Retest of A0644 1218.0 14.0 107 8.8 7 91 r 1 lPatoma Del Sol / 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 Elevation (ft) Below Test (ft) Density Content M Type M 'ICATION ----........................................... ............. A0646 5-31-90 Tract 24131, Lot 53 1214.0 27.0 110 7.3 7 92 'A0647 " Lot 67 1215.0 13.0 112 7.5 7 94 A0648 Is Lot 59 1213.0 32.0 116 5.5 7 97 A0649 Is Lot 57 1212.0 32.0 118 6.0 7 98 A0650 Is McCabe Drive, Adj. Lot 112 1219.0 12.0 Ill 12.0 7 93 'A0651 is McCabe Drive, Adj. Lot 112 1225.0 22.0 113 8.0 7 94 A0652 " McCabe Drive, Adj. Lot 112 1225.0 22.0 110 8.0 7 92 A0653 " McCabe Drive, Adj. Lot 113 1224.0 17.0 110 8.0 7 92 'A0654 " McCabe Drive, Adj. Lot 112 1223.0 16.0 110 7.5 7 93 A0655 " Tr 24131-1, Canyon E of Meadows Pkwy 1160.0 2.0 115 6.9 9 88 A0656 " Carryon, East of Meadows Parkway 1160.0 2.0 110 7.6 12 $5 I 'A0657 " Carryon, East of Meadows Parkway 1161.0 1.0 116 7.1 12 90 _ A0658 N Canyon, East of Meadows Parkway 1160.0 2.0 Ill 8.2 9 86 A0659 is Canyon, East of Meadoos Parkway 1157.0 6.0 112 10.9 9 86 A0660 " Canyon, East of Meadows Parkway 1157.0 4.0 108 11.5 9 84 A0661 " Canyon, East of Meadows Parkway 1158.0 4.0 109 8.0 9 84 ' A0b62 " Canyon, East of Meadows Parkway 1159.0 4.0 110 8.3 12 84 A0663 " Carryon, East of Meadows Parkway 1159.0 5.0 109 8.0 12 84 ' A0664 " Canyon, East of Meadows Parkway 1158.0 11.0 114 4.0 9 88 L. A0665 Is Slope, Adj. Lot 33-1 1157.0 14.0 119 7.6 9 92 A06G6 a Meadows Parkway, Adj. Lot 31-1 1160.0 17.0 120 7.0 9 92 ' A0667 is Tr 24131-3, Mdws Pkwy, Adj. Lot 23-3 1192.0 5.0 110 7.0 7 92 A0668 " Tract 24131, Lot 19 1209.0 39.0 Ill 8.3 7 92 A0669 6/l/90 Lot 21 1210.0 33.0 100 9.7 14 92 " Lot 18 1208.0 40.0 108 10.6 14 94 A0670 A0671 " Lot 23 1206.0 12.0 110 7.3 7 92 A0672 " Lot 39 1210.0 34.0 112 8.0 7 94 A0673 " Lot 40 1212.0 36.0 122 11.8 9 94 ' A0674 " Lot 24 1208.0 4.0 116 13.0 9 90 A0675 Is Lot 23 1211.0 11.0 112 11.1 7 93 A0676 " Lot 19 1211.0 40.0 ill 10.5 7 92 .JA0677 " Lot 18 1212.0 ".0 110 9.8 7 97 A0673 " Lot 21 1213.0 35.0 109 10.6 7 91 A0679 " Lot 21 1213.0 35.0 114 9.1 7 94 A0680 IS Lot 24 1210.0 6.0 118 9.4 7 98 ' AO6B1 " Lot 18 1210.0 40.0 120 11.1 9 92 A0682 " Lot 18 1210.0 40.0 112 10.2 7 94 A0683 Is Tract 24131-1, Lot 77-1 1153.0 20.0 113 5.0 9 87 ' A0684 a Lot 80-1 1153.0 12.0 117 7.0 9 90 A0685 Is Lot 79-1 1154.0 15.0 116 4.2 12 90 A0686 " Via Condeledo, Adj. Lot 78-1 1153.0 10.0 114 6.5 9 88 ' A0687 " Slope, Adj. Lot 30-1 1157.0 13.0 110 8.0 12 86 A068$ Is Meadows Parkway, Adj. Lot 32-1 1157.0 15.0 116 6.8 12 90 1 ' Project Number: 88-81-148-03 TABLE 1 ROOMY OF FIELD TEST RESULTS I POINT Test Approximate Approximate Approximate Field Relative IDEMTIF Date Test Location Test Depth of Fill, DryMoisture Soil Compsction Elevation (ft) Below Test (ft) Density Content (X) Type (X) A0689" 6-01-90 Tr 24131-1. Canyon 11 of Meadows Pkwy 1158.0 9.0 112 7.8 8 86 ' A0690• " Canyon, West of Meadow Parkway 1150.0 1.0 111 5.6 9 85 A0691 " Easement Meadow Pkwy, Adj. Lot 32-1 1158.0 7.0 106 6.8 9 82 A0692 " Lot 15-1 1140.0 15.0 118 6.5 9 91 A0693 " Lot 17-1 1141.0 11.0 116 7.7 12 90 A0694 " Lot 74-1 1150.0 16.0 120 7.4 9 92 A0695 E Lot 76-1 1151.0 17.0 120 6.7 9 92 ' AOb96 " Lot 84.1 1142.0 14.0 119 8.0 9 92 A0697 " Via Sonde, Adj. Lot 84-1 1143.0 3.0 117 10.0 9 90 A0698 6-4.90 Tract 24131, Lot 20 1211.0 38.0 114 9.1 7 94 A0699 " Lot 21 1210.0 35.0 116 8.9 7 96 ' A0700 " Lot 23 1212.0 20.0 115 9.6 7 96 ! A0701 " Lot 24 1212.0 9.0 116 10.2 7 96 A0702 " Lot 24 1214.0 9.0 109 9.8 14 95 ' A0103 " Lot 25 1210.0 10.0 108 10.1 14 94 l A0704 " lot 19 1212.0 42.0 106 12.4 14 93 A0705 " Lot 18 1212.0 ".0 108 11.6 14 93 ' A0706 " Lot 27 1211.0 8.0 114 11.6 7 95 A0707 " Lot 40 1214.0 46.0 112 11.0 7 94 1.- A0708 ■ Lot 39 1214.0 41.0 116 10.1 9 90 A0709 " Lot 36 1213.0 38.0 113 9.2 7 94 A0710 " Corte Gardano, Adj. Lot 61 1220.0 20.0 112 12.1 7 93 ! A0711 " Carte Carden, Adj. Lot 78 1221.0 20.0 114 11.6 7 94 A0712 u Lot 77 1219.0 4.0 118 10.0 9 91 ' A0713 " Lot 82 1218.0 8.0 111 10.8 7 93 A0714R 6-5.90 Retest of A0655 1160.0 2.0 118 9.1 9 91 A0715R " Retest of A0656 1160.0 2.0 116 11.5 12 90 A0716R " Retest of A0658 1160.0 2.0 120 8.9 9 92 A0717R " Retest of A0659 1157.0 6.0 120 9.5 9 92 A0718K " Retest of A0660 1157.0 4.0 121 9.2 9 93 A0'M9R a Retest of A0661 1158.0 4.0 118 10.8 12 91 A072OR " Retest of A0662 1159.0 4.0 120', 11.7 2 92 A0721R " Retest of A0663 1159.0 5.0 120 11.2 12 93 A0722R " Retest of A0664 1158.0 11.0 118 8.1 9 91 ' A0723R " Retest of A0633 1153.0 20.0 120 9.5 9 92 A0724R " Retest of A0686 1153.0 6.0 118 8.0 9 91 A0725R " Retest of A007 1157.0 13.0 120 10.9 12 93 ' A07M " Retest of A0689 1158.0 9.0 118 11.7 9 91 A07271t " Retest of A0690 1150.0 1.0 118 8.2 9 91 l A0728R " Retest of A0691 1158.0 7.0 120 8.0 9 92 A0729 " Tract 24131, Lot 20 1215.0 ".0 115 11.2 7 96 A0730 " Lot 23 1214.0 21.0 ill 10.9 7 93 A0731 " Lot 27 1214.0 6.0 114 11.1 7 95 1:' Project Nuibmr: 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 CoWmction ' IGT10N...................................•-----...._---Elewtion-(ft)---Below-Test.(ft)_•Density--Content_(X)_Typs.••(x)_-_---- A0732 6-05.90 Tract 24131, Lot 39 1216.0 40.0 114 10.2 7 94 ' A0733 " Lot 21-3 1215.0 42.0 118 11.9 9 92 A0734 " Corte Illors, Adj. Lot 38 1217.0 42.0 ill 9.6 7 92 A0735 " Corte Mora, Adj. Lot 36 1215.0 45.0 110 9.4 7 91 A0736 " Corte Illora, Adj. Lot 34 1214.0 34.0 115 6.0 7 96 A0737 " Lot 23 1216.0 18.0 112 7.0 7 93 A0738 " Lot 22 1216.0 21.0 112 8.4 7 93 A0739 " Lot 20 1215.0 43.0 110 9.2 7 92 A0740 " Tract 24131-1, Lot 15.1 1132.0 6.0 116 5.3 7 96 A0741 " Lot 15-1 1132.0 6.0 117 5.3 7 97 A0742 " Lot 17-1 1132.0 3.0 118 4.9 9 90 ' A0743 " Lot 16.1 1132.0 4.0 118 5.0 9 91 A0744 " Calle Carabana, Adj. Lot 14 1132.0 3.0 122 6.8 9 93 A0745 " Calle Carabena, Adj. Lot88 1132.0 3.0 119 8.2 9 91 A0746 " Lot 88-1 1130.0 O.D 126 6.9 9 97 A0747 " Lot 86-1 1127.0 0.0 126 7.4 9 96 A0748 " Lot 88-1 1132.0 2.0 118 5.0 9 90 A0749 " Lot 86-1 1132.0 2.0 122 7.0 9 93 ' A0750 " Tract 24131, Lot 23 1216.0 16.0 110 9.2 7 92 t A0751 " Lot 20 1215.0 45.0 116 6.3 7 96 A0752 " Lot 23 1216.0 16.0 108 11.9 7 90 A0753 " Lot 75 1219.0 4.0 108 10.0 7 90 A0754 " Lot 78 1220.0 4.0 108 10.3 4 91 A0755 " Lot 82 1219.0 5.0 111 9.0 7 93 ' A0756 " Lot 26 1215.0 15.0 108 14.0 7 90 A0757 0 Lot 26 1217.0 17.0 106 13.0 14 91 A0758 " Lot 25 1214.0 14.0 106 13.0 14 92 A0759 " Lot 25 1216.0 16.0 106 14.0 14 90 A0760 " Tract 24131-1, Lot 14.1 1155.0 30.0 117 5.0 9 90 A0761 " Lot 14-1 1132.0 6.0 116 6.0 9 90 A0762 " Lot 17-1 1134.0 5.0 117I 6.2 9 91 A0763 " Lot 86.1 1134.0 6.0 120 7.9 9 93 A0764 " Lot 82-1 1143.0 5.0 118 9.9 12 91 A0765 " Lot 85-1 1139.0 8.0 110 15.5 17 93 ' A0766 " Lot 12-1 1130.0 5.0 108 13.9 17 91 A0767 " Lot 14-1 1142.0 15.0 111 14.9 17 94 A0768 " CaLLe Carabana, Adj. Lot 21-1 1143.0 5.0 120 11.2 12 92 A0769 " Lot 74-1 1149.0 17.0 117 12.4 12 90 ' A0770 " Lot 13-1 1134.0 4.0 107 13.3 17 90 A0771 6-6-90 Lot 20-1 1145.0 2.0 124 6.5 10 96 A0772 " Lot 18-1 1141.0 5.0 118 6.3 10 91 ' ADM " Lot 84-1 1146.0 12.0 122 7.0 10 94 A0774 " Lot 86-1 1136.0 8.0 122 6.7 10 94 1 1 i E Project Mustier: 88.81-148-03 TABLE 1 ' SLWMMY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximato Field Rotative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction 'ICATION Elevation (ft) Below Test (ft) Density Content M Type M A0775 6.06-90 Tract 24131-1, Lot 82-1 1144.0 8.0 114 13.9 16 96 'A0776 " Lot 76-1 1152.0 18.0 112 15.2 16 94 A0777 " Lot 12-1 1134.0 2.0 116 11.7 12 90 A0778 " Lot 94-1 1136.0 4.0 118 10.9 12 91 A0779 " Lot 79-1 1155.0 17.0 121 11.4 12 94 A0780 " Lot 76-1 1153.0 22.0 120 10.2 12 92 A0731 • Lot 30-1 1154.0 12.0 118 9.8 12 92 A0782 " Meadows Parkway, Station 123+40 1160.0 18.0 120 11.0 12 92 'A0783 " Lot 32-1 1156.0 17.0 120 10.8 12 93 A0784 " Lot 78-1 1154.0 19.0 111 14.5 16 94 A0785 " Lot 77-1 1154.0 21.0 110 13.9 16 93 .'A0786 " Via Candeleda, Adj. Lot 31-1 1153.0 14.0 118 10.5 12 91 � . A0787 " Meadows Parkway, Station 123+40 1159.0 12.0 119 10.2 12 92 A0788 " Meadows Parkway, Station 120+60 1160.0 6.0 120 9.7 12 92 'A0789 " Meadows Parkway, Station 12140 1160.0 8.0 120 10.5 12 92 A0790 " Tract 24131, Lot 19 1217.0 47.0 104 12.1 14 90 A0791 0 Lot 19 1217.0 48.0 104 13.0 14 90 A0792 " Lot 21 1217.0 40.0 108 9.9 14 94 A0793 " Lot 18 1214.0 46.0 106 10.0 14 92 A0794 " Lot 39 1218.0 48.0 106 14.7 14 92 A0795 " Lot 33 1215.0 22.0 103 16.0 14 90 A0796 " Lot 34 1215.0 28.0 106 15.0 14 92 A0797 " Lot 32 1214.0 12.0 104 15.0 14 91 A0798 " Lot 45 1218.0 26.0 110 12.0 7 92 A0799 " Lot 46 1218.0 33.0 108 10.0 7 91 AO800 " Lot 44 1217.0 34.0 107 11.5 7 90 A0801 " Lot 41 1218.0 23.0 106 12.4 7 90 A0802 " Lot 41 1219.0 24.0 107 14.0 7 90 ' A0803 " Lot 42 1196.0 1.0 107 15.0 7 90 A0801, " Tract 24131-1, Lot 74-1 1151.0 20.0 114 9.0 7 95 A0805 " Lot 74-1 1153.0 22.0 110 0.0 7 92 tA0806 ■ Lot 76-1 1159.0 26.0 112 11.5 7 94 A0807 " Lot 75-1 1157.0 25.0 113 11.0 7 94 A0808 6.07-90 Tract 24131-3, Mdws Pkwy Ste 131+00 1159.0 0.0 118 7.4 7 98 ' A0809 " Meadows Parkway, Ste 130+50 1169.0 11.0 118 6.7 7 98 A0810 " Meadows Parkway, Ste 132+50 1170.0 5.0 118 8.1 7 98 A0811 " Meadows Parkway, Ste 133+50 1174.0 7.0 113 8.3 7 95 A0812 " Meadows Parkway, Ste 133+00 1168.0 4.0 114 7.7 7 95 I ' A0813 " Meadows Parkway, Ste 131+50 1179.0 13.0 114 6.6 7 96 L A0814 " Meadows Parkway, Ste 134+50 1191.0 14.0 114 9.7 7 95 A0815 " Meadows Parkway, Ste 128.60 1159.0 2.0 112 9.6 7 94 A0816 " Meadows Parkway, Ste 130+50 1172.0 13.0 106 6.0 7 88 A0617 " Meedows Parkway, Ste 128+00 1170.0 12.0 118 8.1 7 98 -1 i `1 I : .1 'Project Nuabar; 88-81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative 'IOEIITIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction [CATION Elevation (ft) Below Test (ft) Density Content (X) Type (X) 18 6-07-90 Meadows Parkway, Station 132+20 1177.0 14.0 114 7.7 7 95 19 " Meadows Parkway, Station 132+80 1182.0 16.0 118 6.0 7 98 A0820 " Meadows Parkway, Station 130+00 1163.0 5.0 117 9.1 7 97 A0821 " Meadows Parkway, Station 130+50 1162.0 5.0 116 8.3 7 96 1A= Meadows Parkway, Station 132+00 1193.0 32.0 117 9.5 7 97 " Meadows Parkway, Station 133+60 1183.0 15.0 116 10.1 7 97 A0824 " Tract 24131-1, Lot 22-1 1146.0 4.0 110 15.2 16 92 IA0825 " Lot 23-1 1145.0 3.0 108 14.3 16 91 A0826 " Lot 27-1 1152.0 2.0 116 11.6 12 89 A0827R " Retest of A0826 1152.0 2.0 120 9.7 12 93 A0828 " Lot 28.1 1154.0 6.0 119 10.7 12 93 i IA0830 A0829 " Lot 32-1 1155.0 16.0 118 9.9 16 92 " Lot 33-1 1154.0 10.0 108 14.1 16 91 A0831 " Lot 76-1 1154.0 22.0 108 14.0 16 90 ' is A0832 " Lot 77-1 1155.0 22.0 ill 11.3 91 91 ` A0833 " Via Candeleda, Adj lot 79-1 1154.0 1$.0 122 11.3 12 94 A0834 " Via Candeleda, Adj. Lot 79-1 1154.0 12.0 121 12.1 12 93 IA0835 " Via Candera, Adj. Lot 79-1 1153.0 10.0 118 11.7 12 91 A0836 6-08-90 Tr 24131-3, Mdws Pkwy, Sta 134+50 1185.0 12.0 110 7.4 14 96 A0837 " Meadows Parkway, Station 135+20 1183.0 4.0 102 7.1 14 88 A0838R IN Retest of A0837 1183.0 4.0 107 9.7 14 93 IA0839 IN Meadows Parkway, Station 132+50 1179.0 17.0 106 8.4 14 92 i A0840 " Meadows Parkway, Station 130+70 1177.0 18.0 116 10.7 7 96 A0841 " Meadows Parkway, Station 132+00 1175.0 14.0 116 12.3 7 97 II. A0842 " Meadows Parkway, Station 131+00 1171.0 14.0 108 13.4 7 90 AXIM " Meadows Parkway, station 130+00 1172.0 16.0 112 11.5 7 93 A0844 " Meadows Parkway,Station 126+50 1163.0 15.0 108 8.7 7 90 IA0845 " Meadows Parkway, Station 128+50 1164.0 12.0 108 9.4 7 90 A0846 ■ Meadows Parkway, Station 129+00 1165.0 10.0 ill 8.1 7 93 A0847 " Meadows Parkway, Station 129+50 1165.0 10.0 113 9.5 7 94 IAOUB • Meadows Parkway, Station 126+00 1162.0 7.0 108 9.9 7 90 A0849 " Meadows Parkway, Station 125+50 1163.0 18.0 112 10.1 7 94 A0850 " Meadows Parkway, Station 124+50 1162.0 17.0 112 11.8 7 94 A0851 Meadows Parkway, Station 128+00 1165.0 12.0 112 11.1 7 93 'A0852 " Meadows Parkway, Station 129+00 1165.0 14.0 108 10.0 7 90 A0853 " Meadows Parkway, Station 129+50 1165.0 10.0 108 10.7 7 90 A0854 IN Tract 24131-1, Lot 82-1 1140.0 6.0 121 11.3 12 93 �A0855 IN Lot 94-1 1141.0 8.0 119 10.7 12 92 A0856 " Corte Durazo, Adj. Lot 75 1136.0 6.0 118 10.0 12 91 A0857 " Lot 84-1 1146.0 10.0 114 10.2 12 88 AM" " Retest of A007 1146.0 10.0 119 11.1 12 92 AMID " Slope, Adj. Lot 84-1 1145.0 10.0 119 8.9 12 92 A0860 " Slope Adj. Lot 87-1 1141.0 8.0 118 9.7 12 91 ' Palome Del Sol / Mesa Homes t. Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS 1' POINT lest Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of FU L Dry Moisture Snit Compaction ' ICATION Elevation (ft) Below Test (ft) Density Content (X) Type M A0861 6-08-90 Tract 24131-1, Lot 86-1 1141.0 12.0 118 10.9 12 91 ' A0862 INCalle Carahana, Adj. lot 85-1 1145.0 9.0 119 11.7 12 92 A0663 IN Lot 16-1 1135.0 10.0 117 10.6 12 91 A0864 GO Lot 15-1 11:�5.0 10.0 116 9.9 12 90 A0865 " Lot 15-1 1134.0 8.0 119 10.6 12 92 ' A0866 " Lot 17-1 1137.0 4.0 117 10.5 12 90 A0867 6-11-90 Meadows Parkway, Sta. 132+50 1178.0 12.0 118 9.8 10 90 A0868 w Meadows Parkway, Sta. 129+50 1167.0 12.0 110 11.4 7 92 ' A0869 " Meadows Parkway, Sta. 127+00 1165.0 12.0 110 10.9 7 91 j:.- A0870 " Meadows Parkway, Sta. 128+00 1167.0 6.0 107 10.4 7 89- A0871 " Meadows Parkway, Sta. 123+00 1148.0 6.0 110 11.9 7 92 ' A0872 Meadows Parkway, Sta. 121+00 1165.0 2.0 114 11.6 7 95 } A0873 " Meadows Parkway, Sta. 133+00 1179.0 15.0 114 11.5 7 95 A0874 Meadows Parkway, Sta. 126+00 1167.0 21.0 114 12.0 7 95 A0875 " Lot 29-1 1153.0 6.0 113 10.9 14 98 A0876 NO Lot 80-1 1148.0 9.0 116 9.8 14 100 I A0877 IN Lot 63-1 1148.0 0.0 121 7.9 12 93 A0878 Y Lot 64-1 1179.0 6.0 116 8.1 12 89 1 A0879 AN Meadows Parkway, Sta. 126 + 00 1165.0 17.0 123 7.3 12 95 A0880 IN Meadows Parkway, Sta. 129 + 50 1169.0 14.0 122 9.9 10 94 A0881R IN Retest of A0878 1179.0 6.0 119 8.3 12 92 j A0882 INMeadows Parkway, Sta. 128 + 00 1168.0 7.0 119 8.3 10 92 lA0883 IN Lot 31-1 1153.0 14.0 121 9.4 12 93 A0884 " Lot 78-1 1152.0 7.0 119 9.9 12 91 A0885 " Lot 62-1 1163.0 6.0 120 8.1 12 93 A0886 " Lot 34-1 1158.0 6.0 120 10.2 12 93 A0887 6-12-90 Meadows Parkway, Sta. 135 + 00 1190.0 12.0 117 11.1 16 98 A0888 IN Meadows Parkway, Sta. 134 + 00 1186.0 20.0 116 11.7 16 97 A0889 " Meadows Parkway, Sta. 132 + 50 1181.0 18.0 114 13.2 16 - 96 A0890R Is Retest of A0816 1172.0 13.0 114 13.5 16 95 A0891 IN Meadows Parkway, Sta. 131 + 50 1176.0 20.0 117 7.0 16 97 ' A0892 " Meadows Parkway, Sta. 130 + 50 1177.0 23.0 115 7.1 16 95 A0893 " Meadows Parkway, Sta. 129 + 50 1171.0 19.0 117 7.4 16 98 A08% " Meadows Parkway, Sta. 128 + 50 1168.0 18.0 113 8.1 16 94 ' A0895 IN Meadows Parkway, Sta. 128 + 50 1170.0 20.0 110 12.2 16 92 A08% ■ Meadows Parkway, Sta. 128 + 00 1166.0 15.0 ill 10.5 16 93 A0897 IN Meadows Parkway, Sta. 127 + 00 1170.0 23.0 103' 9.8 16 90 A0898 IN Tract 24131-3, Lot 15-3 1173.0 6.0 108 10.0 9 80 ' A0899R to Retest of A0898 1175.0 6.0 118 8.2 9 91 A0900 of Tract 24131-1, Lot 15-1 1136.0 11.0 119 9.4 12 92 A0901 as Lot 29-1 1156.0 9.0 118 8.4 12 90 ' A0902 " Lot 30-1 1156.0 10.0 119 10.1 12 92 A0903 " Lot 17-1 1136.0 5.0 120 9.8 12 93 : 1 ' Palome Oct Sol / Mesa Homes Project Number- 88-81-148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS t 1 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 (%) - -- A0904 6-12-90 Tract 24131-1, Lot 73-1 1139.0 8.0 120 8.7 12 92 A0905 " Lot 16-1 1136.0 7.0 117 9.6 12 90 A0906 IN Lot 84-1 1141.0 11.0 120 10.3 12 92 A0907 " Lot 94-1 1141.0 9.0 119 9.9 12 92 A0908 " Lot 63-1 1149.0 7.0 113 10.6 12 94 A0909 " Lot 78-1 1149.0 8.0 112 10.5 12 93 A0910 " Lot 34-1 1160.0 8.0 119 8.2 12 92 A0911 " Lot 30-1 1156.0 9.0 118 8.2 12 91 A0912 " Lot 64-1 1180.0 7.0 113 9.4 7 94 A0913 " Lot 82-1 1141.0 6.0 119 8.7 12 91 A0914 " Lot 84-1 1141.0 11.0 118 9.3 12 91 ' A0915 " Lot 16-1 1136.0 8.0 ill 9.3 7 92 j A0916 " Tract 24131-3, Mdws Pkwy Sta. 134+00 1189.0 22.0 114 9.3 17 96 A0917 " Meadows Parkway, Sta 131+80 1181.0 21.0 112 10.5 17 95 A0918 " Meadows Parkway, Sta 131+50 1178.0 19.0 115 7.6 17 97 A0919 " Meadows Parkway, Sta 130+50 1179.0 25.0 114 8.2 17 96 A0920 " Meadows Parkway, Sta 129+50 1174.0 21.0 108 8.9 17 91 A0921 " Meadows Parkway, Sta 128+50 1171.0 13.0 107 9.4 17 90 A0922 " Meadows Parkway, Sta 128+00 1169.0 19.0 107 8.6 17 92 �- A0923 " Meadows Parkway, Sta 127+00 1173.0 23.0 107 9.7 17 90 A0924 " Meadows Parkway, Sta 129+00 1171.0 17.0 106 9.7 17 90 A0925 " Meadows Parkway, Sta 130+50 1179.0 23.0 104 10.5 17 92 A0926 " Meadows Parkway, Sta 129+50 1175.0 23.0 116 8.4 17 98 A0927 " Meadows Parkway, Sta 129+50 1175.0 20.0 116 10.2 17 98 ' A0928 " Meadows Parkway, Sta 128+00 1170.0 13.0 ill 8.5 17 93 A0929 " Meadows Parkway, Sta 128+00 1172.0 13.0 106 9.4 17 90 A0930 " Meadows Parkway, Sta 134+50 1191.0 19.0 ill 9.9 17 93 ' A0931 " Tr 24131-1,Vis Candeleda Adj Lot 33-11162.0 26.0 110 9.2 17 92 A0932 " Lot 80-1 1161.0 13.0 120 9.8 12 93 A0933 " Lot 81-1 1161.0 22.0 117 10.6 12 90 A0934 " Via Caodeleda, Adj, Lot 33-1 1159.0 20.0 119 10.4 12 92 ' A0935 " Via Sande, Adj. Lot 30-1 1161.0 21.0 117 9.3 12 90 A0936 " Lot 33-1 1159.0 20.0 119 10.0 12 92 A0937 " Lot 32-1 1158.0 20.0 120 10.7 12 93 ' A0938 " Lot 77-1 1162.0 30.0 117 9.9 12 90 A0939 " Via Cordaro, Adj. Lot 62-1 1162.0 22.0 117 10.7 12 90 A0940 " Lot 34-1 1159.0 5.0 122 10.5 12 94 ' A0941 " Lot 78-1 1159.0 22.0 118 11.4 12 91 A0942 " Lot 79-1 1159.0 24.0 119 11.1 12 92 A0943 " Lot 31-1 1159.0 20.0 122 11.5 12 94 A0944 " Lot 30-1 1160.0 17.0 115 11.2 7 96 A0945 " Lot 29-1 1166.0 19.0 115 10.2 7 96 A0946 " Lot 27-1 1166.0 15.0 115 11.9 7 96 1 i loreject M:niber: SB-81.141+•0] TABLE 1 ' SUMMARY OF FIELD TEST RESULTS i POINT Test Approximate Approximate Approximate Field Relative Depth of Fill Dry moisture Soil Compaction Date Test Location Teat CATION Elevation (ft) Below Test (ft) Density Content (X) Type I �X) ... ... .... A0947 6-12-90 Tract 24131-1, Lot 63-1 1164.0 16.0 112 12.1 7 94 FA:89 6-14-90 Tract 24131-3, Mdws Pkwy, Sta 132+50 1165.0 5.0 126 11.2 9 97 " Meadows Parkway, Sta 132+50 1167.0 7.0 126 12.2 9 96 A0950 IN Meadows Parkway, Sta 133+50 1164.0 5.0 109 13.2 17 92 09S1 IN Meadows Parkway, Sta 133+50 1170.0 9.0 122 12.7 9 94 MAA0952 a Meadows Parkway, Sta 127+00 1159.0 15.0 106 14.2 17 90 A0953 " Meadows Parkway, Sta 127+00 1161.0 17.0 107 14.0 17 91 A0954 ■ Meadows Parkway, Sta 131+00 1164.0 7.0 111 11.4 17 93 A0955 " Meadows Parkway, Sta 131+00 1166.0 9.0 109 10.7 17 92 A0956 " Meadows Parkway, Sta 133+00 1171.0 6.0 110 15.2 17 92 A0957 Meadows Parkway, Sta 133+00 1173.0 8.0 106 15.2 17 90 lAogsa Meadows Parkway, Sta 124+80 1157.0 14.0 109 16.0 17 91 A0959 ■ Meadows Parkway, Sta 125+00 1159.0 16.0 107 17.0 17 90 A0960 ■ Meadows Parkway, Sta 131+00 1166.0 8.0 112 8.0 17 94 A0961 " Meadows Parkway, Sta 131+00 1168.0 10.0 109 8.6 17 92 4 A0962 ■ Meadows Parkway, Sta 132+00 1167.0 6.0 109 12.0 17 92 A0963 ■ Meadows Parkway, Sta 132+00 1169.0 8.0 107 12.1 17 90 IA0964 ■ Meadows Parkway, Sta 124+50 1165.0 22.0 114 8-9 17 96 A0965 Meadows Parkway, Sta 124+50 1167.0 24.0 109 11.0 17 92 (. A0966 ■ Meadows Parkway, Sta 123+31 1160.0 6.0 110 10.6 17 96 A0967 " Meadows Parkway, Sta 123+31 1162.0 8.0 112 10.9 17 94 'A0968 Meadows Parkway, Sta 126+00 1170.0 15.0 116 8.7 17 97 A0969 " Meadows Parkway, Sta 126+00 1172.0 17.0 116 I 8.8 17 % A0970 " Meadows Parkway, Sta 124+50 1167.0 24.0 116 6.6 17 95 A0971 " Meadows Parkway, Sta 124+00 1169.0 26.0 116 6.7 17 95 A0972 Meadows Parkway, Ste 126+50 1151.0 6.0 106 14.0 17 90 A0973 + Meadows Parkway, Sta 126+50 1153.0 8.0 109 11.1 17 92 A0974 " Meadows Parkway, Sta 131+00 1168.0 8.0 112 8.1 17 94 A0975 a Meadows Parkway, Sta 134+00 1172.0 2.0 109 10.7 17 92 A0976 " Meadows Parkway, Sta 134+00 1174.0 4.0 107 12.1 17 90 A0977 a Meadows Parkway, Sta 132+00 1169.0 7.0 110 10.6 17 96 'A0978 ■ Lot 5-3 1170.0 3.0 116 8.8 17 97 A0979 " Lot 6-3 1162.0 3.0 116 8.8 17 95 AO980 ■ Tract 24131-1, Lot 77-1 1157.0 21.0 119 10.2 12 92 A0981 " Lot 80-1 1160.0 22.0 116 7.2 12 90 A0982 " Lot 34-1 1168.0 20.0 118 9.5 12 91 A0983 ■ Lot 30-1 1162.0 20.0 117 9.7 12 90 A0984 ■ Lot 29" 1167.0 20.0 116 10.4 12 90 ' A0985 ■ Lot 79-1 1161.0 20.0 120 10.4 12 92 A0986 0 Lot 31-1 1159.0 20.0 117 8.2 12 90 A0987 " Lot 32-1 1160.0 20.0 119 9.1 12 91 ' A09M a Lot 27-1 1156.0 4.0 113 10.0 10 87 A0989 " Lot 81-1 1158.0 18.0 119 3.2 10 91 1 -1 Llama Del Sol / Mesa Momes 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 Sail Compaction ICATION...--------••----- --------Elevation-(ft)---Below-Test-(ft)--Density Content-(%)-Type (%) --- ----•-- A0990 6-14-90 Tract 24131-1, Lot 21-1 1148.0 2.0 118 7.5 10 91 'AO991 " Lot 86-1 1147.0 18.0 103 14.7 17 86 A0992R " Retest of A0988 1156.0 4.0 118 9.8 10 91 A0993R " Retest of A0991 1147.0 18.0 107 14.5 17 90 'A0994 " Lot 19-1 1148.0 7.0 119 8.0 15 90 A0995 " Lot 20-1 1149.0 3.0 120 7.3 15 90 A0996 " Lot 28-1 1159.0 14.0 121 7.3 15 91 A0997 " Lot 79-1 1159.0 18.0 121 8.0 15 91 'A0998 INLot 74-1 1155.0 19.0 ill 15.1 17 94 A0999 as Lot 32-1 1161.0 25.0 110 14.5 17 92 A1000 Lot 16-1 1145.0 19.0 122 6.9 15 92 'A1001 " Lot 85-1 1149.0 17.0 120 7.8 15 90 A1002 " Lot 24-1 1155.0 10.0 110 13.9 17 93 A1003 " Lot 82-1 1158.0 20.0 123 7.7 15 93 'A1004 6-15-90 Lot 81-1 1162.0 27.0 124 5.4 15 93 A1005 " Lot 80-1 1162.0 23.0 124 6.1 15 93 A1006 Be Lot 79-1 1162.0 23.0 126 7.2 15 94 A1007 " Lot 82-1 1163.0 24.0 117 8.1 15 95 A10O8 " Lot 94.1 1165.0 27.0 ill 13.7 10 93 L A1009 " Lot 83-1 1161.0 27.0 ill 12.7 10 93 A1010 IS Lot 84-1 1161.0 27.0 121 4.0 15 90 A1011 " Lot 22-1 1164.0 21.0 121 4.0 15 91 ( A1012 " Calla Carabana, Adj. Lot 16 1156.0 21.0 124 7.4 15 93 A1013 " Via Brande. Adj. Lot 85 1158.0 21.0 123 8.3 15 92 'A1014 " Via Brande, Adj. Lot 85 1157.0 20.0 116 9.7 9 90 �. A1015 " Lot 85-1 1165.0 33.0 117 9.2 9 91 A1016 " Lot 18-1 1150.0 10.0 121 5.2 15 91 A1017 " Lot 19-1 1150.0 10.0 120 5.1 15 90 ' A1018 " Lot 17-1 1151.0 23.0 lie 7.4 9 90 A1019 IS Lot 84-1 1165.0 34.0 119 7.0 15 90 A1020 " Lot 14-1 1151.0 23.0 121 7.1 15 91 ' A1021 • Lot 15-1 1152.0 29.0 118 6.7 9 91 A1022 " Lot 16-1 1153.0 28.0 124 4.1 15 93 A1023 " Lot 88-1 1152.0 12.0 120 4.1 15 90 ' A1024 " Lot 87-1 1154.0 19.0 119 9.6 15 90 A1025 " Lot 86-1 1154.0 28.0 121 6.7 15 90 A1026 " Lot 85-1 1155.0 25.0 119 5.3 9 92 A1027 " Lot 89-1 1150.0 6.0 120 4.7 15 90 ' A1028 " Lot 17-1 1154.0 24.0 117 8.0 9 91 A1029 " Lot 19-1 1154.0 14.0 117 7.$ 9 90 A1030 Lot 20-1 1153.0 10.0 120 8.0 9 92 ' A1031 " Lot 16-1 1154.0 27.0 118 7.9 9 90 A1032 " Calle Carabana, Adj. Lot 86 1165.0 40.0 116 9.7 9 90 ' 1 � Protect Nuubers ZIS-81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' Field Relative Approximate Approximate POINT Text Approximate Depth of Fill Dry moisture Soil Coapaction Test IDENTIF Date Test Location Below Test (ft) Density Cantent (%) Type (X) ' ----------•----•-•- •---- •- - Elevation (ft)_•-----------•-------•---------------•----•--•------------ IGTIOM 9 91 26.0 11a 6.7 A1033--- b•15-90 Tr 24131-1, via erarde, Adj. Lot 85 1164.0 121 7.6 9 93 1146.0 6.0 9 91 A1034 6-18-90 Lot 88-1 1136.0. 6.0 119 8.7 A1035 " Lot 87.1 1136.0 6.0 Ila 8.0 9 90 A1036 " Lot 86.1 1136.0 2.0 117 8-2 9 90 A1037 " lot 85-1 6.0 110 8.7 6 92 84-1 1139.0 110 8.7 6 92 ■ Lot A1038 1136.0 4.0 9 91 " Lot 84.1 118 A1040 1143.0 3.0 112 7.8 b.9 ' A10 " lle Carabana, Adj. Lot 19 1148.0 3. 6 94 Ca0 A1041 " Cane Carabana, Adj. Lot 20 142 1 .0 8.0 119 7.7 9 91 A1042 " Lot 83-1 6.0 115 7.1 6 961137.0 A1043 " Lot 83.1 1137.0 9 90 ' _ A1044 " Calle Carabona, Adj. Lot 85 9.0 116 7.5 n 1136.0 6.0 116 7.0 9 90 l A1045 " Cae Carabam, Adj. Lot 86 9.0 110 6.0 9 90 " Lot 89-1 1151.0 113 4.7 6 95 A104b 11 .0 6.0 6 % 'A1047 " Lot 89-1 2.0 114 4.2 113T.0 6 92 A1048 " Lot 94.1 3.0 117 4.0 A1049 " Lot 94-1 1136.0 8.0 112 5.0 6 94 A1049 " Lot 83-1 1141.0 25.0 108 14.0 6 90 4 , A1051 • Lot 81-1 1164.0 27.0 � 1164.0 11D 14.1 6 A1052 " Lot 81-1 29.0 115 7.0 6 96 A1053 " Lot 77-1 1164.0 29.0 115 7.7 6 96 90 A1054 " Lot 77-1 1166.0 33.0 116 7.3 9 1166.0 A1055 " Lot 78-1 1166.0 33.0 115 8.3 6 96 A1056 " Lot 78-1 1162.0 30.0 114 8.4 6 95 A1057 " Lot 76-1 24.0 112 5.0 6 94 Adj- Lot 28.1 11b6'0 " Via g 116 7.3 9 90 Alma a arde, 11660 24.0 6 96A1059 " Via Berde, Adj. Lot 80.1 . 2$.0 115 7.0 A1060 " Lot 33-1 1169.0 1169.0 30.0 115 3.4 6 96q 91 A1061 " Lot 33-1 28.0 119 7.7 2 " Lot 32-1 1168.0 28.0 113 4.7 6 95 A106 A106 " Lot 32-1 1168.0 280 110 6.0 6 92 " Lot 31-1 1168.0 . 15 92 ' A1064 1160.0 21.0 133 13.6 AIM 6-19-90 Lot 80-1 29.0 110 8.0 15 83' " Lot 76-1 1161.0 108 9.2 15 81- A1066 1161.0 29•D 15 98 A1067 " Lot 76-1 23.0 131 11.2 1160.0 115 6.4 7 98 A106B Lot 81-1 1171.0 3.0 7 97 A1069 " Meadows Parkway, Ste 120*8p 1170.0 3.0 117 7.5 A1070 " Meadows Parkway, Ste 121+50 19.0 113 13.3 7 " 94 Meadows Parkway, Ste 124+50 1163.0 11b5.0 7 93 112 13.0 l A1072 " Meadows Parkway, Ste 124+50 29.0 124 6.3 15 93 1161.0 91 1161.0 A1073R Retest of A10b6 Retest o 29.0 122 6.0 15 " f A1067 A10T4R 1160.0 29.0 115 5.0 7 95 A1075 " Lot 75-1 I j .1 ' Project Number: 88-81.148-03 TABLE 1 ' SL14WY 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 (X) ----------------•--•-----------------•----...-- •--- A1076 6-19-90 Tract 24131-1, Lot 75-1 1162.0 31.0 116 4.5 7 97 ,A1077 " Lot 83-1 1159.0 29.0 124 6.0 15 93 A1078 " Lot 83.1 1159.0 26.0 122 6.5 15 92 A1079 " Via Candeleda, Adj. Lot 78-1 1162.0 0.0 116 6.0 7 98 IA1080 " Via Candeleda, Adj. Lot 78-1 1160.0 8.0 113 11.5 7 94 A1081 " Meadows Parkway, Sta. 121 + 50 1164.0 21.0 109 14.0 7 91 A1082 " Meadows Parkway, Sta. 121 + 50 1166.0 23.0 107 16.0 7 90 JA1083 Lot 14.1 1154.0 24.0 113 11.0 7 94 A1084 " Lot 14-1 1156.0 26.0 112 11.0 7 93 A1085 • Calle Carabona, Adj. Lot 13 1150.0 20.0 116 9.0 7 97 1AI086 " Calte Carabena, Adj. Lot 12• 1154.0 7.0 114 9.6 7 95 A1087 " Calle Carabans, Adj. Lot 12 1152.0 13.0 112 10.5 7 94 A1088 " Calle Carabans, Adj. Lot 11 1156.0 6.0 112 10.5 7 93 A1089 " Lot 75-1 1164.0 32.0 116 9.0 7 95 �A1090 " Lot 76-1 1164.0 23.0 116 10.5 23 93 Al091 " Lot 83-1 1160.0 22.0 116 7.5 7 97 A1092 " Lot 84-1 1160.0 25.0 116 9.0 7 91 JA1093 6-20-90 Lot 14-1 1156.0 26.0 113 8.7 14 97 A1094 " Lot 14.1 1157.0 27.0 127 9.0 15 95 A1095 " Lot 17-1 1137.0 3.0 ill 9.1 14 96 AID% • Lot 17-1 1137.0 3.0 128 8.6 15 96 'A1097 " Lot 72-1 1153.0 6.0 112 6.0 14 97 A1099 " Lot 94-1 1137.0 4.0 110 9.5 14 95 A1100 " Lot 94-1 1137.0 4.0 120 8.0 14 90 1 AIIOI " Lot 34-1 1167.0 17.0 113 5.5 14 97 A1102 " Lot 34-1 1169.0 19.0 121 7.3 15 91 A1103 m Lot 33-1 1166.0. 20.0 118 8.5 15 88 JAII04 " Lot 33-1 1165.0 22.0 116 9.4 15 87 A1105 m Lot 79-1 1164.0 24.0 112 10.5 14 97 A1106 " Lot 79-1 1166.0 26.0 121 6.3 15 91 A1107 " Lot 76-1 1162.0 27.0 119 7.2 15 90 'A1108 " Lot 76-1 1164.0 29.0 114 11.8 15 98 Al109R " Retest of A1103 1166.0 2070 112 9.5 14 97 A111OR " Retest of A1104 1166.0 22.0 121 7.0 15 92 1 A1111 " Lot 78-1 1168.0 28.0 111 9.0 14 96 A1112 " Lot 78-1 117D-0 30.0 113 8.7 14 97 A1113 " Lot 33-1 1170.0 24.0 120 8.0 15 90 JA1114 " Lot 33-1 1172.0 26.0 123 12.0 15 92 A1115 " Lot 77-1 1170.0 23.0 112 10.0 14 97 A1116 " Lot 77-1 1172.0 30.0 125 9.0 15 94 IAII17 6,21,90 Lot 76-1 1170.0 37.0 108 11.7 14 94 A1118 " Lot 76-1 1172.0 39.0 118 10.8 7 97 A1119 " Lot 63-1 1148.0 3.0 113 11.2 7 95 C.' JPaioma Del Sol / Mesa Homes Project Number: 88.81-148-03 TABLE 1 ' S~RT OF FIELD TEST RESULTS PPr POINT Test Approximate A oximate Approximate Field Relative WENT IF Date Test Location Test Depth of Fill Dry Moisture Soil compaction '[CATIONElevation (ft) Below Test (ft) Density Content M Type M A1120 6-21-90 Tract 24131-1, Lot 63-1 1150.0 5.0 108 9.1 14 95 'A1121 " Lot 80-1 1170.0 30.0 107 9.0 14 93 A1122 " lot 80.1 1172.0 32.0 106 8.8 14 92 A1123 " $lope Behind Lot 74-1 1150.0 20.0 112 5.0 7 93 'A1124 a Slop@ Behind Lot 75-1 1150.0 20.0 ill 5.6 7 92 A1125 Via Candeleda Street, Adj. Lot 78.1 1169.0 25.0 111 5.9 7 92 A1126 " Via Candeleda, Adj. Lot 79-1 1168.0 29.0 113 5.8 7 93 A1127 " Lot 33-1 1166.0 23.0 112 5.8 7 93 'A1128 " lot 33-1 1168.0 25.0 112 5.7 7 94 . A1129 " Lot T7.1 1166.0 32.0 108 13.0 14 93 ` A1130 " Lot 77-1 1166.0 33.0 108 12.0 14 93 A1131 " Meadows Parkway, Sta 120+50 1161.0 12.0 ill 10.0 14 96 Meadows Parkway, Sta 122+10 1163.0 18.0 110 4.0 14 95 'A1132 o Ad Lot 21 1148.0 8.0 109 A1133 Via Sande, 1 11.0 14 94 A1134 " Via Sande, Adj. Lot 82 1150.0 8.0 114 11.2 7 95 'A1135 " Lot 16-1 1144.0 17.0 110 9.0 14 95 A1136 " Lot 16-1 1146.0 19.0 107 8.5 14 93 A1137 ° Lot 23-1 1150.0 9.0 110 4.2 7 92 Al138 " Lot 23.1 1152.0 11.0 112 5.2 7 93 _. A1139 " Lot 30-1 1167.0 25.0 ill 8.5 14 96 A1140 " Lot 30-1 1169.0 27.0 108 11.5 14 94 ' A1141 6-22-90 Lot 80-1 1154.0 14.0 122 8.9 15 91 A1142 " Lot 80-1 1156.0 16.0 129 9.2 15 96 A1143 " Lot 63-1 1151.0 11.0 126 12.0 15 96 A1144 " Lot 63-1 1153.0 13.0 128 11.2 6 95 All" " Lat 76-1 1166.0 29.0 119 10.6 15 98 ` A1146 " Lot 76-1 1168.0 31.0 122 9.4 6 91 A1147 " Lot 33-1 1165.0 25.0 115 8.8 6 96 ' Al148 " Lot 33-1 1168.0 25.0 117 8.5 6 97 A1149 • Lot 77-1 1168.0 28.0 109 9.6 6 91 A1150 Lot 77-1 1166.0 28.0 108 10.2 4 90 ' A1151 " Lot T7-1 1168.0 28.0 ill 8.4 6 92 A1152 " Lot 16-1 1147.0 13.0 109 8.0 6 91 A1153 " Lot 16-1 1147.0 14.0 109 9.3 6 91 A1154 " Lot 88-1 1153.0 20.0 109 7.5 6 91 A1155 " Lot 23-1 1153.0 11.0 119 8.7 15 90 A1156 " Lot 30-1 1170.0 25.0 119 9.5 15 90 A1157 " Lot 30-1 1170.0 25.0 115 12.8 6 96 ' A1158 " Via Candeleda, Adj. Lot 33-1 1172.0 27.0 116 12.6 6 97 A1159 " Via Candeleda, Adj. Lot 33-1 1171.0 26.0 114 9.0 15 90 A1160 " Lot 30 1171.0 26.0 114 9.0 6 95 A1161 Lot 30 1171.0 26.0 116 6.3 6 97 1 ' A1162 " Tract 24131-1, Lot 84-1 1150.0 17.0 114 6.3 6 95 'Project Number: a8-81-148.03 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 Caepection ICATION Elevation (ft) Below Test (ft) Density Content M Type M A1163 6-22-90 Tr 24131-1, Via Fiore, Adj Lot 55-1 1173.0 10.0 115 12.4 6 95 IAII" 9 Slope Below Lot 73-1 1153.0 10.0 119 8.4 15 90 A1165 6.25-90 Lot 14-1 1154.0 28.0 113 8.2 10 87 A1166 " Lot 19-1 1154.0 13.0 108 9.3 6 90 JAII67 " Lot 17-1 1154.0 21.0 114 7.1 10 88 A1168 " Calle Carabana, Adj. Lot 87 1151.0 19.0 114 7.1 10 88 A1169 " Lot 83.1 1160.0 25.0 11a 5.3 10 90 IA1170 " Lot 84-1 1159.0 25.0 113 7.3 10 87 A1171 " Lot 87-1 1155.0 25.0 118 7.8 10 90 - A1172 " Lot 75-1 1158.0 26.0 119 7.4 10 92 A1173 " Cane Carabana, Adj. Lot 87 1155.0 27.0 108 9.4 6 90 IA1174 " Lot 82-1 1160.0 24.0 110 8.9 6 92 A1175 " Lot 85-1 1159.0 27.0 116 5.8 10 89 A1176 tl Lot 86-1 1158.0 28.0 117 6.6 10 90 IAI177 " Lot 78-1 1163.0 23.0 110 7.9 6 92 A1178 " Cane Carabana, Adj. Lot 84 1158.0 20.0 Ila 8.1 10 91 A1179 " CaLLe Carsbana, Adj. Lot 84 1159.0 22.0 120 6.1 10 92 JAIISO " Lot 33-1 1166.0 31.0 120 7.4 10 92 Allal " Lot 18-1 1154.0 18.0 114 7.3 10 88 A1182 " Lot 20-1 1153.0 8.0 117 6.4 10 90 A1183 " Lot 16-1 1153.0 29.0 117 6.9 10 90 1A1184 " Lot 21.1 1156.0 8.0 117 7.8 10 90 AII85 " Lot 31-1 1163.0 23.0 118 6.4 10 91 A1186 " Greenbelt,Adj. Lot 30 1150.0 8.0 119 8.1 10 91 iA1187 " Lot 86-1 1150.0 21.0 Ila 7.1 10 91 AII88 r Lot 88-1 1147.0 8.0 119 7.7 10 92 A1189R 6-26.90 Retest of A1165 1154.0 28.0 117 5.2 6 98 A119OR " Retest of A1167 1154.0 21.0 116 6.0 6 97 A1191R " Retest of A1168 1151.0 19.0 124 9.2 10 95 A1192R M Retest of A1175 1159.0 27.0 126 12.1 10 96 IA1193R " Retest of A1181 1154.0 18.0 110 6.5 6 92 A1194R " Retest of A1170 1159.0 25.0 108 6.9 6 90 A1195 " Celle Carabana, Adj. Lot 14-1 1153.0 25.0 112 7.8 6 94 A1196 " Celle Carabana, Adj. Lot 18-1 1155.0 22.0 109 8.9 6 91 IA1197 " Lot 15.1 1154.0 28.0 113 7.0 6 94 A1198 " Lot 15-1 1156.0 30.0 108 7.6 6 90 All" " Lot 17-1 1156.0 25.0 114 10.7 6 95 Al2D0 M Lot 17-1 1158.0 25.0 113 10.6 6 94 A1201 0 Lot 87-1 1156.0 27.0 Ila 7.2 10 91 A1202 0 Lot 87-1 1158.0 29.0 116 7.5 10 97 A1203 " Lot 83-1 1162.0 27.0 114 10.0 6 95 I A1204 " Lot 83-1 1164.0 28.0 115 10.5 6 96 A1205 " Slope, Adj. Lot 74-1 1152.0 22.0 112 6.8 10 94 (1 Peloma Del Sol / Mesa Nome$ Project Nweer: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Teat Location Test Depth of Fill Dry Moisture Sail Compaction ' ICATION Elevation (ft) Betow Test (ft) Density Content (X) Type (X) A1206 6-26.90 Tract 24131-1, Stope Adj. Lot 76-1 1170.0 33.0 130 6.2 10 97 ' A1207 " Lot 20-1 1155.0 10.0 122 6.5 10 93 A1208 n Lot 20-1 1157.0 12.0 126 6.4 10 96 A1209 " lot 24-1 1158.0 10.0 121 7.0 10 93 A1210 " Lot 24-1 1160.0 12.0 126 6.2 10 97 aA1211 " Lot 85-1 1161.0 31.0 128 6.0 10 98 A1212 " Lot 85-1 1162.0 32.0 127 7.2 10 93 A1213 " Lot 84-1 1160.0 26.0 112 7.8 6 94 A1214 of Lot 84-1 1161.0 28.0 108 6.9 6 90 A1215 " Tract 24131-2, Lot 12-2 1164.0 6.0 118 9.6 10 91 A1216 " Lot 14.2 1162.0 8.0 118 8.6 10 91 ' A1217 " lot 16-2 1164.0 12.0 121 9.4 10 93 A1218 Lot 90-2 1164.0 12.0 118 8.4 10 91 A1219 " Lot 93-2 1180.0 2.0 119 7.8 10 91 A1220 Lot 13-2 1165.0 12.0 121 8.5 10 93 A1221 " Lot 17-2 1169.0 14.0 120 9.6 10 92 AIM " Lot 91-2 1171.0 14.0 119 7.1 10 91 A1223 " Lot 95-2 1179.0 4.0 118 7.8 10 91 ' A1224 Lot 94-2 1179.0 4.0 119 7.5 10 91 A1225 Lot 12-2 1174.0 12.0 118 8.2 10 91 A1226 Lot 15-2 1174.0 21.0 118 7.8 10 91 A1227 " Lot 18-2 1176.0 19.0 119 8.4 10 92 A1223 " Lot 92-2 1176.0 9.0 115 7.1 10 88 A1229 " Lot 12-2 1176.0 19.0 113 7.3 10 87 A123OR " Retest of A1228 1176.0 9.0 119 9.6 10 91 A1231R " Retest of A1229 1176.0 19.0 119 9.5 10 92 A1232 " Lot 107-2 1176.0 9.0 118 7.7 10 91 A1233 Lot 111-2 1178.0 19.0 119 7.5 10 91 A1234 " Lot 88-2 1178.0 23.0 119 8.5 10 92 A1235 " lot 94-2 1180.0 8.0 113 7.6 10 88 A1236 " Lot 92-2 1180.0 8.0 113 8.2 10 87 JA1237R " Retest of A1236 1180.0 8.0 120 9.1 10 92 A1238R " Retest of A1235 1180.0 8.0 118 9.2 10 91 A1239 6-27-90 Lot 11-2 1173.0 11.0 109 14.1 4 92 A1240 " Lot 13-2 1178.0 24.0 108 14.8 4 92 ' A1241 " Lot 15-2 1178.0 26.0 ill 15.6 4 94 A1242 " Lot 17-2 1178.0 18.0 110 14.6 4 93 A1243 " Lot 95-2 1182.0 2.0 110 13.8 4 93 A1244 " Lot 93-2 1182.0 5.0 109 14.2 4 92 A1245 " Lot 91-2 1175.0 5.0 108 14.4 4 91 A1246 " Lot 89-2 1175.0 15.0 108 13.9 4 91 '., A1247 " Lot 87-2 1182.0 25.0 107 16.6 4 91 A1248 Lot 18-2 1180.0 23.0 104 15.0 4 88 -'Project Number: 88-81-148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative JIDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content (X) Type (%) A1249 6-27-90 Tract 24131-2, Lot 16-2 1180.0 28.0 105 14.5 4 89 IA1250 " Lot 14-2 1180.0 26.0 104 16.6 4 88 A1251 Is Lot 12-2 1180.0 23.0 109 13.4 4 92 A1252R " Retest of A1248 1180-.0 23.0 108 13.9 4 91 1A1253R Retest of A1249 1180.0 28.0 107 13.5 4 91 A1254R " Retest of A1250 1180.0 26.0 109 14.3 4 91 A1255 " Lot 14-2 1182.0 27.0 108 15.6 4 91 'A1256 Lot 15-2 1182.0 30.0 107 15.4 4 90 A1257 " Lot 87-2 1182.0 29.0 107 16.6 4 91 A1258 " Lot 11-2 1182.0 10.0 110 14.9 4 93 A1259 " Lot 92-2 1184.0 12.0 109 14.6 4 92 JA1260 Lot 90-2 1184.0 32.0 108 14.8 4 91 AI261 Lot 88-2 1184.0 29.0 107 16.3 4 90 A1262 " Lot 86.2 1184.0 22.0 108 14.4 4 91 )'A1263 " Lot 94-2 1186.0 9.0 107 14.2 4 90 A1264 " Lot 93-2 1186.0 9.0 107 14.5 4 90 A1265 " Lot 91.2 1186.0 24.0 108 15.1 4 91 A1266 " Lot 89-2 1186.0 31.0 108 14.3 4 91 A1267 " Lot 87-2 1186.0 29.0 107 14.7 4 91 L A1268 Tract 24131-1,Via Naya, Adj. Lot 13 1128.0 6.0 ill 8.2 7 92 IA1269 " Via Maya, Adj, Lot 13 1130.0 8.0 112 7.5 7 93 A1270 " Via Maya, Adj Lot 13 1132.0 9.0 109 14.2 7 90 ( A1271 " Via Maya, Adj. Lot 13 1134.0 9.0 108 13.9 7 90 A1272* " Celle Carabana Adj. Lot 18 1157.0 5.0 116 6.8 12 92 IA1273* " Via Bande, Adj. Lot 21 1159.0 19.0 113 7.2 12 94 A1274* " Via Bande, Adj. Lot 22 1160.0 17.0 116 7.0 12 91 A1275* " Via eande, Adj. Lot 84 1161.0 23.0 116 6.6 12 91 A1276 " Lot 13-1 1139.0 8.0 115 5.1 12 90 PA1278 A1277 " Lot 13-1 1141.0 10.0 116 5.2 12 91 " Lot 16-1 1155.0 23.0 113 8.2 7 94 PA12" " Lot 16-1 1157.0 28.0 112 8.9 7 93 A1280 Lot 74-1 1150.0 18.0 ill 9.9 7 92 A1281 " Lot 74.1 1152.0 19.0 114 6.0 7 95 A1282 " Lot 86-1 1152.0 24.0 118 9.5 12 92 IA1283 " Lot 86.1 1154.0 25.0 125 8.6 12 98 A1284 " Lot 12-1 1142.0 7.0 ill 10.9 7 92 A1285 " Lot 12-1 1144.0 18.0 109 11.4 7 90 A1286 " Lot 17-1 1150.0 20.0 117 13.5 12 92 'A1287 " Lot 17-1 1152.0 22.0 115 13.0 12 90 L. A1288 " Lot 88-1 1148.0 19.0 116 14.2 12 91 A1289 " Lot 88-1 1149.0 19.0 116 12.0 12 91 JAI290 " Lot 13-1 1142.0 13.0 110 13.0 7 91 A1291 " Lot 13-1 1144.0 15.0 ill 8.2 7 92 ;J 1 Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS I POINT Test Approximate Approximate Approximate Field Relative ` 'IDENTIF Date Test Location Teat Depth of Fill Dry Moisture Sail Compaction ICATION Elevation (ft) Below Test (ft) Density Content M Type M F1292 -- Tract 24131-1, Lot 13-1 1148.0 19.0 124 10.5 9 95 * 1293' w Lot 13.1 1148.0 19.0 122 8.9 9 93 A1294* " Lot 16-1 1147.0 17.0 123 8.7 9 94 1295' Lot 16-1 1141.0 17.0 125 11.2 9 95 1x96 Lot 17.1 1148.0 13.0 110 7.5 7 92 A1297 " lot 17-1 1148.0 13.0 110 7.4 7 91 A1298 " Lot 12-1 1147.0 18.0 111 7.7 7 92 LA1299 " Lot 12.1 1147.0 18.0 110 7.6 7 91 300 " lot 74-1 1153.0 18.0 125 8.9 9 % A1301 " Lot 74-1 1153.0 18.0 113 12.0 7 94 F1302 " Lot 86-1 1148.0 18.0 116 12.0 7 96 1303 " Lot 86.1 1148.0 18.0 116 9.1 9 90 A1304 " Lot 88-1 1150.0 20.0 115 9.5 7 95 IA1305 Lot 88-1 1150.0 20.0 115 8.8 7 95 A1306 " Via Barrie, lot 24 1160.0 16.0 114 10.0 7 95 A1307 " Via Bande, Lot 82 1160.0 16.0 117 10.1 7 93 A1308 " Lot 18-1 1150.0 15.0 109 9.9 7 91 IA1309 " Lot 18-1 1150.0 15.0 108 8.5 7 90 A1310 - Lot 23-1 1146.0 2.0 109 8.4 7 91 A1311 " Lot 23-1 1146.0 2.0 114 10.1 7 95 IA1312 " Lot 26-1 1149.0 2.0 117 8.9 7 91 A1313 u Lot 26.1 1149.0 2.0 113 11.5 7 94 A1314 " Lot 20-1 1147.0 3.0 111 7.7 7 92 A1315 • Lot 20-1 1147.0 3.0 110 7.0 7 92 IA1316 ° Tr 24131-2, Greenbelt, Adj. Lot 85-2 1180.0 13.0 110 14.3 4 93 A1317 ■ Greenbelt, Adj. Lot 84-2 1180.0 17.0 108 14.6 4 91 A1318 " Greenbelt, Adj. Lot 82.2 1180.0 16.0 109 15.4 4 92 'A1319 " Lot 61-2 1188.0 6.0 109 13.7 4 92 A1320 " Lot 62-2 1196.0 4.0 107 15.6 4 91 A1321 " ' Lot 80-2 1180.0 8.0 108 13.1 4 91 'A1322 " Lot 78-2 1184.0 6.0 107 14.8 4 91 A1323 " Lot 76-2 1193.0 4.0 111 15.2 4 94 A1324 " Lot 74-2 1194.0 4.0 108 13.2 4 91 A1325 " lot 85-2 1184.0 12.0 104 10.4 4 88 'A1326 " Lot 83-2 1184.0 7.0 104 10.8 4 88 A1327 " Lot 81-2 1184.0 12.0 103 9.8 4 87 A1328 " Lot 59.2 1197.0 5.0 109 14.2 4 92 JAI329 " Lot 64-2 1204.0 4.0 110 15.6 4 93 A1330 " Lot 75-2 1194.0 5.0 109 15.1 4 92 Maw A 92 'A1331R " Retest of A173513 Z V 1184.0 12.0 107 14.4 4 91 A1332R " Retest of A1326 1184.0 7.0 107 16.2 4 90 •• A1333R " Retest of A1327 1164.0 12.0 109 15.5 4 92 ;1 'Palo= Del Sol / Mesa Haines Project Neer: 88.81-148-03 TABLE 1 . , SLMHARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill D Moisture Soil Compaction Dry � ICATION Elevation (ft) Below Test (ft) Density Content M Type M A1334 6-28-90 Tract 24131-2, Lot 60-2 11958.0 8.0 109 15.6 4 92 A1335 " Lot 63-2 1206.0 8.0 109 14.6 4 92 A1336 of Lot 77-2 1194.0 9.0 109 14.1 4 92 A1337 " Greenbelt, Adj. Lot 85-2 1186.0 21.0 108 14.8 4 91 ' A1338 " Greenbelt, Adj. Lot 82.2 1186.0 22.0 107 13.6 4 90 A1339 " Greenbelt, Adj. Lot 81-2 1186.0 22.0 107 13.9 4 90 A1340 No Test No Test ' A134 No Test A1341 No Test A1343 A1344 No Test ' A1345 6/29/90 Lot 11-2 1188.0 16.0 108 9.2 3 94 A1346 " Lot 12-2 1188.0 31.0 106 9.9 3 93 A1347 " Lot 13-2 1188.0 33.0 106 12.3 17 90 ' A1348 " Lot 14-2 1188.0 33.0 109 10.3 3 95 A1349 " Lot 15-2 1188.0 30.0 111 12.3 17 94 A1350 " Lot 16-2 1188.0 32.0 108 12.1 17 92 A1351 " Lot 17-2 1188.0 32.0 106 12.4 17 90 A1352 " Lot 18-2 1188.0 31.0 104 15.6 17 88 �. A1353 " Lot 19-2 1188.0 26.0 105 16.1 17 8V A1354 " Tract 24131-1, Lot 14-1 1152.0 27.0 120 10.1 12 93 A1355 Lot 16-1 1155.0 27.0 118 9.4 12 91 l A1356 Lot 18-1 1155.0 21.0 118 8.8 12 91 A1357 Lot 14-1 1154.0 29.0 107 12.7 17 90 ' A1358 Lot 18-1 1156.0 19.0 109 11.9 17 92 A1359 ReLot 17.1 1154.0 21.0 104 8.7 14 40 A1360 " Lot 16-1 1156.0 28.0 108 13.2 17 91 A1361 " Lot 12-1 1154.0 26.0 106 9.1 14 92 ' A1362 " Lot 24-1 1161.0 13.0 108 11.9 17 91 A1363 " Lot 22-1 1159.0 10.0 106 11.7 17 90 A1364 " Lot 19-1 1156.0 15.0 107 13.1 17 90 A1365 " Lot 15-1 1154.0 29.0 106 12.6 17 90 A1366* " Tr 24131-2, Greenbelt, Adj. Lot 79.2 1190.0 8.0 109 15.6 4 92 A1367* " Lot 72-2 1190.0 8.0 107 14.8 4 90 ' A1368" " Lot 70-2 1190.0 8.0 107 15.9 4 90 A1369• " Lot 92-2 1192.0 15.0 107 14.8 4 90 A1370 d Lot 90-2 1192.0 39.0 108 16.2 4 91 A1371 " Lot 87-2 1194.0 35.0 107 14.1 4 90 A1372 of Greenbelt, Adj. Lot 81-2 1194.0 31.0 107 13.7 4 90 A1373 " Lot 83-2 1194.0 17.0 108 14.6 4 91 A1374 " Lot 73-2 1194.0 7.0 108 15.2 4 91 A1375 " Tract 24131-3, Lot 69-3 1194.0 7.0 106 14.2 4 90 A1376 " Tr 24131-2, Greenbelt, Adj. Lot 81-2 1198.0 26.0 108 13.5 4 91 •1 Project Number: 88-81-148-03 TABLE 1 1' SUMMARY OF FIELD TEST RESULTS t POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Catmtpactien f ICATION Elevation (ft) Below Test (ft) Density Content (X) Type (X) A1377 6-29-90 Tract 24131-2, Lot 71-2 1198.0 13.0 108 13.8 4 91 'A1378 " Lot 72-2 1200.0 15.0 109 14.7 4 92 • AIM " Tract 24131-3, Lot 69-3 1200.0 18.0 110 13.1 4 93 A1380 " Lot 71.3 1202.0 23.0 108 14.3 4 91 A1381 7/02/90 Tr 24131-1, Mantelegro Way Sta 22+50 1143.0 17.0 121 9.2 9 93 A1382 " Montelegro Way, Sta 23+00 1143.0 17.0 121 9.2 9 93 A1383 " Montelegro Way, Sta 24+00 1146.0 24.0 117 9.4 9 90 iA1384 Montelegro Way, Sta 26+00 1151.0 26.0 120 6.7 9 92 A1385 " Montelegro Way, Sta 27+50 1152.0 27.0 118 6.6 9 90 A1386 " Montelegro Way, Ste 27+00 1152.0 23.0 120 6.6 9 92 1AI387 " Montelegro Way, Ste 28+00 1153.0 19.0 118 7.0 9 90 A1388 ° Montelegro Way, Sta 29+50 1153.0 15.0 118 6.7 9 90 A1389 " Mantelegro Way, Sta 29+00 1154.0 11.0 120 6.4 9 92 A139OR " Retest of A1352 1188.0 31.0 119 12.1 17 92 JA139IR " Retest of A1353 1188.0 26.0 119 12.9 17 91 A1392 7-20-90 Tr 24131-2, Montelegro, Adj. Lot 18 1185.0 17.0 105 17.2 16 88 A1393 Montelegro, Adj. Lot 15 1181.0 33.0 104 15.7 16 88 JA1394R " Retest of A13H -►J9-2- X 1185.0 17.0 108 17.1 16 91 A1395R w Retest of A1393 ' \ 1181.0 33.0 108 16.0 16 91 A1396 " Montelegro, Adj. Lot 13 1180.0 25.0 107 18.1 16 90 A1397 " Lot 11-2 1180.0 10.0 107 19.1 16 90 A1398 " Lot 12.2 1180.0 19.0 107 17.1 16 90 t A1399 " Lot 13-2 1180.0 26.0 109 16.3 16 92 A1400 7-23-90 Tract 24131, Lot 125 1210.0 0.0 115 5.3 12 88 A1401 " Lot 126 1210.0 1.0 108 11.0 7 90 A1402R 7-25-90 Retest of A1400 1210.0 0.0 119 11.6 12 92 A1403 " Tract 24131, Lot 10 1206.0 14.0 106 12.9 17 90 'A1404 " Lot 13 1206.0 28.0 107 13.3 17 90 A1405 " Via Arias, Adj. Lot 12 1207.0 19.0 108 15.2 17 91 A1406 " Via Arias, Adj. Lot 11 1207.0 14.0 107 13.9 17 90 A1407 " Lot 9 1208.0 4.0 105 7.3 14 91 A1408 " Lot 12 1208.0 23.0 107 8.1 14 93 IA1409 " Via Arias, Adj. Lot 24 1208.0 4.0 108 14.1 17 91 A1410 " Lot 35 1201.0 19.0 105 12.1 17 91 JA1411 " Lot 33 1199.0 12.0 107 11.7 17 90 A1412 " Tr 24131-3,Calle Avelle Adj. Lot 35-31198.0 15.0 108 13.4 17 91 A1413 " Lot 34-3 1199.0 14.0 108 13.6 17 91 'A1414 7-26-90 Tract 24131, Lot 11 1208.0 23.0 116 5.3 10 90 A1415 " Lot 9 1210.0 11.0 117 5.7 10 90 A1416 " Lot 10 1209.0 11.0 106 9.1 14 92 A1417 " Lot 12 1212.0 28.0 105 8.7 14 91 A1418 " Lot 11 1212.0 22.0 104 8.0 14 91 A1419 " Lot 11 1212.0 23.0 104 9.3 14 91 1 1 'Paloma Del Sol / 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 A1420 7-26-90 Tract 24131, Lot 14 1209.0 36.0 117 8.5 10 90 A1421 " Lot 15 1211.0 35.0 117 9.1 10 90 A1422 Is Lot 13 1212.0 30.0 116 9.5 10 89 A1423 " Lot 12 121,3.0 27.0 115 8.5 10 88 A1424 " Lot 14 1212.0 37.0 118 9.0 10 91 A1425R Retest of A1422 1212.0 30.0 118 9.3 10 91 A1426R " Retest of A1423 1213.0 27.0 116 9.1 10 90 A1427 " Lot 10 1213.0 17.0 108 11.5 7 90 ' A1428 " Lot 11 1214.0 25.0 109 12.5 7 91 A1429 " Lot 12 1215.0 31.0 108 11.8 7 90 A1430 " Lot 9 1214.0 17.0 117 7.4 10 90 A1431 " Lot 8 1210.0 6.0 118 6.9 10 91 A1432 " Lot 13 1214.0 35.0 119 9.1 10 91 A1433 " Lot 14 1214.0 38.0 120 8.8 10 92 -' A1434 " Lot 15 1214.0 39.0 118 8.3 10 91 A1435 7-26.90 Tract 24131-3, Lot 6-3 1165.0 7.0 109 9.2 6 91 A1436 " Lot 8-3 1165.0 1.0 109 9.4 6 91 A1437 " Lot 7-3 1167.0 12.0 109 8.5 6 91 ' A1438 " Lot 85-3 1167.0 5.0 109 8.5 6 91 L A1439 p Lot 5-3 1169.0 4.0 110 9.7 6 92 A1440 " Lot 8-3 1169.0 6.0 109 8.0 6 91 ' A1441 " Lot 6-3 1171.0 15.0 108 8.0 6 91 A1442 " Lot 86-3 1171.0 5.0 109 8.6 6 91 A1443 " Slope Adj. Lot 5-3 1173.0 6.0 ill 5.6 6 93 A1444 " Slope Adj. Lot 7-3 1173.0 23.0 111 5.6 6 93 A1445 " Slope Adj. Lot 9-3 1173.0 11.0 112 3.5 6 94 A1446 " Slope Adj. Lot 12.3 1175.0 3.0 112 8.7 6 94 A1447 " Lot 84-3 1175.0 6.0 113 10.9 6 94 ' A1448 " Lot 86-3 1175.0 5.0 114 10.2 6 95 A1449 " Lot 6-3 1175.0 20.0 112 9.6 6 94 A1450 " Lot 5-3 1177.0 7.0 111 10.5 6 93 A1451 " Lot 9-3 1177.0 7.0 108 9.1 6 91 A1452 " Lot 85-3 1177.0 15.0 109 8.8 6 91 A1453 Lot 15-3 1179.0 6.0 109 8.3 6 91 A1454 " Lot 17-3 1179.0 3.0 110 8.0 6 92 A1455 " Lot 82-3 1179.0 4.0 113 7.4 6 95 A1456 " Lot 5.3 1181.0 9.0 109 6.8 6 92 A1457 " Lot 8-3 1181.0 18.0 109 8.0 6 91 �•' A1458 " Lot 10-3 1181.0 7.0 110 6.9 6 92 �. A1459 7-27-90 Tract 24131, Lot 14 1215.0 39.0 109 8.8 7 91 A1460 " Lot 12-3 1215.0 31.0 108 8.2 7 90 ' A1461 " Lot 10-3 1214.0 22.0 109 9.3 7 91 A1462 " Lot 9-3 1213.0 10.0 110 10.6 7 91 1 r' .1 'Palo= Del Sol / Mesa Hanes Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS I` 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 A1463 7.27-90 Tract 24131, Lot 11 1215.0 30.0 ill 8.4 7 93 A1464* " Lot 14 1215.0 40.0 ill 8.1 7 92 A1465* It Lot 13 1216.0 35.0 117 7.0 10 90 A1466 Lot 13 1215.0 38.0 117 7.8 10 90 A1467 " Lot 9 1214.0 18.0 116 10.0 10 90 A1468 " Lot 11 1215.0 27.0 116 10.3 10 90 A1469* " Lot 10 1214.0 18.0 117 11.1 10 90 A1470 " Tract 24131-3, Lot 37-3 1208.0 45.0 110 9.3 7 92 A1471 " Lot 38-3 1201.0 32.0 ill 10.2 7 92 �= A1472 ■ Lot 40-3 1199.0 22.0 117 7.2 10 90 A1473 " Lot 41-3 1197.0 6.0 117 8.7 10 90 ` A1474 " Lot 39-3 1200.0 22.0 118 9.1 10 91 A1475 " Lot 37-3 1209.0 45.0 108 7.8 7 90 A1476 " Lot 38-3 1209.0 41.0 110 7.6 7 91 A1477 " Lot 40-3 1210.0 27.0 115 5.0 18 92 A1478 " Lot 41-3 1211.0 19.0 110 6.5 7 91 t A1479 " Tract 24131, Lot 16 1211.0 48.0 111 6.7 7 92 A1480 " Tract 24131-3, Slope Adj. Lot 6-3 1181.0 31.0 ill 9.0 6 93 A1481 Slope Adj. Lot 8-3 1181.0 24.0 112 8.1 6 94 �. A1482 " Slope Adj. Lot 10-3 1181.0 9.0 109 10.9 6 91 A1483 " Slope Adj. Lot 14-3 1181.0 9.0 109 11.2 6 91 A1484 " Slope Adj. Lot 5-3 1182.0 20.0 109 9.9 6 91 A1485 " Slope Adj. Lot 8-3 1182.0 26.0 109 9.8 6 91 A1486 " Slope Adj. Lot 12-3 1182.0 8-0 110 9.8 6 92 'A1487 Slope Adj. Lot 15 1182.0 15.0 109 9.9 6 91 A1488 " Lot 86-3 1181.0 9.0 109 9.3 6 91 A1489 " Lot 82-3 1181.0 1.0 108 9.3 6 91 A1490 " Lot 84-3 1181.0 14.0 109 9.0 6 91 'A1491 • Lot 85-3 1181.0 21.0 108 9.6 6 91 A1492 7-27-90 Lot 6-3 1182.0 24.0 110 9.7 6 92 A1493 0 Lot 9-3 1182.0 9.0 110 9.6 6 92 'A1494 " Lot 15-3 1182.0 13.0 111 9.4 6 93 A1495 " Lot 18-3 1182.0 6.0 ill 9.5 6 93 A1496 " Slope Adj. Lot 7-3 1183.0 34.0 111 8.4 6 93 'A1497 " Slope Adj. Lot 9-3 1183.0 17.0 110 8.1 6 92 A1498 Lot 87-3 1183.0 6.0 109 8.6 6 91 A1499 ■ Lot 82-3 1183.0 5.0 108 8.9 6 90 A1500 " Lot 10-3 1184.0 7.0 108 8.9 6 90 ' A1501 Lot 14-3 1184.0 7.0 109 8.3 6 91 A1502 " Lot 18-3 1184.0 3.0 110 7.8 6 92 A1503 ~ Lot 5.3 1185.0 13.0 ill 9.4 6 93 A1504 " Lot 7.3 1185.0 29.0 108 10.6 6 90 A1505 " Lot 9-3 1185.0 13.0 108 9.1 6 91 LI 1 Palome Del Sol / Mesa Moans Project Number: 88-81-148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Teat Depth of Fill D Moisture Soil Compaction ep Cry ompa - ' ICATIOM- ----------------------- --------`•-- •--•-...Elevation+(ft)---Below-Test-(ft)--Density..Content-M Type ---(X)---•• - A1506 7-27-90 Tract 24131-3, Lot 12-3 1185.0 5.0 108 9.8 6 90 ' A1507 " Lot 13-3 1186.0 6.0 109 9.6 6 91 A1508 0 Lot 16-3 1186.0 16.0 109 9.8 6 91 A1509 " Lot 18-3 1186.0 2.0 108 9.4 6 91 -! A1510 " Lot 14-3 1187.0 10.0 109 10.4 6 91 A1511 " Lot 17-3 1189.0 11.0 109 9.7 6 91 A1512 " Lot 16-3 1188.0 16.0 110 9.7 6 92 A1513 " Lot 18-3 1188.0 4.0 ill 9.1 6 93 ' A1514 " Lot 17-3 1189.0 14.0 110 9.6 6 92 A1515 " Lot 22-3 1189.0 7.0 109 9.4 6 91 A1516 " Lot 14-3 1190.0 14.0 110 9.8 6 92 ' A1517 w Lot 17-3 1190.0 16.0 108 10.1 6 91 A1518 " Lot 21-3 1191.0 4.0 110 9.9 6 92 A1519 " Lot 22-3 1191.0 11.0 109 9.8 6 91 A1520 07-30-90 Tract 24131-2, Lot 76-2 1208.0 20.0 112 9.8 7 94 A1521 " Lot 78-2 1207.0 29.0 108 10.5 7 90 A1522 " Lot 74-2 1208.0 10.0 112 7.3 7 93 A1523 " Lot 77-2 1207.0 24.0 110 9.7 7 92 A1524 " Lot 75-2 1208.0 17.0 ill 10.4 7 92 A1525• Lot 78-2 1209.0 22.0 110 10.6 7 91 A1526• Lot 79-2 1207.0 31.0 108 8.9 7 90 ' A1527 " Greenbelt, Adj. Lot 79-2 1208.0 33.0 110 9.3 7 92 A1528 " Lot 77-2 1208.0 18.0 108 8.7 7 90 A1529 " Lot 76-2 1209.0 18.0 108 8.5 7 90 ' A1530 " Lot 74-2 1212.0 13.0 110 7.1 7 91 A1531 " Lot 75-2 1210.0 18.0 ill 12.9 7 93 A1532 Greenbelt, Adj. Lot 76-2 1209.0 11.0 116 10.7 12 90 A1533 " Greenbelt, Adj. Lot 78-2 1209.0 19.0 118 10.0 12 91 ' A1534* " Lot 117-2 1195.0 22.0 119 9.3 12 91 A1535* " Lot 116-2 1196.0 30.0 117 10.2 12 90 A1536 " Greenbelt, Adj. Lot 79-2 1205.0 33.0 108 8.3 7 90 - ' A1537 " Lot 79-2 1206.0 38.0 109 7.9 7 91 A1538 " Lot 79-2 1205.0 29.0 108 8.8 7 90 A1539 " Lot 81-2 1201.0 34.0 110 8.1 7 92 ' A1540 " Tract 24131-1, Lot 79-1 1162.0 24.0 ill 5.9 7 92 A1541 " Lot 76-1 1169.0 37.0 113 4.7 7 95 A1542 " Lot 83-1 1156.0 23.0 ill 5.3 7 92 A1543 " Lot 74.1 1156.0 25.0 109 5.6 7 91 ' A1544 " Lot 77-1 1164.0 30.0 109 5.4 7 91 A1545 " Lot 81-1 1162.0 25.0 109 8.1 7 91 A1546 " Lot 75-1 1158.0 27.0 108 7.7 7 90 ' A1547 " Lot 84-1 1158.0 26.0 108 8.2 7 91 A1548 " Lot 85-1 1152.0 22.0 108 8.1 7 90 1. i .'Palo= Del Sol / Mesa Names Project Number: 88.81.148-03 TABLE 1 ' SllIIIART OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative th of tt Dry 'IDENTIF Dace -Test Location ------------------------E evation--ft)---Below-Tes ,(ft)--Density moisture Soil Compaction -- Content (X) Type (X) IGTION----------- ------------ ( y A1549 7-30.90 Tract 24131-1, Lot 88-1 1152.0 22.0 108 8.3 7 90 'A1550 " Lot 89-1 1152.0 5.0 108 7.8 7 90 A1551 " Lot 94-1 1154.0 17.0 108 8.9 7 90 A1552 Lot 86-1 1154.0 27.0 108 8.5 7 90 'A1553 " Lot 85-1 1156.0 26.0 109 8.0 7 91 A1554 ° Lot 88-1 1156.0 24.0 109 8.2 7 91 A1555 " Lot 82-1 1160.0 26.0 110 7.6 7 92 1 A1556 7.31-90 Tract 24131-2, Lot 116-2 1194.0 26.0 112 8.9 19 88 A1557 " Lot 117-2 1194.0 15.0 114 7.5 19 90 A1558* " Lot 118-2 1194.0 14.0 116 8.7 19 91 A1559* " Lot 115-2 1194.0 35.0 115 8.3 19 90 ' A156OR " Retest of A1556 1194.0 26.0 115 8.6 19 90 F A1561 " Greenbelt, Adj. Lot 116-2 1193.0 27.0 113 9.0 19 89 A1562 Greenbelt, Adj. Lot 114-2 1194.0 30.0 114 9.3 19 90 ' A1563R Retest of A1561 1193.0 27.0 115 8.8 19 91 A1564* " Lot 75-2 1212.0 19.0 116 8.1 19 91 A1565 " Greenbelt, Adj. Lot 76-2 1210.0 10.0 116 9.3 19 91 A1566 " Lot 77-2 1210.0 24.0 115 7.9 19 90 • ' A1567 " Lot 79-2 1209.0 29.0 117 9.6 19 92 L A1568 " Lot 80-2 1207.0 34.0 116 8.9 19 91 A1569 Greenbelt, Adj. Lot 81-2 1196.0 30.0 117 8.7 19 92 A1570 " Greenbelt, Adj. Lot 82-2 1195.0 30.0 115 8.1 19 90 1 A1571 " Greenbelt, Adj. Lot 81.2 1197.0 30.0 118 9.0 19 92 A1572 " Tract 24131-3, Lot 40.3 1204.0 16.0 118 9.6 19 92 A1573 Lot 41-3 1200.0 6.0 115 8.2 19 90 A1574* " lot 38-3 1211.0 30.0 117 8.7 19 92 A1575 Lot 40-1 1204.0 19.0 116 9.9 19 91 A1576 " Tract 24131-1, Lot 85-1 1160-0 28.0 Ill 93 7 93 A1577 " Lot 94-1 1160.0 25.0 112 9.4 7 93 A1578 " Lot 84-1 1160.0 27.0 113 8.9 7 94 A1579 " Lot 87-1 1160.0 32.0 Ill 6.7 7 93 ' A1580 " Lot 85-1 1162.0 30.0 113 8.1 7 94 A1581 " Lot 82-1 1162.0 25.0 108 9.5 7 90 A1582 Lot 76-1 1161.0 29.0 109 9.5 7 91 ' A1583 " Lot 73-1 1161.0 25.0 109 8,9 7 90 A1584 " Lot 85-1 1162.0 31.0 110 9.4 7 91 A1585 " Lot 84-1 1162.0 25.0 110 9.8 7 92 A1586 " Lot 84-1 1164.0 31.0 ill 9.6 7 92 ' A1587 " Lot 81-1 1164.0 26.0 110 9.4 7 91 A1588 " Lot 77-1 1166.0 33.0 110 9.7 7 92 A1589 " Lot 79-1 1166.0 26.0 108 9.2 7 90 A1590 " Lot 80-1 1168.0 30.0 109 8.9 7 91 A1591 " Lot 78-1 1168.0 33.0 109 9.2 7 91 1 :!Palow Del Sol / Mesa Hem" Project WMber: 88.81.14$-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative r IDENTIF Date Test Location Test Depth of Fill D Moisture Soil Compaction ep Dry amps ICATION Elevation (ft) Below Test (ft) Density Content M Type M A1592 7-31-90 Tract 24131-1, Slope Adj. Lot 87-1 1163.0 27.0 110 9.2 7 92 A1593 " Slope Adj. Lot 83-1 1165.0 35.0 ill 8.6 7 93 A1594 " slope Adj. Lot 82-1 1167.0 34.0 109 9.7 7 91 A1595 " Lot 80-1 1172.0 37.0 109 10.2 7 91 'A1596 " Slope Adj. Lot 81-1 1174.0 39.0 110 10.3 7 91 A1597 " Slope Adj. Lot 75.1 1167.0 36.0 108 9.3 7 90 A1598 " Slope Adj. Lot 86-1 1165.0 36.0 109 9.0 7 91 'A1599 " Slope Adj. Lot 88-1 1165.0 13.0 109 9.4 7 91 A1600 8.01-90. Slope Adj. Lot 88-1 1164.0 22.0 108 8.9 7 90 A1601 " Slope Adj. Lot 84-1 1164.0 35.0 109 9.4 7 90 A1602 " Slope Adj. Lot 82-1 1166.0 33.0 112 7.0 7 94 ' A1603 if Lot 84-1 1162.0 30.0 ill 6.5 7 93 A1604 is Lot 82-1 1166.0 31.0 108 7.8 7 90 A1605 to Lot 72-1 1166.0 9.0 109 9.6 7 91 A1606 Lot 74-1 1166.0 35.0 109 8.7 7 91 A1607 " Lot 76-1 1166.0 34.0 109 8.6 7 91 A1608 " Lot 73-1 1168.0 25.0 109 8.4 7 91 A1609 " Lot 75-1 1168.0 37.0 109 8.7 7 91 A1610 " Lot 77-1 1168.0 35.0 110 8.4 7 92 A1611 " Lot 78-1 1170.0 33.0 107 11.2 7 89 A1612 " Lot 76-1 1170.0 38.0 106 11.6 7 88 A1613 " Lot 74-1 1170.0 38.0 105 11.0 7 88 A1614 " Lot 72-1 1170.0 8.0 107 10.6 7 89 A1615R " Retest of A1611 1170.0 33.0 109 9.1 7 90 A1616R " Retest of A1612 1170.0 38.0 109 9.1 7 91 A1617R " Retest of A1613 1170.0 38.0 109 9.3 7 91 A1618R Retest of A1614 1170.0 8.0 109 10.1 7 91 A1619 " Slope Adj. Lot 78-1 1171.0 37.0 110 9.0 7 91 '.� A1620 " Lot 74-1 1171.0 39.0 109 8.7 7 91 A1621 " Slope Adj. Lot 74-1 1171.0 42.0 109 8.7 7 91 A1622 " Slope Adj. Lot 73-1 1171.0 34.0 109 9.2 7 91 ' A1623 " Lot 73-1 1172.0 30.0 110 9.5 7 91 A1624 " Lot 75-1 1172.0 41.0 108 8.9 7 90 A1625 " Lot 77-1 1172.0 39.0 108 9.2 7 90 - A1626 " Lot 78-1 1174.0 38.0 109 9.4 7 90 A1627 " Lot 76-1 1174.0 42.0 109 7.0 7 91 A1628 " Lot 74-1 1174.0 44.0 110 9.7 7 91 A1629 " Lot 72-1 1174.0 17.0 108 9.7 7 90 A1630 " Slope Adj. Lot 72-1 1175.0 18.0 109 9.8 7 91 A1631 " Slope Adj. Lot 74-1 1175.0 46.0 ill 10.5 7 93 A1632" " Tract 24131.2, Lot 79-2 1210.0 33.0 117 6.7 10 90 A1633* " Lot 80-2 1208.0 36.0 118 9.4 10 91 A1634 " Lot 82-2 1206.0 31.0 lie 9.9 10 91 1 1 Paloma Del Sol / Mesa Names Project Number; sa-81-148-03 TABLE 1 ' SIAMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ' IGTION--------------------- - -- -•------•__-......_..Elevation-(ft)---Below-Test-(ft)--Density .Content-M Type (X) •.- --- A1635 8-01-90 Tract 24131-2, Lot 84-2 1203.0 28.0 110 7.3 7 92 ' A1636 " Lot 85-2 1202.0 26.0 112 8.3 7 93 A1637 " Lot 85-2 1200.0 26.0 112 7.4 7 93 A1638 Lot 78-2 121,6.0 27.0 113 9.2 7 94 ' A1639 Lot 77-2 1211.0 26.0 112 11.2 7 93 A1640e " Lot 85-2 1203.0 28.0 113 8.4 7 94 A1641 " Lot 83-2 1207.0 24.0 ill 9.2 7 92 A1642 " Lot 81-2 1208.0 33.0 112 10.1 7 93 ' A1643 " Lot 112-2 1199.0 39.0 108 9.3 7 90 A16" " Lot 111-2 1197.0 39.0 109 5.8 7 91 A1645 " Lot 110-2 1195.0 25.0 108 8.2 7 90 A1646 " Lot 113-2 1199.0 37.0 108 9.2 7 90 A1647 " Lot 112-2 1198.0 37.0 109 11.4 7 91 A1648 ° Tract 24131-1. Slope Adj. Lot 75-1 1175.0 ".0 ill 5.6 7 93 ' A1649 ° Lot 77-1 1175.0 40.0 112 8.7 7 94 A1650 " Lot 72-1 1176.0 9.0 106 11.4 7 88 A1651 " Lot 74-1 1176.0 44.0 106 11.5 7 88 A1652 " Lot 76-1 1176.0 43.0 106 10.8 7 88 ' A1653R " Retest of A1650 1176.0 9.0 110 9.7 7 91 L A1654R " Retest of A1651 1176.0 44.0 110 9.1 7 92 A1655R " Retest of A1652 1176.0 43.0 108 9-8 7 90 A1656 " Lot 73-1 1177.0 40.0 109 9.8 7 91 �. A1657 " Lot 75-1 1177.0 46.0 108 9.7 7 90 A1658 " Lot 77-1 1177.0 ".0 112 6.6 7 93 A1659 " Lot 76-1 1178.0 45.0 ill 6.9 7 92 A1660 " Lot 74-1 1178.0 47.0 109 7.1 7 90 A1661 N Lot 72-1 1178.0 26.0 110 6.8 7 91 A1662 " Lot 71-1 1179.0 7.0 109 8.2 7 91 ' A1663 " Lot 72-1 1179.0 27.0 108 7.2 7 90 A1664 " Tract 24131, Lot 73 1224.0 0.0 122 9.7 13 92 A1665 " Lot 73 1226.0 2.0 120 9.3 13 91 ' A1666 " Lot 73 1227.0 3.0 119 8.0 13 90 A1667 No Test A1668 8-02.90 Tract 24131-2, Lot 111-2 1196.0 36.0 115 8.3 19 90 ' A1669 " Lot 112-2 1197.0 39.0 116 9.1 19 91 A1670 M Lot 112-2 1198.0 40.0 116 7.7 19 91 A1671 " Lot 111-2 1195.0 34.0 115 8.7 19 90 A1672 " Lot 88-2 1195.0 39.0 117 9.6 19 92 ' A1673 " Lot 107-2 1191.0 18.0 109 10.2 7 91 1. A1674 " Lot 109-2 1194.0 24.0 110 10.7 7 92 A1675 " Lot 108-2 1192.0 20.0 109 11.6 7 91 ' A1676 " Lot 110-2 1194.0 23.0 107 7.8 14 93 A1677 Lot 90 2 1191.0 38.0 106 8.3 14 92 .1 l' ' Project No or: 88-81-148-03 TABLE 1 1 SLRMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative ' IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Cowpeetion ICATION Elevation (ft) Below Test (ft) 0ensity Content (XI Type (%) ------------------------------------------------------------------ A1678 8-02-90 Tract 24131-2, Lot 92-2 1186.0 18.0 108 8.5 14 94 ' A1679 " Lot 94-2 1182.0 10.0 109 7.5 14 95 A1680 " Lot 93-2 1184.0 6.0 106 7.9 14 92 A1681 " Lot 91-2 1189.0 32.0 106 8.2 14 92 ' A1682 " Lot 107-2 1191.0 22.0 107 9.0 14 93 A1683 " Lot 87-2 1197.0 49.0 107 8.7 14 93 A1684 " Tract 24131-1, Lot 42-1 1174.0 8.0 119 6.7 10 91 A1685 " Lot 55-1 1161.0 3.0 118 8.0 10 91 A1686 " Lot 52-1 1155.0 3.0 117 10.0 10 90 A1687 • Lot 94-1 1148.0 3.0 120 6.9 10 92 A1688 " Lot 51.1 1152.0 5.0 121 6.6 10 93 ' A1689 " Lot 54-1 1159.0 5.0 120 5.3 10 92 A1690 " Lot 41-1 1169.0 5.0 117 6.1 10 90 A1691 " Lot 56-1 1166.0 6.0 119 9.1 10 92 ' A1692 " Lot 93-1 1153.0 8.0 117 8.6 10 90 A1693 " Lot 2-1 1153.0 7.0 118 9.1 10 91 A1694 8-03-90 Tract 24131-2, Lot 92-2 1189.0 13.0 ill 10.5 7 93 ' A1695 " Lot 93-2 1189.0 5.0 110 11.1 7 92 A1696 " Lot 94-2 1190.0 13.0 112 10.3 7 93 A1697 " Lot 109.2 1194.0 19.0 112 9.7 7 93 A1698 as Lot 107-2 1191.0 16.0 108 9.2 7 90 A1699 N Lot 108-2 1193.0 25.0 112 8.9 7 93 A17W " Lot 110.2 1196.0 20.0 118 9.2 19 93 A1701 " Lot 111-2 1198.0 34.0 117 9.8 19 92 A1702 " Lot 87-2 1197.0 45.0 115 8.1 19 90 A1703 " Lot 89-2 1196.0 40.0 115 7.7 19 90 A1704 " Lot 86-2 1198.0 34.0 115 9.0 19 90 ' A1705 • Lot 94-2 1191.0 9.0 118 8.3 19 92 A1706 " Lot 91-2 1194.0 32.0 117 8.7 19 92 A1707 " Lot 106-2 1190.0 10.0 117 9.4 19 91 A17M " Lot 90-2 1195.0 37.0 118 8.1 19 92 A1709 " Lot 88-2 1197.0 39.0 116 7.5 19 91 A1710 8-06-90 Lot 18-2 1192.0 34.0 112 12.7 18 90 A1711 " Lot 16-Z 1189.0 39.0 112 13.3 18 90 A1712 " Lot 14-2 1187.0 31.0 112 13.2 18 90 A1713 " Lot 13-2 1186.0 32.0 116 8.1 18 93 A1714 " Lot 15-2 1188.0 36.0 115 7.7 18 92 ' A1715 " Lot 17-2 1190.0 38.0 109 11.1 7 91 A1716 " Lot 16-2 1189.0 37.0 109 11.1 7 91 A1717 " Lot 15-2 1188.0 36.0 108 9.0 7 90 A1718 " Lot 14-2 1186.0 31.0 108 10.0 7 90 ' A1719 " Lot 13-2 1186.0 31.0 115 11.6 18 92 A1720 " Lot 17-2 1191.0 39.0 115 12.1 18 92 1 r Palom Del Sal / Mesa Homes Project Number: 88-81-148-03 TABLE 1 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of fill Dry Moisture Sail Compaction [CATION Elevation (ft) Below Test (ft) Density Content M Type (%) ------------------------------------•---....-•-------.....-----------....------------......------------------------------------- A1721 8-07-90 Tract 24131-2, Lot 11-2 1187.0 13.0 114 9.6 18 91 ' A1722 " Lot 12-2 1188.0 30.0 112 11.7 18 90 A1723 " Lot 13-2 1189.0 34.0 116 12.3 18 93 A1724 " Lot 15-2 1192.0 40.0 115 10.9 18 92 ' A1725 " Lot 17-2 1194.0 39.0 115 11.3 18 92 A1726 " Lot 18-2 1196.0 39.0 114 12.0 18 91 A1727 " Lot 16-2 1193.0 39.0 109 12.3 7 91 A1728 0 Lot 12-2 1189.0 27.0 108 11.4 7 90 A1729 N Tract 24131, Lot 29 1209.0 7.0 108 9.1 7 90 A1730 " Lot 31 1211.0 7.0 109 9.a 7 91 A1731 " Lot 32 1212.0 5.0 108 10.9 7 90 A1732 " Lot 30 1210.0 3.0 110 10.0 7 91 A1733 " Lot 29 1210.0 4.0 109 10.8 7 91 A1734 " Lot 23 1201.0 3.0 110 12.1 7 92 ' A1735 " Lot 22 1198.0 7.0 ill 11.8 7 92 A1736 " Lot 24 1201.0 3.0 110 11.1 7 92 A1737 " Lot 31 1214.0 0.0 113 10.8 7 94 A1738 Is Lot 29 1212.0 2.0 ill 11.3 7 93 ' A1739 " Lot 30 1216.0 7.0 108 10.5 7 90 A1740 8-08-90 Tract 24131-2, Lot 21-2 1200.0 20.0 116 9.3 19 91 A1741 Lot 22-2 1201.0 12.0 115 9.5 19 90 I' A1742 " Lot 23-2 1201.0 13.0 113 8.6 7 94 A1743 Lot 21-2 1202.0 21.0 107 10.0 3 9.4 A1744 " Lot 22-2 1203.0 12.0 108 9.4 7 90 �-. A1745 " Lot 23-2 1203.0 7.0 106 11.3 3 A1746 " Lot 24-2 1202.0 7.0 104 10.7 3 93•_f. A1747 " Lot 62-2 1203.0 4.0 109 9.4 7 91 A1748 " Lot 65-2 1207.0 5.0 112 14.9 7 93 ' A1749 Lot 66-2 1213.0 4.0 112 14.8 7 93 A1750 • Lot 64-2 1204.0 6.0 103 10.6 3 90 A1751 Lot 63-2 1206:0 6.0 108 14.5 3 94 . . A1752 8-09-90 Tract 24131-1, Lot 42-1 1170.0 5.0 104 7.7 4 87.,:_', A1753 Al Lot 55-1 1167.0 6.0 107 14.9 4 90:'````.�f=' A1754 " Lot 54-1 1162.0 7.0 103 5.7 4 87 ' A1755 " Via Candeleda, Adj. Lot 43-1 1167.0 6.0 100 4.9 3 87 A1756 " Lot 41-1 1172.0 6.0 109 15.2 4 92 A1757 " Lot 56-1 1167.0 6.0 104 11.2 3 91 A1758 " Lot 52-1 1155.0 5.0 100 6.0 3 88 A1759R " Retest of A1752 1170.0 5.0 107 14.6 4 91 A1760R " Retest of A1754 1162.0 7.0 108 13.1 4 91 A1761R " Retest of A1758 1155.0 5.0 111 10.6 3 97 A1762R " Retest of A1755 1167.0 6,0 110 11,9 3 96 A1763 " Lot 53-1 1163.0 8.0 123 6.0 13 92 :1 11 `1 Project Number: 88-81.148.03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximte Approximate Approximate Field Relative IDENTIF Dete Test Location Test Depth of Fill Q moisture Soil Compaction ep Dry ompac ICATION Elevation (ft) Below Test (ft) Density Content (X) Type (X) -------------------------------------------------------------------------------------------------------------------------------- A17" 8-09.90 Tract 24131-1, Lot 41-1 1174.0 4.0 122 6.6 13 92 ' A1765 " Lot 54-1 1164.0 5.0 123 5.3 13 93 A1766 " Lot 42-1 1175.0 7.0 113 9.9 18 91 A1767 " Lot 56-1 1173.0 8.0 114 8.8 18 91 ' A1768 " Lot 54-1 1167.0 10.0 117 11.6 18 94 A1769 B-10-90 Lot 52-1 1159.0 7.0 116 12.1 18 93 A1770 " Via Flare, Adj. Lot 45 1169.0 6.0 115 12.4 18 92 ' A1711 " Via Flare, Adj. Lot 55.1 1163.0 6.0 118 13.6 18 94 A1772 " Lot 41-1 1176.0 8.0 115 11.7 18 92 A1773 " Lot 54-1 1169.0 9.0 115 12.0 18 92 A1774 " Tract 24131-3, Lot 41-3 1204.0 11.0 114 14.1 18 91 A1775 8-13-90 Lot 39.3 1208.0 28.0 110 11.8 7 92 A1776 " Lot 42-3 1209.0 6.0 108 11.2 7 90 A1777 " Lot 40.3 1210.0 23.0 110 10.6 7 92 A1778 " Lot 38-3 1212.0 40.0 105 9.3 7 88 A17M " Retest of A1778 1212.0 40.0 ill 11.8 7 93 A1780 " Lot 37-3 1212.0 42.0 110 11.4 7 92 A1781 " Lot 40-3 1212.0 28.0 109 10.9 7 91 A1782 " Lot 36-3 1203.0 25.0 109 10.7 7 91 AIM " Lot 32-3 1204.0 12.0 109 11.3 7 91 A1784 " Lot 33-3 1205.0 18.0 110 10.9 7 92 A1785 " Lot 34-3 1206.0 21.0 ill 12.2 7 93 A1786 " Lot 35-3 1208.0 27.0 110 11.6 7 92 A1787 " Lot 36-3 1210.0 32.0 110 11.5 7 92 ' A1738 " Tract 24131, Lot 12 1217.0 35.0 112 12.4 7 93 A1789 " Lot 14 1218.0 ".0 111 11.6 7 93 A1790 " Tract 24131-3, Lot 64-3 1206.0 0.0 109 11.3 7 91 ' A1791 " Lot 66-3 1206.0 2.0 109 10.8 7 91 A1792 0 Lot 65-3 1209.0 4.0 110 11.6 7 92 A1793 " Lot 61-3 1205.0 0.0 109 11.7 7 91 A1794 " Lot 61-3 1207.0 2.0 108 11.2 7 90 ' A1795 " Lot 61-3 1208.0 3.0 110 11.2 7 92 A1796 " Lot 59-3 1203.0 16.0 112 12.3 7 93 A1797 " Lot 60-3 1205.0 8.0 Ill 12.1 7 93 ' A1796 • Lot 68-3 1207.0 0.0 ill 12.6 7 93 A1799 " Lot 43.3 1205.0 0.0 ill 11.8 7 93 A1800 " Lot "-3 1207.0 5.0 109 11.1 7 91 ' A1801 a Tract 24131, Lot 10 1215.0 13.0 ill 12.3 7 93 A1802 " Lot 8 1214.0 7.0 109 11.7 7 91 A1803 " Lot 7 1213.0 0.0 108 11.9 7 90 A1804 " Lot 7 1214.0 2.0 110 11.4 7 92 ' A1805 " Lot 7 1216.0 3.0 ill 12.0 7 93 A1806 • Lot 28 1213.0 0.0 110 11.1 7 92 1 1 ' Palo= Del Sol / Mesa Maces Project Number: 88.81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS I POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATtON Elevation (ft) Below Test (ft) Density Content (%) Type (X) A1807 8-13.90 Tract 24131-1, Lot 23 1215.0 2.0 111 12.8 7 93 ' A1808 " Lot 27 1216.0 5.0 109 12.2 7 91 A1809 " Tract 24131-3, Lot 72-3 1202.0 20.0 106 8.7 7 88 A181OR " Retest of A1809 1292.0 20.0 109 10.9 7 91 ' A1811 " Lot 71.3 1204.0 25.0 110 11.7 7 92 A1812 " Lot 70.3 1206.0 24.0 110 10.7 7 92 A1813 " Lot 69-3 1208.0 21.0 109 10.9 7 91 A1814 " Lot 73-3 1207.0 15.0 ill 11.2 7 93 A1815 " Lot 80-3 1202.0 10.0 109 11.7 7 91 A1816 " Tract 24131-1, Lot 4-1 1149.0 10.0 121 9.7 11 91 A11117 " Lot 3-1 1149.0 5.0 124 10.4 11 93 A1818 ° Lot 1.1 1149.0 2.0 121 8.9 11 91 A1819 " Lot 3-1 1150.0 9.0 121 9.1 11 91 A1820 " Lot 94-1 1152-0 5.0 124 11.2 11 93 A1821 " Calle Carabana, Adj. Lot 93-1 1150.0 8.0 123 9.3 11 93 A1822 " Lot 93-1 1152.0 5.0 122 9.7 11 92 A1823 " Lot 4-1 1153.0 11.0 122 10.0 11 92 ' A1824 " Lot 2-1 1153.0 8.0 107 14.7 4 91 A1825 " Lot 51.1 1159.0 12.0 109 16.2 4 92 ` A1826 " Lot 53-1 1162.0 8.0 110 12.9 4 93 A1827 n Lot 67-1 1162.0 3.0 109 14.3 4 92 ' A1828 a Lot 52-1 1162.0 12.0 110 16.1 4 93 A1829 " Lot 53-1 1164.0 10.0 119 11.4 11 90 AIM " Lot 56-1 1164.0 2.0 121 10.6 11 91 ' A1831 " Lot 55-1 1165.0 5.0 122 9.7 11 92 AIM 8-14-90 Lot 55-1 1165.0 7.0 118 8.1 10 91 AIM " Lot 52-1 1157.0 7.0 118 8.9 10 91 A1834 " Lot 93-1 1155.0 11.0 120 7.6 10 92 A1835 " Lot 6-1 1152.0 10.0 119 7.1 10 92 A1836 " Lot 41-1 1171.0 4.0 121 7.9 10 93 A1837 " Lot 56-1 1166.0 5.0 119 7.9 10 92 ' A1838 " Lot 53-1 1159.0 6.0 117 9.2 10 90 A1839 " Lot 94-1 1157.0 12.0 119 7.7 10 91 A1840 " Lot 1-1 1158.0 10.0 118 8.1 10 91 ' A1841 " Lot 5-1 1155.0 18.0 120 9.4 10 92 A1842 " Lot 7-1 1153.0 1.0 119 9.0 10 92 A1843 " Lot 42-1 1172.0 8.0 120 8.8 10 92 - ' A1844 " Lot 54-1 1165.0 10.0 119 10.9 10 92 A1845 " Lot 51-1 1161.0 13.0 120 8.4 10 92 A1846 " Lot 3-1 1157.0 17.0 121 10.2 10 93 A1847 " Lot 6-1 1154.0 15.0 118 10.6 10 91 ' A1848 " Lot 55-1 1167.0 7.0 117 10.0 10 90 A1849 0 Lot 67-1 1162.0 5.0 118 8.0 10 91 1 Palo= Del Sol / Mesa Homes Project Number: 88-81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS ' POINT Test Approximate Approximate Approximate Field Relative IDEMTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ' ICATIOM Elevation (ft) Below Test (ft) Density Content (X) Type M A1850 8-14.91 Tract 24131-1, Lot 92-1 1159.0 7.0 118 8.7 10 91 ' A1851 " Lot 5-1 1157.0 13.0 120 7.9 10 92 A1852 " Lot 43-1 1173.0 6.0 119 8.8 10 92 A1853 " Lot 53-1 1164.0 11.0 119 9.0 10 92 A1854 " Lot 2.1 1160.0 17.0 117 7.6 10 90 ' Alm " Lot 7.1 1156.0 4.0 117 8.1 10 90 A1856 " Tract 24131, Lot 2 1211.0 0.0 110 12.2 7 92 A1857 " Lot 1 1210.0 0.0 109 11.3 7 91 ' A1858 Lot 1 1212.0 2.0 108 11.4 7 90 A1859 " Tract 24131-3, Lot 30-3 1201.0 0.0 109 10.4 7 91 A1860 " Lot 30-3 1202.0 2.0 111 10.8 7 93 I ' A1861 " Lot 31-3 1201.0 0.0 110 11.7 7 92 .. A1862 " Tract 24131-2, Lot 33-2 1216.0 0.0 110 11.3 7 92 A1863 Lot 33-2 1218.0 2.0 110 11.9 7 92 I: A1864 " Lot 32-2 1215.0 0.0 110 12.1 7 92 A1865 " Tract 24131-3, Lot 83-3 1190.0 23.0 110 11.7 7 92 A1866 " Lot 833 1190.0 18.0 ill 12.8 7 93 A1867 " Lot 82-3 1192.0 17.0 109 10.7 7 91 L' A1868 Lot 81-3 1195.0 11.0 111 11.0 7 93 A1869 " Lot 84-3 1192.0 27.0 106 9.3 7 88 A18709 Retest of A1869 1192.0 27.0 ill 10.9 7 93 A1871 Lot 83-3 1194.0 21.0 108 11.5 7 90 A1872 " Lot 82-3 1196.0 21.0 110 12.6 7 92 A1873 " Lot 81-3 1198.0 17.0 110 11.4 7 92 A1874 " Lot 81-3 1200.0 10.0 111 11.7 7 93 A1875 8.15-90 Tract 24131-2, Lot 70-2 1217.0 0.0 108 11.4 7 90 A1876 " Lot 70-2 1219.0 2.0 110 10.8 7 92 A1877 " Lot 70-2 1220.0 3.0 110 10.7 7 92 A1$78 " Lot 67-2 1216.0 0.0 105 11.6 7 88 A1879R " Retest of A1878 1216.0 0.0 109 11.3 7 91 A1880 to Lot 67-2 1218.0 2.0 111 12.2 7 93 ' A1881 " Lot 66-2 1216.0 1.0 108 11.5 7 90 A1882 " Tract 24131.3, Lot 50-3 1195.0 0.0 ill 10.7 7 93 A1883 " Lot 50-3 1197.0 2.0 110 10.4 7 92 A1884 " Lot 50-3 1198.0 4.0 110 11.6 7 92 A1$85 " Lot 24-3 1197.0 0.0 105 9.0 7 88 A1$86R Retest of A1885 1197.0 0.0 108 11.7 7 90 A1887 " Lot 24-3 1199.0 2.0 108 11.7 7 90 AIM " Lot 23-3 1196.0 0.0 110 10.9 7 92 A1889 " Lot 19-3 1191.0 0.0 112 12.4 7 93 A1890 " Lot 20-3 1191.0 0.0 ill 12.1 7 93 ' A1891 " Lot 21-3 1195.0 .2.0 109 12.0 7 91 A1892 " Lot 79-3 1201.0 0.0 109 11.4 7 91 -1 -1 11roject Number: 88.81.148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative ff IF Date Test Location Teat Depth of Fill Dry Moisture Soil Compact ian _ TION Elevation Below Teat (ft) Density Content T� .... _ - __ __ ...... __ .._.......... A1893 8.10-90 Tract 24131-3, Lot 79-3 1203.0 2.0 109 11.3 7 91 7� t894 " Lot 80-3 1200.0 0.0 111 11.8 7 93 895 " Lot 77.3 1204.0 0.0 109 10.7 7 91 A18% " Lot 76.3 1204.0 0.0 111 11.1 T 93 ,1897 as Lot 74.3 1208.0 4.0 111 10.8 7 93 1898 8-15-90 Lot 72.3 1208.0 27.0 109 12.3 7 91 A1899 " Lot 71-3 1208.o 24.0 110 12.8 7 92 (900Lot 56-3 1189.0 0.0 110 11.4 7 92 901 " Lot 57-3 1191.0 2.0 110 11.9 7 92 902 " Lot 58-3 1188.0 4.0 109 11.1 7 91 A1903 " Tract 24131-1, Lot 41.1 1176.0 11.0 108 10.1 7 90 1904 " Lot 55.1 1168.0 9.0 110 9.3 7 92 1905 " Lot 56.1 1169.0 4.0 108 8.9 7 90 A1906 H Lot 53.1 1171.0 19.0 107 10.7 7 90 31907 " Lot 51.1 1169.0 20.0 109 11.6 7 91 1908 " Lot 52.1 1171.0 16.0 109 12.4 7 91 A1909 " Lot 55-1 1173.0 13.0 112 10.9 7 93 111910 " Lot 41-1 1173.0 4.0 110 9.1 7 92 1911 Lot 54.1 1170.0 13.0 112 8.8 7 94 1912 " Lot 52-1 1171.0 19.0 110 10.3 7 91 A1913 8.16-90 Lot 55-1 1172.0 15.0 106 12.2 4 90 11914 " Lot 52-1 1172.0 22.0 108 11.4 4 91 .11915 " Lot 67-1 1172.0 9.0 107 13.3 4 91 A1916 • Lot 53-1 1173.0 21.0 108 13.4 4 92 11917 0 Lot 56-1 1173.0 9.0 107 12.5 4 91 1918 " Lot 54-1 1174.0 19.0 103 7.2 4 88 A1919 " Lot 66-1 1174.0 9.0 108 10.0 4 91 11920 " Lot 51.1 1174.0 26.0 109 10.8 4 93 1921R " Retest of A1918 1174.0 19.0 108 10.2 4 91 1922 " Lot 55-1 1175.0 16.o 109 11.3 4 92 A1923 • Lot 56-1 1175.0 11.0 108 10.8 4 91 11924* " Lot 52-1 1175.0 26.0 108 10.5 4 92 1925* 0 Lot 66-1 1175.0 8.0 109 11.3 4 92 A1926* " Lot 57.1 1176.0 6.0 107 10.4 4 91 �1927 " Lot 55-1 1176.0 19.0 108 12.0 4 91 1928 " Lot 67-1 1176.0 12.0 107 12.7 4 91 A1929 0 Lot 56-1 1177.0 17.0 108 10.6 4 91 11930 " Lot 66-1 1177.0 6.0 107 13.0 4 91 1931 " Tract 24131-3, slope Adj. Lot 59.3 1198.0 16.0 110 10.7 7 92 1932 Lot 60-3 1200.0 1.0 109 11.6 7 91 A1933 " Lot 59-3 1202.0 16.0 108 11.4 7 90 11934 " Lot 60-3 1204.0 10.0 109 10.9 7 91 1935 " Lot 59.3 1206.0 19.0 ill 12.6 -7 93 t� tatoma Del Sal / Mesa Manes Project Muwwr: 83-81-148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS PONT Test Approximate Approximate Approximate Field Relative 11DUTIF Date Test Location Test Depth of Fill DryICATION Moisture Soil Compaction Elevation (ft) Below Test (ft) Density Content M Type M A1936 8-16-90 Tract 24131-3, Lot 22-3 1195.0 13.0 110 11.8 7 92 A1937 " Lot 14-3 1190.0 13.0 110 11.3 7 92 A1938 " Lot 18-3 1191.0 9.0 109 11.2 7 91 A1939 " Lot 16-3 1191.0 19.0 110 12.2 7 92 A1940 " Tract 24131-2, Lot 129-2 1164.0 0.0 ill 11.7 7 93 ,A1941 AN Lot 129-2 1185.0 2.0 ill 11.0 7 93 A1942 " Lot 129.2 1186.0 4.0 109 10.6 7 91 A1943 IN Lot 124-2 1190.0 0.0 104 8.8 7 87 I A1944R " Retest of A1943, Lot 124.2 1190.0 0.0 110 10.7 7 92 A1945 " Lot 123-2 1193.0 2.0 110 11.5 7 92 A1946 8-16.90 Lot 124-2 1193.0 3.0 ill 12.1 7 93 _�. A1947 IN Lot 120-2 1194.0 0.0 Ill 12.7 7 93.MAIM IN Lot 119-2 1197.0 2.0 111 12.3 7 93 A1949 " Lot 120-2 1197.0 3.0 110 11.4 7 92 JA1950 " Lot 104-2 1189.0 0.0 109 11.1 7 91 A1951 " Lot 105-2 1191.0 2.0 Ill 11.8 7 93 A1952 Lot 96-2 " 1188.0 0.0 109 10.4 7 91 IA1953 " Lot 98-2 1186.0 0.0 108 11.4 7 90 A1954 " Lot 101-2 1183.0 0.0 109 11.5 7 91 A1955 " Lot 100-2 1183.0 0.0 110 11.2 7 92 A1956 Lot 7-2 1185.0 0.0 105 9.7 7 88 A1957R " Retest of A1956 1185.0 0.0 112 11.8 7 93 A1958 Lot 7-2 1186.0 2.0 112 12.4 7 93 A1959 " Lot 7-2 1188.0 3.0 112 12.6 7 93 L A1960 " Lot 10-2 1188.0 0.0 110 11.7 7 92 'A1961 " Lot 10-2 1189.0 1.0 ill 12.4 7 93 A1962 " Lot 10-2 1190.0 2.0 110 11.9 7 92 A1963 8-17-90 Tract 24131-1, Lot 92-1 1160.0 7.0 114 10.6 18 91 °- A1964 " Lot 93-1 1161.0 14.0 114 11.2 18 91 A1965 a Lot 92-1 1162.0 12.0 Ill 8.4 18 89 A1966 " Lot 93-1 1163.0 18.0 110 7.9 18 88 'A1967R " Retest of A1965 1162.0 12.0 114 11.1 18 91 A1968R " Retest of A1966 1163.0 18.0 115 13.3 18 92 A1969 " Lot 67-1 1178.0 11.0 113 13.5 18 91 A1970 " Lot 66-1 1178.0 8.0 115 12.8 18 92 A1971* " lot 69-1 1179.0 12.0 114 10.7 18 91 A1972* " Lot 66-1 1180.0 12.0 114 10.1 18 91 A1973* " Lot 68-1 1181.0 16.0 116 10.3 18 93 'A1974 " Lot 70-1 1182.0 6.0 115 10.6 18 92 �- A1975 " Lot 67-1 1183.0 18.0 115 12.6 18 92 A1976 IN Lot 69-1 1184.0 13.0 114 12.8 18 91 'A1977 " Corte Duraw, Adj. Lot 69.1 1185.0 8.0 114 13.1 18 91 �• A1978 " Lot 68-1 1185.0 18.0 114 10.5 18 91 J Pate= Del Sol / Mesa Mames 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 IGTION Elevation (ft) Below Test (ft) Density Content (%) Type (X) A1979 8-17-90 Tract 24131-1, Lot 34.1 1170.0 23.0 105 9.4 7 88 A198OR " Retest of A1979 1170.0 23.0 110 12.1 7 92 A1981 " Lot 33-1 1170.0 28.0 110 11.7 7 92 A1982 " Lot 32-1 1170.0 32.0 108 11.5 7 90 A1983 " Lot 31-1 1170.0 31.0 111 12.6 7 93 A1984 " Lot 34-1 1172.0 25.0 111 12.7 7 93 A1985 " Lot 33-1 1172.0 31.0 110 11.9 7 92 A1986 " Lot 32-1 1171.0 34.0 109 11.4 7 91 ' A1987 " Lot 64-1 1174.0 2.0 108 10.7 7 90 A1988 " Lot 63-1 1176.0 29.0 104 8.8 7 87 A1989R " Retest of A1999 1176.0 29.0 109 11.0 7 91 A1990 " Lot 62-1 1174.0 2.0 108 11.3 7 90 A1991 " Lot 64-1 1176.0 9.0 110 10.7 7 92 A1992 " Lot 63-1 1178.0 31.0 110 12.0 7 92 A1993 " Lot 62-1 1176.0 19.0 112 12.4 7 93 A1994 " Lot 64-1 1178.0 6.0 ill 12.2 7 93 t A1995 " Lot 63-1 1179.0 22.0 112 12.6 7 93 A1996 " Lot 62-1 11T7.0 25.0 110 11.8 7 92 A1997 " Lot 34-1 1173.0 11.0 108 11.4 7 90 A1998 " Lot 41-1 1172.0 2.0 108 11.7 7 90 A1999 " Lot 42-1 1171.0 5.0 108 10.8 7 90 A2000 " Lot 41-1 1173.0 8.0 110 10.6 7 92 A2001 " Lot 42-1 1175.0 9.0 110 11.0 7 92 A2002 Lot 41-1 1175.0 8.0 11z 11.2 7 93 A2003 " Lot 41-1 11T7.0 8.0 112 12.5 7 93 ' A2004 " Lot 42-1 1177.0 10.0 111 11.7 7 93 A2005 " Lot 41-1 1178.0 6.0 110 11.1 7 92 A2006 8.20*90 Lot 92-1 1163.0 6.0 116 10.4 18 93 A2007 " Lot 93-1 1164.0 17.0 115 10.9 18 92 A2008 " Lot 92-1 1164.0 8.0 114 10.2 7 91 A20Q9 " Lot 93-1 1165.0 18.0 115 10.0 18 92 ' A2010 " Lot 3-1 1160.0 16.0 115 10.2 18 92 A2011 " Lot 7-1 1160.0 1.0 115 10.1 18 92 A2012 " Lot 2-1 1161.0 17.0 114 10.3 18 91 A2013 " Lot 5-1 1161.0 21.0 117 9.4 18 93 ' A2014* " Lot 8-1 1161.0 3.0 113 11.1 18 91 A2015* " Lot 1-1 1162.0 11.0 112 10.8 18 90 A2016* " Lot 4-1 1162.0 19.0 113 10.4 18 91 A2017 " Lot 7-1 1162.0 4.0 114 11.2 18 91 A2018 " Lot 3-1 1163.0 24.0 113 11.4 18 91 A2019 " Lot 6-1 1163.0 24.0 113 10.0 18 90 A2020 " Lot 8-1 1163.0 11.0 113 10.4 18 91 A2021 " Lot 1-1 1164.0 8.0 114 10.7 13 91 i .1palam Del Sol / Mese Hares Project NuWwr: U-81-148-03 TABLE 1 SLW4A9Y OF FIELD TEST RESULTS 1 .1 POINT Test Approximate oximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction '1GTION ELevation (ft) Below Test (ft) Density Content M Type M A2022 8.20-90 Tract 24131-1, Lot 2-1 1164.0 13.0 115 10.4 1$ 92 IA2023 It Lot 3-1 1164.0 23.0 111 9.8 18 89 A2024 " Lot 4-1 1164.0 22.0 Ill 9.6 18 .89 A2025R " Retest of A2023 1164.0 23.0 115 10.2 18 92 A2026R " Retest of A2024 1164.0 22.0 115 10.7 18 92 A2027 " Lot 1.1 1165.0 12.0 115 10.1 18 92 A2028* " Lot 2-1 1165.0 20.0 114 9.8 18 91 A2029* + Lot 3.1 1165.0 25.0 114 10.3 18 91 ' i A2030 + Tract 24131, Lot 126 1212,0 3.0 120 4.6 19 94 A2031 " Lot 123 1216.0 18.0 124 4.5 19 97 A2032 " Lot 120 1219.0 37.0 122 3.0 19 96 I. A2033 " Lot 117 1223.0 33.0 122 2.8 19 95 A2034 + Lot 114 1224.0 32.0 ill 4.4 7 92 A2035 + Lot Ill 1222.0 22.0 115 2.1 7 96 A2036 " Lot 108 1229.0 11.0 112 4.8 7 94 1 ,A2037 + Lot 105 1230.0 5.0 Ill 5.4 19 93 A2038 + Lot 102 1226.0 24.0 111 11.7 19 93 A2039 " Tract 24131-1, Lot 68-1 1186.0 24.0 ill 11.7 7 93 'l A2040 ■ Lot 67-1 1185.0 23.0 107 10.2 7 89 A2041R 8-20-90 Retest of A2040 1185.0 23.0 109 10.6 7 91 A2042 Is Lot 66-1 1182.0 15.0 112 11.8 7 93 A2043* to Lot 66-1 1184.0 7.0 112 13.3 7 93 ` A2044* ° Lot 66-1 1186.0 19.0 110 12.1 7 92 A2045 " Lot 67-1 1186.0 24.0 109 11.7 7 91 A2046 " Lot 69-1 1184.0 17.0 111 12.3 7 93 A2047 " Lox 71-1 1183.0 0.0 112 12.8 7 93 i' A200 " Lot 70-1 1186.0 2.0 110 11.4 7 92 A2049 " Lot 70-1 1187.0 4.0 ill 11.3 7 93 A2050 + Lot 78-1 1175.0 38.0 108 11.9 7 90 A2051 + Lot 77-1 1177.0 ".0 107 11.3 7 89 A2052R Retest of A2051 1177.0 ".a 112 12.3 7 93 A2053 + Lot 76-1 1178.0 46.0 110 11.5 7 92 A2054 + Lot 75-1 1179.0 48.0 110 11.5 7 92 A2055 " Lot 74-1 1180.0 48.0 109 11.8 7 91 A2056 + Lot 73-1 1181.0 45.0 111 12.7 7 93 ' A2057 + Lot 72-1 1183.0 31.0 111 12.3 7 93 A2058 + Lot 1-1 1166.0 9.0 115 11.3 18 92 A2059 + Lot 5-1 1164.0 22.0 115 10.4 18 93 1 A2060 + Lot 7-1 1164.0 4.0 114 10.8 18 91 A2061 + Lot 8-1 1164.0 17.0 113 12.2 18 90 A2062 + Lot 6-1 1164.0 27.0 115 11.7 18 92 ' A2063 " Lot 7-1 1166.0 18.0 117 10.0 18 94 A2064 + Lot 3-1 1166.0 25.0 116 11.3 18 93 �1 Project Nueber: 88-$1-148-03 TABLE 1 ' SLNWY OF FIELD TEST RESULTS POINT Test Approximate Approximate Appr oxiwAte Field Relative IDENTIF Date Test Location Test Depth of Fill Dry moisture Soil Compaction ' Elevation (ft) Below Test-(ft)--Density --Content-(X)•Type ---(X)•---•-- ICATION A2065 8-20-90 Tract 24131-1, Lot 1-1 1167.0 16.0 115 9.6 18 92 ,f A206 ° Lot 2-1 1167.0 10.0 115 10.8 18 92 A2067 " Lot 1-1 7 1168.0 9.0 115 9.6 18 92 A2068 8.22-90 Lot 9-1 1154.0 9.0 106 5.8 7 88 A2069 " Lot 11-1 1152.0 17.0 106 5.3 7 88 A207OR " Retest of A2063 1154.0 7.0 115 10.6 7 96 A2071R " Retest of A2069 1152.0 17.0 113 11.1 7 94 A2072 + Lot 13-1 1156.0 29.0 115 10.4 7 96 A2073 " Lot 9-1 1157.0 2.0 113 12.4 7 94 ` A2074 " Lot 11.1 1158.0 13.0 120 9.7 7 100 A2075 " Lot 13-1 1158.0 30.0 122 9.6 7 100 tiA2076 8-23-90 Tract 24131-2, Lot 24-2 1204.0 2.0 111 12.4 7 93 A2077 " Lot 23-2 1205.0 10.0 110 11.9 7 91 A2078 " Lot 22-2 1204.0 5.0 110 14.3 7 92 A2079 " Lot 24-2 1206.0 9.0 112 11.7 7 94 A2080 8-24.90 Tract 24131, Lot 85 1224.0 9.0 115 3.1 7 96 A2081 " Lot 88 1227.0 0.0 114 3.4 7 95 A2082 " Lot 91 1229.0 9.0 111 3.0 7 93 A2083 " Lot 94 1231.0 14.0 112 2.9 7 93 A2084 " Lot 97 1232.0 12.0 113 3.7 7 94 A2085 " Lot 75 1226.0 6.0 115 4.1 7 95 E, A2086 " Lot 78 1225.0 10.0 112 3.1 7 93 A2087 ■ Lot 81 1213.0 12.0 105 2.4 21 95 A2088 ■ Lot 84 1218.0 23.0 114 4.6 7 95 A20B9 + Lot 57 1221.0 41.0 102'I 5.3 7 92 A2090 ■ Lot 60 1225.0 40.0 Ill 3.2 7 93 A2091 " Lot 63 1226.0 31.0 110 3.9 7 92 A2042 " Tract 24131-2, Lot 65-2 1215.0 16.0 112 12.8 7 93 ' A2M " Lot 64-2 1215.0 15.0 ill 11.9 7 93 A20% " Lot 63-2 1214.0 15.0 Ill 11.6 7 93 A2095 • Lot 62-2 1212.0 17.0 112 12.1 7 93 ' A2096 " Lot 58-2 1206.0 6.0 110 11.7 7 92 A2097 " Lot 59-2 1207.0 18.0 109 11.8 7 91 A2098 " Lot 61-2 1203.0 18.0 110 12.5 7 92 A2099 8-27-90 Tract 24131, Lot 66 1228.0 28.0 109 3.1 7 91 ' A2100 " Lot 69 1229.0 18.0 ill 3.4 7 92 A2101 m Lot 54 1213.0 18.0 112 2.9 7 93 A2102 a Lot 51 1217.0 37.0 109 4.1 7 91 A2103 ■ Lot 48 1219.0 40.0 118 5-3 7 98 A2104 " Lot 45 1220.0 25.0 115 4.3 7 96 A2105 " Lot 42 1222.0 27.0 112 4.2 7 93 ' A2106 " Tract 24131-3, Lot 39-3 1222.0 52.0 115 5.6 7 96 A2107 a Tract 24131, Lot 126 1213.0 3.0 117 4.0 7 97 ,1 Pro)ect Number: 88.81-148.03 TABLE 1 ' SUIMART OF FIELD TEST RESULTS i POINT Test Approximate Approximate Approximate Field Relative ' IDEMTIF Date Test Location Test Depth of Fill Dry Moisture Sail Compaction ICATION Elevation (ft) Below Test (ft) Density Content (X) Type (X) -------------------------------------------------------------------------------------------------------------------------------- A2108 8-27-90 Tract 24131, Lot 125 1214.0 3.0 113 8.1 7 94 ' A2109 ■ Lot 1Z5 1214.0 3.0 113 7.9 7 94 A2110 ' Lot 124 1215.0 12.0 113 6.1 7 94 A2111 ' Lot 124 1218.0 11.0 110 6.2 7 92 ' A2112 • Lot 123 1216.0 23.0 110 8.9 7 92 A2113 " Lot 122 1218.0 29.0 110 2.8 7 91 AZ114 ' Lot 122 1218.0 29.0 ill 4.3 7 93 ' A2115 ' Lot 121 1218.0 35.0 115 3.7 7 96 A2116 " Lot 121 1218.0 28.0 115 3.0 7 96 A2117 " Lot 120 1220.0 35.0 Ill 4.2 7 93 A2118 " Lot 119 1221.0 38.0 112 3.3 7 93 ' A2119 " lot 119 1221.0 38.0 108 4.1 7 90 A2120 " Lot 118 1222.0 38.0 ill 3.3 7 93 A2121 " Lot 118 1222.0 38.0 113 4.7 7 94 ' A2122 " Lot 117 1222.0 34.0 112 4.6 7 93 i A2123 • Lot 116 1223.0 29.0 117 3.9 7 97 A2124 " Lot 116 1223.0 35.0 110 5.8 7 91 AZ125 " lot 115 1223.0 35.0 109 4.8 7 91 ' A2126 ■ Lot 115 1223.0 35.0 110 3.3 7 93 A2127 " lot 114 1224.0 30.0 108 5.2 7 90 A2128 ' Lot 113 1226.0 27.0 109 3.9 7 91 ' A2129 ' Lot 113 1226.0 27.0 112 4.7 7 93 t A2130 0 Lot 112 1227.0 25.0 110 4.5 7 92 A2131 " Lot 112 1227.0 25.0 112 3.3 7 93 ' A2132 " Lot 111 1228.0 29.0 116 3.5 7 97 A2133 " Lot 110 1228.0 20.0 113 3.1 7 95 A2134 " Lot 110 1228.0 25.0 110 3.8 7 91 A2135 " Lot 109 1228.0 15.0 109 4.4 7 91 ' A2136 Lot 109 1228.0 15.0 109 4.4 7 91 A2137 ' Lot 108 1229.0 13.0 ill 3.4 7 92 A2138 ■ lot 107 1229.0 11.0 109 4.3 7 91 ' A2139 " Lot 107 1229.0 10.0 109 3.9 7 91 A2140 " Lot 106 1230.0 6.0 110 3.5 7 92 A2141 " Lot 106 1230.0 6.0 108 4.3 7 90 ' A2142 " lot 105 1230.0 7.0 Ill 4.5 7 92 A2143 " lot 105 1230.0 5.0 112 4.8 7 93 A2144 " Lot 104 1231.0 7.0 112 4.8 7 94 A2145 ' Lot 103 1231.0 13.0 110 5.4 7 92 ' A2146 " Lot 103 1231.0 8.0 114 5.7 7 95 A2147 " Lot 102 1232.0 14.0 116 6.2 7 97 A2148 " lot 102 1232.0 14.0 113 4.8 7 94 ' A2149 " Lot 101 1232.0 16.0 118 3.0 7 96 A2150 " Lot 100 1232.0 9.0 116 3.7 7 97 J 'Project Nu wr: 88-81.148.03 TABLE 1 SUMMARY OF FIELD TEST RESULTS 1 POINT Test Approximate Approximate Approximate Field Relative IOENTIF Date Test Location Test Depth of Fill Dry Moisture soil Compaction Type M I IGTION................................................. Elevation_(ft)-__Bala+•Test-(ft)--Density-----tent---------------------- A2151 8-27-90 Tract 24131, Lot 100 1232.0 9.0 113 5.4 7 94 JA2152 " Lot 99 1232.0 3.0 113 8.2 7 94 A2153 0Lot 99 1235.0 5.0 113 7.2 7 94 A2154 E Lot 98 1232.0 8.0 110 10.0 7 91 'A2155 " Lot 97 1232.0 13.0 108 8.6 7 90 A2156 " Lot 97 1232.0 14.0 110 4.0 T 92 A2157 " Lot 36 1220.0 45.0 115 5.0 7 92 A2158 " Lot 33 1217.0 17.0 118 4.3 7 94 'A2159 " Lot 30 1215.0 16.0 113 3.7 T 91 A2160 " Lot 27 1217.0 17.0 120 7.4 7 93 A2161 " Tract 24131-2, Lot 59-2 1209.0 12.0 111 11.3 7 93 A2162 " Lot 58-2 1211.0 12.0 110 11.7 7 92 A2163 " Lot 56-2 1212.0 0.0 110 10.8 7 92 A2164 " Lot 57-2 1212.0 2.0 112 12.3 7 93 'A2165 " Lot 57-2 1214.0 4.0 109 11.2 7 91 A2166 " Lot 60-2 1207.0 20.0 109 11.6 7 91 A2167 " Lot 24.2 1218.0 18.0 115 7.1 7 % A2168 " Lot 21-2 1219.0 39.0 115 6.7 7 95 'A2169 " Lot 18-2 1219.0 49.0 108 3.1 7 90 A2170 " Lot 29-2 1214.0 9.0 109 3.6 7 91 A2171 " Lot 29-2 1214.0 4.0 108 3.1 7 90 ( 1A2172 " Lot 30-2 1216.0 9.0 108 4.8 7 90 A2173 " Lot 31-2 1217.0 5.0 110 6.7 7 92 A2174 " Lot 31-2 1217.0 3.0 108 5.8 7 90 �. A2175 " Lot 32-2 1217.0 7.0 108 4.0 7 90 'A2176 " Lot 32-2 1217.0 13.0 110 4.3 7 92 A2177 " Lot 33-2 1218.0 3.0 108 3.6 7 90 A2178 0 Tract 24131, Lot 34 1218.0 28.p 109 4.2 7 91 ;.'A2179 " Lot 34 1218.0 34.0 109 2.9 7 90 A2160 " Lot 35 1219.0 39.0 110 6.2 7 91 A2181 " Lot 35 1219.0 42.0 114 6.8 7 95 A2182 ■ Lot 36 1220.0 42.0 Ill 4.9 7 92 A2183 " Lot 37 1220.0 45.0 113 6.6 7 94 A2184 " Lot 37 1220.0 49.0 111 5.1 7 92 ' A2185 " Lot 38 1221.0 "A 108 3.9 7 90 A2186 B-28-90 Lot 38 1221.0 50.0 108 4.2 7 90 A2187 " Lot 39 1221.0 52.0 109 4.0 7 91 A2188 " Lot 40 1221.0 52.0 Ill 3.7 7 93 ' A2189 " Lot 40 1221.0 47.0 108 3.0 7 90 A2190 " Lot 28 1216.0 3.0 110 3.6 7 92 A2191 " Tract 24131-1, Lot 71-1 1183.0 0.0 117 8.9 19 92 ' A2192 0 Lot 71-1 1184.0 2.p 112 8.3 7 93 A2193 " Lot 70-1 1187.0 4.0 117 7.6 7 97 1 . 1 troject wobe. 88.81-148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POIMT Test Approximate Approximate Approximate Field Relative IDEMTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction IGTIOM.................................................Elevation-(ft)-.•eela+-Test-(ft)_-Oer+sitY--Canten[ Type-(x)` ---(x) -• ------- 194 8.28-90 Tract 24131-1, Lot 62-1 1177.0 19.0 116 7.5 19 91 195 ■ Lot 63-1 1178.0 36.0 118 8.6 19 93 A2196 " Lot 64-1 1185.0 12.0 114 10.0 19 90 A2197 " Lot 62-1 1179.0 11.0 113 9.9 7 93 A2198 ■ Lot 63-1 1180.0 32.0 114 7.4 7 95 A2199 " Lot 68-1 1187.0 24.0 118 11.3 19 93 A2200 " lot 65-1 1187.0 7.0 115 9.7 19 90 J A2201 " Tract 24131-2, lot 16.2 1217.0 52.0 115 4.4 5 90 /2202 " Tract 24131, Lot 15 1218.0 39.0 109 5.1 4 92 A2203 " Tract 24131-2, Adj. Lot 3-2 1175.0 20.0 116 4.4 5 90 204 " Lot 3.2 1183.0 18.0 110 7.0 4 92 IA2 �05 " Lot 6.2 1173.0 0.0 114 2.0 4 96 A2206 " Tract 24131-1, Lot 9.1 1159.0 22.0 102 2.7 4 86- A2207 " Tract 24131, Lot 47 1211.0 30.0 108 3.4 4 92 'A2208 " Lot 44 1218.0 36.0 110 4.6 4 93 A2209 8-30-90 Tract 24131-1, Lot 65.1 1184.0 0.0 118 8.3 9 91 A2210 " Lot 65.1 1186.0 2.0 118 7.4 9 91 A2211 " Lot 61-1 1174.0 0.0 119 7.5 9 92 1 A2212 Lot 61.1 1175.0 2.0 118 7.2 9 91 A2213 " Lot 61-1 1176.0 4.0 117 8.6 9 90 IA2214 " Lot 36.1 1177.0 0.0 118 8.7 9 91 A2215 8-31-90 Lot 36.1 1179.0 2.0 117 7.1 9 90 A2216 " Lot 35.1 1173.0 4.0 119 7.4 9 92 A2217 " Tract 24131-2, lot 255-2 1205.0 0.0 115 5.3 9 88 'A2218R " Retest of A2217 1205.0 0.0 118 8.5 9 91 _ A2219 " Lot 27-2 1210.0 2.0 120 7.7 9 92 A2220 ■ Lot 29.2 1215.0 4.0 119 7.3 9 92 A2221 9.06.90 Lot 12-2 1193.0 31.0 110 7.6 7 92 A2222 " Lot 12-2 1193.0 36.0 ill 6.7 7 93 A2223 " Lot 13-2 1194.0 41.0 113 7.3 7 94 A2224 " lot 13.2 1194.0 38.0 112 7.1 7 93 'A2225 ■ lot 14-2 1195.0 42.0 114 6.2 7 95 A2226 M Lot 14-2 1195.0 41.0 113 6.5 7 94 A2227 a Lot 15-2 1196.0 ".0 108 5.3 7 90 'A2223 " Lot 15-2 1196.0 46.0 111 5.7 T 93 A2229 " Lot 16-2 1197.0 50.0 108 4.9 T 90 A2230 " Lot 16-2 1197.0 47.0 109 5.5 7 91 A2231 " Lot 17-2 1198.0 46.0 108 5.1 7 90 A2232 " Lot 17-2 1198.0 43.0 109 5.8 7 91 L A2233 " lot 18-2 1199.0 42.0 112 4.3 7 93 A2234 " lot 18-2 1199.0 43.0 110 4.8 7 92 ' A2235 " Lot 19-2 1200.0 38.0 111 4.5 7 93 A2236 " Lot 19-2 1200.0 40.0 112 7.0 7 93 : .1 I`. atoms Del Sol / Mesa Homes Project Nu w: 88.81-148-03 TABLE 1 .1 SU MARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative t IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction r` ICATION Elevation (ft) Below Test (ft) Density Content (X) Type (X) ! ......-----------------------------------------...------------------....------......-------------------------------------------- A2237 9-06.90 Tract 24131-2, Lot 20-2 1201.0 37.0 110 6.6 7 92 " Lot 20-2 1201.0 34.0 106 5.3 7 88 2239R " Retest of A2238 1201.0 34.0 110 4.7 7 92 A2240 Lot 21-2 12Q4.0 17.0 108 5.6 7 90 §241 • Lot 21-2 1204.0 17.0 108 5.5 7 90 A2242 " Lot 22-2 1205.0 11.0 109 4.3 7 91 A2243 " Lot 22-2 1205.0 15.0 109 5.6 7 91 �44 " Lot 23-2 1206.0 8.0 109 4.8 7 91 If.45 " Lot 23-2 1206.0 13.0 111 4.2 7 93 A2246 " Lot 24-2 1207.0 3.0 106 3.8 7 88 A2247R " Retest of A2246 1207.0 3.0 110 4.5 7 91 ( A2248 9-07-90 Lot 24-2 1207.0 3.0 110 5.1 7 92 A2249 " Lot 25-2 1208.0 8.0 108 5.3 7 90 A2250 IN Lot 25-2 1208.0 3.0 109 5.7 7 91 (( INLot 26-2 1210.0 7.0 110 4.9 7 92 IA2251 A2252 " Lot 26-2 1210.0 3.0 109 5.2 7 91 (( A2253 " Lot 28-2 1213.0 6.0 111 5.2 7 93 " Lot 28-2 1213.0 6.0 109 4.7 7 91 A2255 " Lot 29-2 1215.0 8.0 109 5.6 7 91 IA2254 A2256 " Lot 29.2 1215.0 12.0 109 5.4 7 91 A2257 " Lot 30-2 1216.0 13.0 ill 4.3 7 93 A2258 Lot 30-2 1216.0 11.0 ill 9.0 7 91 i A2259 " Lot 31-2 1217.0 13.0 109 5.1 7 91 A2260 " Lot 31-2 1217.0 11.0 108 5.6 7 90 A2261 9-10-90 Tract 24131, Lot 34 1208.0 22.0 116 4.9 19 91 - I A2262 " Lot 31 1205.0 5.0 118 6.1 19 93 A2263 ■ Lot 28 1203.0 0.0 115 5.3 19 90 A2264 " Lot 25 1217.0 8.0 112 5.1 7 93 I A2265 " Tract 24131-3, Lot 39-3 1215.0 30.0 110 6.8 7 92 A2266 Is Lot 42-3 1210.0 11.0 112 5.3 7 94 A2267 " Lot 45-3 1207.0 3.0 117 8.1 19 92 A2268 IN Lot 48-3 1201.0 0.0 114 7.7 19 90 A2269 is Lot 36-3 1212.0 32.0 115 6.1 19 90 A2270 Is Lot 36-3 1212.0 31.0 112 4.9 7 93 INLot 35-3 1209.0 25.0 117 5.5 19 97 272 Lot 35-3 12D9.0 24.0 112 5.8 7 94 FA2271 A22273 " Lot 34-3 1207.0 13.0 113 5.1 7 95 A2274 " Lot 33-3 1206.0 17.0 109 6.2 T 91 'A2275 " Lot 33-3 1206.0 16.0 112 6.9 7 94 !. A2276 " Lot 31-3 1204.0 3.0 113 7.4 7 95 A2277 " Lot 32-3 1205.0 11.0 110 4.1 7 92 'A2273 " Lot 32-3 1205.0 7.0 112 7.1 7 93 A2279 " Lot 30-3 1204.0 3.0 112 6.8 7 93 . 1 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 Casgection ' IGT10M................................................. Elevation-(ft)- Below Test (ft) Density Content (%) Type M -------------•-----------------.....---.....----•----.... A2280 9-10-90 Tract 24131-3, Lot 30-3 1204.0 3.0 116 6.5 19 91 A2281 " Lot 29-3 1203.0 0.0 116 5.8 19 91 A228Z " Lot 29.3 1203.0 0.0 115 7.2 19 90 A2283 " Lot 23.3 1203.0 0.0 114 6.0 19 90 ' A2284 " Lot 27-3 1202.0 0.0 116 7.9 19 91 A2285 9-11-90 Tract 24131-2, Lot 45-2 1229.0 3.0 114 4.2 19 90 A2286 " Lot 42-2 1226.0 0.0 116 5.1 19 91 A2287 " Lot 39-2 1223.0 0.0 110 4.1 7 92 ;J A2288 " Lot 36-2 1220.0 0.0 100 2.9 29 90 A2289 " Lot 33.2 1220.0 3.0 101 4.8 29 91 A2290 " Lot 54-2 1220.0 0.0 100 4.1 29 90 A2291 " Lot 51-2 1223.0 0.0 108 4.0 29 90 . A2292 " Lot 48-2 1226.0 0.0 109 4.3 29 91 A2293 " Lot 45-2 1229.0 3.0 100 5.3 29 90 i.� A2294 " Lot 44-2 1228.0 3.0 101 4.7 29 91 A2295 " Lot 44-2 1228.0 3.0 101 7.1 29 91 A2296 " Lot 43-2 1227.0 3.0 102 6.5 29 92 A2297 " Lot 43-2 1227.0 3.0 112 5.2 7 93 ' A2298 " Lot 42-2 1226.0 0.0 ill 6.8 7 93 l A2299 " Lot 41-2 1225.0 0.0 109 6.4 7 91 A2300 " Lot 41-2 1225.0 0.0 108 5.2 7 90 A2301 " Tract 24131-2, Lot 57-2 1213.0 8.0 111 4.7 7 93 A2302 " Lot 57-2 1213.0 10.0 110 5.2 7 92 A2303 " Lot 58-2 1212.0 15.0 110 4.3 7 92 ' A2304 " Lot 58-2 1212.0 11.0 109 4.4 7 91 A2305 " Lot 59-2 1211.0 17.0 109 5.0 7 91 A2306 " Lot 59-2 1211.0 16.0 109 4.8 7 91 A2307 " Lot 60-2 1209.0 22.0 109 5.6 7 91 ' A2308 " Lot 60-2 1209.0 17.0 109 5.3 7 91 A2309 " Lot 61-2 1207.0 26.0 108 5.1 7 90 A2310 " Lot 61-2 1207.0 23.0 108 4.7 7 90 ' A2311 9-12-90 Lot 86-2 1201.0 40.0 109 5.2 7 91 A2312 " Lot 89-2 1198.0 38.0 109 5.4 7 91 A2313 " Lot 92-2 1195.0 25.0 109 4.9 7 91 A2314 " Lot 95-2 1192.0 19.0 109 5.6 7 91 A2315 " Lot 112-2 1201.0 43.0 107 3.2 7 89 A2316 " Lot 109-2 1197.0 28.0 110 5.3 7 92 A2317 " Lot 106-2 1194.0 14.0 110 5.0 7 92 A2318 9-13-90 Tract 24131-3, Lot 22-3 1196.0 6.0 112 5.2 7 93 A2319 • Lot 19-3 1194.0 3.0 114 5.5 7 95 A2320 • Lot 16-3 1192.0 17.0 112 5.8 7 93 ' A2321 • Lot 13-3 1191.0 6.0 109 4.1 7 91 A2322 " Lot 10.3 1189.0 9.0 108 6.0 7 90 ' Project Nuvber: 88-81.148-03 TABLE 1 SUMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative IDENTIF Date Test Location Test Depth of FiLI Dry Moisture Soil Compaction ' IGTION------•---------------•------------•-------••----Elevation-(ft)-••Below-Test•(ft)-•Da+sitY..Content•(X)-Type ---(X) .. ------- A2323 9.13-90 Tract 24131-3, Lot 9-3 1189.0 19.0 113 6.9 7 94 ' A2324 " Lot 9-3 1189.0 14.0 ill 6.1 7 93 A2325 ■ Lot 10-3 1189.0 13.0 112 6.4 7 94 A2326 " Lot 11-3 1190.0 10.0 112 6.3 7 93 ' A2327 " Lot 11-3 1190.0 10.0 109 7.2 7 91 A2328 ■ Lot 12-3 1190.0 10.0 110 7.1 7 91 A2329 " Lot 12-3 1190.0 14.0 110 7.5 7 92 A2330 " Lot 13-3 1191.0 9.0 108 7.7 7 90 ' A2331 " Lot 14-3 1191.0 11.0 109 6.4 7 91 A2332 " Lot 14-3 1191.0 11.0 109 6.9 7 91 A2333 " Lot 15-3 1191.0 17.0 109 5.0 7 91 ' A2334 " Lot 15-3 1190.0 10.0 112 6.4 7 92 A2335 " Lot 16-3 1190.0 10.0 109 5.2 7 93 A2336 " Lot 17-3 1190.0 10.0 110 7.3 7 93 A2337 Y Lot 17-3 1190.0 14.0 110 5.0 7 91 A2338 r Lot 18.3 1191.0 9.0 108 6.1 7 93 A2339 0 Lot 18-3 1191.0 11.0 109 6.3 7 92 A2340 ■ Lot 19-3 1191.0 13.0 109 6.0 7 93 ' A2341 " Lot 20-3 1192.0 2.0 109 7.1 7 93 A2342 9-14-90 Lot 20-3 1194.0 3.0 ill 7.2 7 92 AZ343 " Lot 21-3 1195.0 3.0 109 6.1 7 91 ' A2344 " Lot 21-3 1195.0 3.0 ill 7.8 7 93 A2345 " Lot 22-3 1196.0 11.0 110 7.3 7 92 A2346 • Lot 23-3 1199.0 4.0 109 6.4 7 91 i" ' AZ347 " Lot 24-3 1200.0 3.0 113 8.6 7 94 A2348 " Tract 24131-2. Lot 2-2 1167.0 4.0 110 8.2 7 92 A2349 " Lot 24.2 1200.0 3.0 108 6.0 7 90 A2350 " Slope Adj. Lot 3-2 1159.0 0.0 109 11.6 7 91 ' A2351 " Lot 2.2 1159.0 0.0 109 12.2 7 91 A2352• " Lot 3-2 1161.0 2.0 109 12.7 7 91 A2353 • Slope Adj. Lot 1-2 1161.0 2.0 108 11.5 7 90 ' A2354 " Slope Adj. Lot 2-2 1163.0 4.0 110 10.8 7 92 A2355 " Lot 1-2 1163.0 4.0 110 11.2 7 92 A2356 " Lot 2-2 1165.0 6.0 109 11.3 7 91 ' A2357 " Slope Adj. Lot 2-2 1165.0 6.0 110 10.9 7 92 A8 9-17-90 Tract 24131, Lot 25 1224.0 19.0 114 4.5 7 95 235 A2359 " Lot 86 1225.0 15.0 103 4.0 3 90 A2360 0 Lot 86 1225.0 3.0 103 3.4 3 90 A2361 " Lot 8T 1227.0 3.0 108 5.4 7 90 I- A2362 " Lot 87 1227.0 3.0 110 3.9 7 92 A2363 ■ Lot 88 1227.0 3.0 108 4.9 7 90 ' A2364 " Lot 89 1228.0 3.0 ill 3.7 7 92 A5 " Lot 89 1228.0 3.0 109 4.9 7 91 236 1 ' Palama Del Sol / Mesa Hanes project wim i r- 88-81-148-03 TABLE 1 ASUNKARY 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 ................................. - - - --+(X)------- A2366 9-17-90 Tract 24131, Lot 900 1228.0 3.0 114 4.3 7 95 A2367 " Lot 90 1228.0 3.0 112 4.8 7 94 A2368 " Lot 91 1229.0 4.0 113 4.3 7 94 A2369 " Lot 92 1230.0 14.0 113 3.5 7 94 ' A2370 Is Lot 92 1230.0 10.0 112 4.3 7 93 A2371 " Lot 93 1230.0 15.0 109 6.1 7 91 A2372 " Lot 93 1230.0 11.0 109 6.6 7 91 A2373 " Lot 94 1231.0 16.0 109 4.7 7 91 A2374 " Lot 95 1231.0 16.0 108 6.0 7 90 A2375 " Lot 95 1231.0 15.0 109 5.1 7 91 A2376 " Lot 9Fi 1232.0 15.0 109 4.3 7 91 ' A2377 " Lot 96 1232.0 16.0 108 4.4 7 90 ( A2378 " Lot 97 1232.0 12.0 108 4.1 7 90 A2379 " Lot 98 1231.0 3.0 109 3.9 7 91 A2380 " Lot 83 1219.0 14.0 106 4.7 3 93 A2381 " Lot 83 1219.0 27.0 106 4.6 3 92 A2382 " Lot 84 1218.0 28.0 108 5.2 3 90 A2383 " Lot 82 1220.0 6.0 108 6.4 7 90 A2384 " Lot 82 1220.0 21.0 114 6.9 7 95 A2385 " Lot 81 1221.0 3.0 114 6.5 7 95 A2386 Lot 80 1223.0 18.0 115 5.9 7 96 i A2387 " Lot 80 1223.0 3.0 112 6.5 7 94 i A2388 Lot 79 1224.0 9.0 109 4.9 7 91 A?389 " Lot 79 1224.0 19.0 110 4.9 7 91 A2390 9-19-90 Lot 78 1224.0 20.0 108 5.1 7 90 A2391 " Lot 77 1225.0 2.0 108 6.0 7 90 A2392 " Lot 77 1225.0 10.0 110 5.2 7 92 A23393 " Lot 76 1225.0 11.0 108 5.6 7 90 A2394 " Lot 76 1225.0 4.0 110 4.2 7 92 A2395 " Lot 75 1226.0 11.0 109 5.4 7 91 A23% " Lot 74 1226.0 7.0 ill 4.8 7 92 ' A2397 " Lot 74 1226.0 8.0 110 4.9 7 92 A2398 " Lot 73 1227.0 3.0 108 6.9 7 90 A2399 " Lot 69 1229.0 19.0 108 7.9 7 90 ' A2400 Lot 68 1229.0 24.0 108 8.6 7 90 A2401 " Lot 68 1229.0 26.0 Ill 7.4 7 92 A2402 " Lot 67 1229.0 19.0 108 6.7 7 90 A2403 • Lot 67 1229.0 29.0 108 7.1 7 90 ' A2404 " Lot 66 1228.0 7.0 109 5.5 7 91 A2405 " Lot 65 1227.0 17.0 108 6.0 7 90 A2406 " Lot 65 1227.0 17.0 108 5.7 7 90 ' A2407 " Lot 64 1227.0 27.0 109 5.2 7 91 A2408 " Lot 64 1227.0 17.0 108 6.3 7 90 J troject Number: 88.81-148.03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative JIDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Density Content M Type M A2409 9-19.90 Tract 24131, Lot 63 1226.0 36.0 108 4.0 7 90 IA2410 " Lot 62 1226.0 36.0 108 5.2 7 90 A2411 " Lot 62 1226.0 37.0 109 4.5 7 91 A2412 " Lot 61 1225.0 40.0 108 5.7 7 90 ,A2413 No Lot 61 1225.0 35.0 109 6.8 7 91 A2414 9-20.90 Lot 60 1225.0 36.0 112 4.3 7 94 A2415 " Lot 59 1225.0 42.0 112 4.6 7 93 JA2416 " Lot 59 1225.0 37.0 111 4.4 7 93 A2417 " Lot 58 1222.0 37.0 112 4.2 7 94 A2418 " Lot 58 1222.0 39.0 112 4.5 7 93 A2419 " Lot 57 1221.0 38.0 113 4.2 7 94 IA2420 " Lot 56 1219.0 39.0 109 6.7 7 91 A2421 " Lot 56 1219.0 39.0 109 6.4 7 91 A2422 9.21-90 Lot 55 1218.0 34.0 109 7.8 7 91 1 A2423 K Lot 55 1218.0 28.0 108 6.2 7 90 A2424 " Lot 54 1214.0 24.0 108 6.$ 7 90 A2425 " Lot 53 1215.0 30.0 110 8.0 7 92 A2426 " Lot 53 1215.0 23.0 110 8.2 7 91 IA2427 Is Lot 52 1217.0 27.0 113 7.9 7 95 L_ A2428 " Lot 52 1217.0 32.0 111 8.3 7 93 A2429 " Lot 51 1217.0 27.0 109 7.4 7 90 �A2430 " Lot 50 1218.0 38.0 112 7.7 7 94 A2431 " Lot 50 1218.0 38.0 110 7.1 7 92 A2432 " Lot 49 1218.0 41.0 108 6.7 7 90 IA2433 " Lot 49 1218.0 33.0 108 7.8 7 90 A2434 " Lot 48 1219.0 39.0 110 7.2 7 92 A2435 to Lot 47 1219.0 39.0 108 5.9 7 90 A2436 " Lot 47 1219.0 42.0 109 7.3 7 91 JA2437 " Lot 46 1220.0 30.0 113 8.0 7 94 A2438 • Lot 41 1222.0 22.0 110 6.9 7 91 IA2439 " Lot 41 1222.0 13.0 109 6.2 7 91 A2440 " Lot 42 1222.0 17.0 109 6.6 7 91 A2441 " Lot 43 1221.0 36.0 108 5.9 7 90 A2442 " Lot 43 1221.0 29.0 Ill 8.1 7 92 'A2443 " Lot 44 1221.0 31.0 109 8.5 7 91 A2444 " Lot 44 1221.0 36.0 108 7.2 7 90 A2K5 " Lot 45 1220.0 35.0 108 6.3 7 90 A2446 " Lot 46 1220.0 40.0 108 5.3 7 90 'A2447 " Lot 28 1216.0 4.0 111 4.9 7 92 A2448 9-25-90 Lot 27 1217.0 12.0 110 4.2 7 92 A2449 " Lot 26 1217.0 12.0 105 4.7 3 91 'A2450 " Lot 26 1217.0 7.0 106 4.1 3 93 A2451 " Lot 25 1218.0 6.0 105 3.4 3 92 1 l' 'Palama Oct sot / 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 ' iCATIOM Elevation (ft) Below Test (ft) Density Content (X) Type (X)------- �. ---••--------•------------------------------------••-------••------...,---------- ------------ - ---- A2452 9-25-90 Tract 24131, Lot 25 1218.0 11.0 109 2.7 7 91 'A2453 " Lot 24 1218.0 8.0 102 6.8 3 90 A2454 " Lot 23 1218.0 23.0 103 5.4 3 90 A2455 " lot 23 1218.0 13.0 107 4.9 3 93 'A2456 " Lot 22 1219.0 39.0 104 3.8 3 91 A2457 " Lot 22 1219.0 34.0 107 5.6 3 93 A2458 " Lot 21 1219.0 43.0 111 4.6 7 92 A2459 " Lot 20 1220.0 45.0 109 4.9 7 91 ' A2460 " Lot 20 1220.0 47.0 112 5.1 7 94 A2461 " Lot 19 1219.0 46.0 113 4.7 7 94 A2462 9-26-90 Lot 19 1219.0 42.0 122 4.9 19 95 ' A2463 " Lot 18 1219.0 48.0 116 5.6 19 91 A2464 " Lot 17 1218.0 48.0 115 4.3 19 91 A2465 " Lot 17 1218.0 50.0 112 4.1 7 93 ' A2466 " Lot 16 1217.0 47.0 110 4.1 7 92 A2467 " Lot 16 1217.0 51.0 112 4.9 7 94 A2468 " Lot 15 1219.0 39.0 105 4.3 7 92 A2469 " Lot 15 1219.0 39.0 108 5.8 7 90 l , A2470 " Lot 14 1219.0 43.0 ill 4.3 7 93 ` A2471 " Lot 14 1219.0 40.0 112 4.4 7 93 A2472 " Lot 13 1219.0 39.0 109 4.5 7 91 A2473 " Lot 13 1219.0 39.0 108 4.1 7 90 l A2474 " Lot 12 1219.0 34.0 110 3.8 7 92 A2475 " Lot 11 1218.0 28.0 108 4.6 7 90 ' A2476 " Lot 11 1218.0 29.0 110 3.4 7 92 1 A2477 9-26.90 Lot 10 1217.0 22.0 110 3.5 7 92 A2478 " Lot 10 1217.0 26.0 123 3.4 19 96 A2479 « Lot 9 1217.0 12.0 126 3.8 19 98 A2480 " Lot 8 1216.0 6.0 114 4.1 7 95 A2481 « Lot 8 1216.0 12.0 114 3.5 19 90 A2482 " lot 2 1214.0 3.0 110 6.2 7 92 ' A2483 + lot 2 1214.0 3.0 108 7.7 7 90 A2484 • Lot 1 1213.0 3.0 ill 4.9 7 93 A2485 " Lot 1 1213.0 4.0 ill 4.6 7 93 ' A2486 9-27-90 Tract 24131-2, Lot 32-2 1217.0 3.0 110 6.9 7 92 A2487 « Lot 33-2 1218.0 8.0 108 6.4 7 90 A2485 " Lot 33-2 1218.0 5.0 108 7.1 7 90 A2489 10,08.90 Tract 24131-3, Lot 87.3 1184.0 0,0 116 7.6 14 91 A2490 " Lot 87-3 1186.0 2.0 118 7.5 19 93 A2491 " Lot 87-3 1187.0 3.0 116 8.1 19 91 A2492 10-12-90 Tract 24131-2, Lot 30-2 1216.0 6.0 118 2.9 19 93 ' A2493 " Lot 2.7-2 1211.0 3.0 108 5.1 7 91 A2494 " Lot 24-2 1207.0 3.0 113 2.6 7 94 1 1 'Project Number: 88.81.148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative Date Test Location Test Depth of Fill Dry Moisture SoilCoapaction JIDENTIF (CATION Elevation (ft) Below Test (ft) Density Content (X) Type M i AZi99• 10-12-90 •Tract 24131-2, Lot 21.2---------------204.0-----•-----;4.0•----------•-113------4.3...---•--�-----�•-•----- IA24911 A2496 r Lot 18.2 1199.0 39.0 110 3.8 7 92 " Lot 15-2 1195.0 40.0 113 4.9 7 94 A2496 " Lot 12-2 1192.0 32.0 118 5.5 19 92 A2499 " Lot 99-2 1188.0 8.0 112 4.3 7 93 A2500 " Lot 96-2 1191.0 3.0 112 6.1 7 93 A2501 r Lot 93-2 1194.0 14.0 ill 7.2 7 92 " Lot 90.2 1197.0 43.0 113 7.1 7 94 IA2502 A2503 " Lot 87-2 1201.0 40.0 118 5.8 19 92 A2504 " Lot 59-2 1211.0 13.0 117 1.2 19 92 A2505 " Lot 56.2 1215.0 3.0 120 1.1 19 94 JA2506 Lot 61.2 1207.0 21.0 100 2.1 19 79 A2507 w Lot 64-2 1216.0 13.0 113 2.4 7 94 A2508 " Lot 67-2 1219.0 3,0 111 2.4 7 93 iIA2509 " Lot 71-2 1221.0 8.0 114 4.3 7 95 A2510 " Lot 74-2 1218.0 24.0 104 6.6 3 91 A2511 " Lot 77-2 1215.0 28.0 108 4.5 3 94 IA2512 r Lot 80-2 1212.0 36.0 114 3.3 7 95 A2513 " Lot 83-2 1211.0 24.0 101 4.5 3 88 A2514 " Lot 85-2 1207.0 33.0 104 7.3 3 91 A2515 " Lot 85-2 1207.0 29.0 108 8.4 3 94 IA2516 " Lot 84-2 1209.0 35.0 104 8.4 3 91 A2517 " Lot 84-2 1209.0 33.0 101 7.0 3 89 A2518R " Retest of 2517 1209.0 29.0 107 6.6 3 93 MA2519 " Lot 83-2 1210.0 32.0 95 7.1 3 83 �52Q r Lot 82-2 1211.0 33.0 103 6.7 3 90 A2521R " Retest of A2519 1210.0 32.0 116 6.9 3 100 A2522 " Lot 81-2 1212.0 "A 109 7.1 3 95 A2523 " Lot 81-2 1212.0 37.0 104 5.5 3 91 A2524 10-15-90 Lot 26-2 1210.0 3.0 107 5.2 3 94 A2525 " Lot 26-2 1210.0 3.0 105 4.5 3 92 IA2!526 r Lot 25.2 1205.0 3.0 112 3.2 7 93 A2527 " Lot 25.2 1208.0 3.0 109 3.9 7 91 A2528 " Lot 24.2 1207.0 4.0 118 6.0 7 98 'A2529 r Lot 23-2 1206.0 6.0 110 5.9 7 92 A2530 " Lot 23-2 1206.0 11.0 114 6.5 7 95 A2531 " Lot 22-2 1205.0 7.0 114 4.6 7 95 IA2532 r Lot 22-2 1205.0 12.0 113 6.4 7 94 A2533 " Lot 21-2 1204.0 16.0 116 3.4 7 97 A2534 " Lot 56-2 1215.0 3.0 110 5.2 7 91 A2535 " Lot 57-2 1213.0 3.0 104 3.7 3 91 A25U r Lot 57-2 1213.0 5.0 105 4.6 3 92 A2537 " Lot 58-2 1212.0 9.0 Ill 3.7 7 92 1 I is 11 Paloaa Del Sol / Mesa Homes Project Number: 88-81.148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative j IOENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) Below Test (ft) Oensity Content M Type M A2538 10-15-90 Tract 24131-2, Lot 58.2 1212.0 9.0 113 3.4 7 90 'A2539 " Lot 59.2 1211.0 13.0 108 4.0 7 90 A2540 " Lot 60-2 1209.0 19.0 108 3.3 7 90 AZ541 " Lot 60-2 1209.0 16.0 111 2.8 7 92 A2542R " Retest of A2506 1207.0 18.0 110 4.1 7 92 A2543 " Lot 62-2 1214.0 16.0 108 4.4 7 90 A2544 " Lot 62-2 1214.0 18.0 115 4.5 7 96 A2545 " Lot 63-2 1215.0 13.0 112 5.7 7 93 'A2546 " Lot 63-2 1215.0 16.0 111 4.7 7 93 1•. A2547 " Lot 64-2 1216.0 17.0 108 5.3 7 90 A2548 10-15-90 Lot 65-2 1217.0 6.0 112 4.0 7 94 'A2549 " Lot 65-2 1217.0 10.0 110 4.0 7 92 A2550 " Lot 66-2 1213.0 9.0 115 4.4 7 96 A2551 " Lot 66-2 1218.0 3.0 112 4.5 7 94 A2552 N Lot 67-2 1219.0 3.0 113 3.6 7 94 A2553 " Lot 68-2 1220.0 0.0 106 6.3 7 92 A2554 a Lot 69-2 1220.0 0.0 106 4.9 3 93 A2555 " Lot 69-2 1220.0 0.0 113 8.0 7 94 JA2556 " Lot 70-2 1220.0 3.0 114 4.9 7 90 A2557 " Lot 70-2 1220.0 3.0 104 4.3 3 91 A2558 " Lot 71-2 1220.0 7.0 114 4.8 7 95 ' A2559 " Lot 72-2 1220.0 12.0 ill 4.3 7 92 l A2560 " Lot 72-2 1220.0 14.0 108 4.9 7 90 A2561 " Lot 73-2 1219.0 17.0 ill 5.8 7 92 A2562 " Lot 73-2 1219.0 15.0 113 5.2 7- 94 ' AZ563 " Lot 112-2 1201.0 44.0 115 1.3 19 90 t AZ564 " Lot 115-2 1200.0 37.0 115 �, 1.5 19 90 A2565 ` Lot 113-2 1201.0 34.0 116 1 3.7 7 93 ' A2566 0 Lot 113-2 1201.0 34.0 110 4.0 7 92 A2567 " Lot 114-2 1200.0 38.0 108 4.1 7 90 A2568 " Lot 114-2 1200.0 37.0 114 4.2 7 95 A2569 " Lot 115-2 1200.0 37.0 115 5.0 19 90 A2570 0 Lot 118-2 1198.0 16.0 117 2.5 19 92 A2571 " Lot 118-2 1199.0 16.0 121 4.4 19 91 A2572 " Lot 117-2 1199.0 21.0 116 2.6 7 94 ' A2573 " Lot 117-2 1199.0 26.0 118 4.5 7 94 A2574 " Lot 116-2 1199.0 31.0 114 2.8 7 93 A2575 " Lot 116-2 1199.0 30.0 112 3.9 7 90 ' A2576. " Lot 112.2 1201.0 34.0 120 3.5 19 91 1. A2577 10-16-90 Lot 74-2 1208.0 10.0 104 5.5 3 91 A2578 " Lot 75-2 1207.0 3.0 108 6.9 3 94 ' A2579 " Lot 75-2 1207.0 3.0 108 4.9 3 95 A2580 " Lot 76-2 1208.0 3.0 106 4.4 3 93 t1 Antams Del Sol / Mesa Names Project Number: 88-81-148-03 TABLE 1 SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative JIDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction IGTION Elevation (ft) Below Test (ft) Density Content (X) Type (X) A2581 10-16.90 Tract 24131-2, Lot 76-2 1208.0 3.0 111 8.4 7 93 'Ana " Lot 77-2 1207.0 3.0 114 6.3 7 95 A2583 " Lot 78-2 1206.0 3.0 114 4.7 7 95 A2584 " Lot 79-2 1204.0 3.0 106 6.9 7 92 IA2585 " Lot 78-2 1205.0 3.0 103 4.6 3 90 A2586 " Lot 79-2 1204.0 3.0 110 4.9 3 96 A2587 " Lot 80-2 1203.0 3.0 110 4.3 7 92 • Lot 20-2 1201.0 33.0 113 3.6 7 94 iA2588 A2589 " Lot 20-2 1201.0 38.0 110 4.2 7 92 t' A2590 " Lot 19-2 1200.0 37.0 114 2.6 7 95 IA2591 " Lot 19-2 1200.0 42.0 113 3.5 7 94 A2592 " lot 18-2 1199.0 41.0 112 4.0 7 94 A2593 " Lot 17-2 1197.0 43.0 108 4.5 7 90 A2594 " Lot 17-2 1197.0 43.0 112 3.5 7 93 A2595 " Lot 16-2 1196.0 43.0 108 8.5 7 90 A2596 " Lot 16-2 1196.0 45.0 110 7.4 7 91 A2597 " Lot 15-2 1195.0 42.0 110 3.6 7 92 A2598 " Lot 14-2 1194.0 42.0 115 3.2 7 96 A2599 " lot 14-2 1194.0 43.0 118 3.8 7 98 l A2600 " Lot 13-2 1193.0 42.0 109 3.3 7 91 A2601 " Lot 13-2 1193.0 41.0 110 5.5 7 92 'A2602 Is Lot 12.2 1192.0 34.0 112 3.0 7 93 A2603 to Lot 11-2 1191.0 18.0 109 4.8 7 91 A2604 " Lot 11-2 1191.0 17.0 ill 3.6 7 92 A2605 y Lot 10-2 1190.0 7.0 116 4.4 7 97 A2606 " Lot 10-2 1190.0 7.0 113 4.5 7 94 A2607 " Lot 99-2 1188.0 10.0 113 .3.5 7 94 A2608 " Lot 96-2 1191.0 3.0 112 4.1 7 93 ' A2609 " Lot 98-2 1189.0 3.0 116 3.3 19 91 A2610 " lot 98-2 1189.0 3.0 114 3.6 19 90 A2611 " Lot 97-2 1190.0 3.0 109 3.5 7 90 ' A2612 " Lot 97-2 1190.0 3.0 110 3.2 7 92 A2613 " Lot 95-2 1192.0 9.0 109 2.8 7 90 A2614 " Lot 95-2 1192.0 9.0 ill 3.5 7 92 A2615 " Lot 94-2 1193.0 10.0 114 5.7 7 93 A2616 " Lot 94-2 1193.0 15.0 ill 3.9 7 92 A2617 " Lot 93-2 1194.0 11.0 110 4.2 7 91 " A2618 Lot 92-2 1195.0 17.0 120 5.9 19 94 A2619 " Lot 92-2 1195.0 18.0 114 4.2 19 90 A2620 " Lot 91-2 1196.0 28.0 115 4.6 7 96 A2621 " Lot 91.2 1196.0 29.0 115 3.8 7 96 ' A2622 " Lot 90-2 1197.0 49.0 110 4.3 7 92 A2623 " Lot 89-2 1198.0 43.0 114 4.0 7 95 '1 i-' 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 Moistwe Sail Compaction IC Elevation (ft) Below Test (ft) Density Content-M Type--'(x)-----_- MAY..................................... .. ..Tract 24131-2, Lot... A2624 10-16-90 -•----- •1198.0 -'- • ---- -44.0 � ----- --4.2 19 94 ' A2625 10-17.90 Lot 111-2 1200.0 41.0 109 4.2 7 91 A2626 n Lot 111-2 1200.0 40.0 108 3.5 7 90 A2627 + Lot 110-2 1198.0 28.0 116 4.6 19 91 A2628 + Lot 110-2 1198.0 22.0 115 3.5 19 90 ' A2629 + Lot 109-2 1197.0 28.0 119 5.3 19 93 A2630 + Lot 109-2 1197.0 24.0 117 4,0 19 92 A2631 + Lot 108-2 1195.0 29.0 114 44.0 19 90 A2632 + Lot 108-2 1195.0 24.0 116 5.9 19 91 A2633 10-18.90 Lot 88-2 1199.0 41.0 124 5.0 19 97 A2634 + Lot 88-2 1199.0 41.0 115 4.6 19 90 ' A2635 a Lot 87-2 1200.0 43.0 ill 4.4 7 93 C A2636 " Lot 86-2 1201.0 38.0 117 3.8 19 92 A2637 + Lot 86.2 1201.0 38.0 114 2.5 19 90 A2638 + Lot 121-2 1196.0 3.0 116 3.3 19 91 ' A2639 + Lot 119.2 1198.0 10.0 122 4.5 19 % A2640 + Lot 119-2 1198.0 10.0 117 3.9 19 91 A2641 + Lot 120-2 1197.0 5.0 118 3.8 19 92 L, A2642 + Lot 120-2 1197.0 3.0 125 4.9 19 97 A2643 + Lot 121-2 1196.0 0.0 123 6.4 19 % A2644 + Lot 122-2 1195.0 4.0 115 4.7 19 90 A2645 + Lot 122-2 1195.0 0.0 115 4.5 19 90 AZ6" + Lot 123-2 1195.0 5.0 116 4.6 19 91 A2647 + Lot 123-2 1195.0 4.0 115 6.0 19 90 A2648 10.19-90 Lot 124-2 1193.0 4.0 121 4.2 19 94 ' A2649 + Lot 129-2 1186.0 3.0 112 6.3 7 94 A2650 + Lot 129-2 1186.0 5.0 112 5.9 7 98 A2651 + Lot 107-2 1194.0 27.0 115 4.9 19 90 ' A2652 + Lot 107-2 1194.0 23.0 116 5.2 19 91 A2653 " Lot 106-2 1193.0 11.0 115 4.8 19 91 A2654 + Lot 105.2 1192.0 5.0 114 3.6 7 95 ' A2655 + Lot 105-2 1192.0 4.0 113 5.4 7 94 A2656 + Lot 101-2 1188.0 4.0 117 6.7 7 98 A2657 a Lot 101-2 1188.0 3.0 120 4.1 7 99 ' A2658R a Retest of A2506 1208.0 5.0 108 6.1 7 90 A2659 10-22.90 Tract 24131-1, Slope, Adj. Lot 8-1 1161.0 18.0 110 11.4 7 92 A2660 « Slope, Adj. Lot 11.1 1156.0 29.0 108 12.9 7 90 A2661 " Slope, Adj. Lot 13.1 1155.0 30.0 114 18.2 16 96 A2662 + Slope, Adj. Lot 8-1 1163.0 22.0 112 14.7 16 94 A2663 + Slope, Adj. Lot 11-1 1158.0 32.0 ill 12.7 7 92 A26" • Slope, Adj. Lot 13.1 1157.0 32.0 109 13.6 7 91 A2665 10-22-90 Slope, Adj. Lot 9-1 1165.0 22.0 110 11.2 7 92 Ate, + Stop*, Adj. Lot 12-1 1160.0 35.0 109 10.7 7 91 J fl "Palo= Del Sol / Mesa Raves Project Numtaer.- 88-81-148-03 TABLE 1 ' SUMMARY OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative DateTest Location Test Depth of Fill Dry Moisture Soil Compaction JIDENTIF ICATION Elevation (ft) Below Test (ft) Density Content M Type M IA2661' 10-22-90 Tract 24131-1, lot 40-1 1177.0 0.0 107 7-9 7 89 A2668R " Retest of A2667 1177.0 0.0 111 5.4 7 93 A2669 Lot 40-1 1178.0 2.0 110 7.4 T 92 A2670 10-26-90 Tract 24131-3, Lot 37-3 1215.0 53.0 114 4.9 7 95 A2671 " Lot 37-3 121S.0 47.0 108 4.9 7 90 A2672 " Lot 38-3 1215.0 37.0 109 2.8 7 91 A2673 " Lot 38-3 1215.0 42.0 109 3.5 7 91 VA2674 " Lot 39-3 1214.0 37.0 108 3.8 7 90 675 " Lot 40-3 1213.0 27.0 106 3.0 7 88 - A2676 " Lot 40.3 1213.0 28.0 101 4.1 7 84 A2677 " Lot 41-3 1211.0 18.0 118 3.1 7 98 A2678 Lot 41-3 1211.0 23.0 111 4.0 7 93 A2679 " Lot 42-3 1210.0 12.0 ill 3.6 7 92 A2680 " Lot 43-3 1208.0 14.0 115 2.9 7 96 'A2681 " Lot 43-3 1208.0 4.0 118 2.9 7 98 A2682 " Lot 44-3 1207.0 4.0 108 3.8 7 90 A26B3 " Lot 44-3 1207.0 3.0 108 6.0 7 90 {{{ A2684 " Lot 45-3 1206.0 5.0 107 12.0 7 90 t 'A2685 " Lot 46-3 1205.0 4.0 110 4.8 7 91 A2686 " Lot 46-3 1205.0 5.0 109 4.6 7 91 A2687 " Lot 50-3 1195.0 4.0 109 2.8 19 85 - ( 'A2688 Lot 50-3 1195.0 4.0 110 2.0 19 86 r A2689 " Lot 51-3 1197.0 3.0 109 3.3 19 85 - A2690 " Lot 55-3 1193.0 3.0 111 3.9 7 93 'A2691 " Lot 55-3 1193.0 3.0 108 5.0 7 90 A2692 " Lot 56-3 1193.0 4.0 114 3.1 7 95 A2693 " Lot 56-3 1193.0 4.0 108 3.0 7 90 A2694 " Lot 57-3 1192.0 4.0 108 2.7 7 90 ' A2695 " Lot 58-3 1191.0 4.0 112 2.3 7 93 A2696 " Lot 58-3 1191.0 4.0 110 3.4 7 91 A2697 " Lot 64-3 1192.0 4.0 113 2.3 7 95 ' A2698 " Lot 64-3 1209.0 4.0 115 2.7 7 96 A2699 ■ Lot 65-3 1209.0 3.0 110 4.3 7 92 A2700 ■ Lot 66-3 1209.0 4.0 119 2.1 7 98 ' A2701 " Lot 66-3 1209.0 4.0 110 4.1 7 92 A2702 " Lot 68-3 1210.0 3.0 117 4.1 7 97 A2703 " Lot 68-3 1210.0 3.0 114 3.3 7 95 A2704 L " L*-54-:3 &:-�4'{ 7L�`I 1194.0 0.0 115 12.5 18 92 ' A2705 " Lot 51-3 1192.0 2.0 117 9.7 19 92 A2706 " Lot 69-3 1210.0 20.0 116 2.6 7 97 A2707 " Lot 70-3 1210.0 32.0 112 3.4 7 93 ' A2708 " Lot 70-3 1210.0 22.0 ill 3.5 7 93 A2709 " Lot 71-3 1209.0 32.0 113 3.8 7 94 1 1 I� Palome Del Sol / Mesa Homes Project Number: 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 (ft) Below Test (ft) Density Content (%) Type M A2710 10-26-90 Tract 24131-3, Lot 71-3 1209.0 19.0 110 3.2 7 92 A2711 " Lot 72.3 1209.0 26.0 115 2.2 7 96 A2712 " Lot 73-3 1208.0 21.0 110 1.3 7 92 A2713 Lot 73.3 1208.0 16.0 ill 1.4 7 93 A2714 Lot 74-3 1208.0 3.0 112 3.1 7 94 A2715 " Lot 74-3 1208.0 3.0 115 3.0 7 96 A2716 Lot 75-3 1208.0 3.0. 118 2.9 7 98 A2717 N Lot 76-3 1207.0 3.0 ill 2.5 7 92 A2718 " Lot 76-3 1207.0 3.0 109 3.0 7 91 A2719 N Lot T7-3 1207.0 2.0 109 3.3 7 91 A2720 " Lot 77-3 1207.0 3.0 111 2.5 7 92 I, A2721 " Lot 79-3 1204.0 3.0 110 2.3 7 92 A2722 " Lot 80-3 1203.0 10.0 109 2.6 7 91 A2723 " Lot 80.3 1203.0 5.0 110 2.2 7 92 A2724R " Retest of 2675 1214.0 27.0 117 2.4 7 93 A2725R " Retest of 2676 1214.0 29.0 ill 2.2 7 93 A2726R " Retest of 2687 1198.0 3.0 112 3.3 7 94 A2727R " Retest of 2-688 1198.0 4.0 112 4.4 7 94 A2728 10.28-90 Lot 81-3 1202.0 15.0 109 3.2 7 91 A2729 " Lot 81-3 1202.0 20.0 112 5.4 7 93 A2730 " Lot 82-3 1200.0 24.0 113 3.4 7 94 ' �731 " Lot 83-3 1197.0 24.0 110 4.2 7 91 L A2732 " Lot 83-3 1197.0 30.0 110 4.4 7 92 A2733 " Lot 84-3 1193.0 32.0 113 5.8 7 94 ' �734 " Lot 84-3 1193.0 22.0 116 4.2 7 96 A2735 " Lot 85-3 1190.0 27.0 112 3.7 7 93 t A2736 " Lot 86-3 1187.0 16.0 107 6.8 7 90 A2737 " Lot 86-3 1187.0 21.0 109 8.1 7 91 A2T38 " Lot 87-3 1187.6 4.0 111 3.7 7 93 A2739 " Lot 87-3 1187.0 9.0 109 4.9 7 91 A2740 " Lot 60-3 1207.0 10.0 115 4.2 7 96 A2741 " Lot 60-3 1207.0 15.0 115 3.1 7 90 A2742 10-30-90 Tract 24131-1, Lot 24-1 1162.0 5.0 113 5.4 7 94 A2743 " Lot 21-1 1160.0 8.0 ill 5.9 7 92 ' A2744 " Lot 17-1 1159.0 26.0 110 5.8 7 92 A2745 " Lot 22-1 1164.0 12.0 112 5.7 7 93 A2746 " Lot 20-1 1162.0 15.0 112 8.7 7 94 A2747 " Lot 16-3 1160.0 28.0 109 9.6 7 91 A2748 " Lot 23-1 1164.0 14.0 110 10.0 7 91 1 . A2749 " Lot 24-1 1166.0 12.0 Ill 6.6 7 93 A2750 10-29.90 Tract 24131-2, Lot 50.2 1203.0 0.0 109 12.9 7 91 1JA2751 " Lot 55-2 1216.0 0.0 112 15.0 7 94 A2752 " Lot 55-2 1216.0 0.0 111 6.7 7 93 ' Paloma Del Sol / Mesa Naves Project Number: 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 IGTION Elevation (ft) Below Test (ft) Density Content (%) Type (X) A2753 10-29.90 Tract 24131-2, Lot 55-2 1216.0 0.0 112 6.1 7 94 ' A2754 " Tract 24131-1, Lot 55-1 1210.0 2.0 114 6.8 7 95 A2755 10-31-90 Lot 26-1 1167.0 11.0 112 7.6 7 93 A2756 " Lot 28-1 1167.0 13.0 110 7.2 7 92 A2757 " Lot 30-1 1167.0 29.0 112 7.5 7 93 A2758 " Lot 25-1 1169.0 6.0 114 7.4 7 95 A2759 " Lot 27-1 1169.0 15.0 112 8.0 7 94 A2760 " Lot 29-1 1169.0 21.0 110 7.7 7 92 ' A2761 11-01-90 Lot 89-1 1158.0 0.0 108 8.1 7 90 A2762 " Lot 90-1 1158.0 0.0 108 7.0 7 90 A2763 " Lot 91-1 1160.0 0.0 108 4.2 7 90 A2764 " Lot 92-1 1164.0 4.0 108 4.4 7 90 f A2765 " Lot 92-1 1166.0 9.0 109 3.6 7 91 A2766 " Lot 55-1 1179.0 19.0 109 3.0 7 91 l, A2767 " Lot 56-1 1179.0 18.0 ill 2.9 7 93 A2768 " Lot 56-1 1179.0 18.0 109 3.0 7 91 A2769 " Lot 57-1 1180.0 3.0 110 6.1 7 91 A2770 Lot 57-1 1180.0 5.0 109 5.6 7 91 1 A2771 " Lot 54-1 1177.0 20.0 110 5.4 7 92 t A2772 " Lot 53-1 1175.0 21.0 110 6.5 7 92 A2773 " Lot 53-1 1175.0 21.0 113 6.4 7 94 A2774 " Lot 52-1 1174.0 19.0 113 4.6 7 94 A2775 " Lot 52-1 1174.0 19.0 110 4.9 7 92 A2776 " Lot 51-1 1173.0 23.0 113 5.0 7 94 �.� A2777 " Lot 51-1 1173.0 18.0 ill 4.9 7 92 A2778 11-02-90 Tract 24131-2. Lot 5-2 1161.0 2.0 110 10.1 7 91 A2779 " Lot 2-2 1163.0 2.0 112 11.4 7 93 A2730 " Lot 1-2 1165.0 4.0 109 9.7 7 91 A2781 " Lot 4-2 1165.0 4.0 112 10.0 7 93 A2782 + Tract 24131-3, Lot 1-3 1166.0 2.0 114 11.4 7 95 A2783 " Slope, Adj. Lot 4-3 1172.0 2.0 ill 9.6 7 93 A2734 + Slope, Adj. Lot 2-3 1166.0 16.0 114 10.3 7 95 A2785 " Slope, Adj. Lot 2-3 1168.0 2.0 ill 12.6 7 92 A2786 " Slope, Adj. Lot 5-3 1168.0 8.0 120 9.9 19 94 ' A2787 " Lot 130-3 1170.0 6.0 115 10.7 19 90 A2788 " Lot 3-3 1170.0 6.0 117 9.6 19 91 A2789 " Slope, Adj. Lot 6-3 1170.0 13.0 109 12.3 7 91 A27911 " Slope, Adj, Lot 7-3 1172.0 15.0 112 11.3 7 94 A2791 " Slope, Adj. Lot 4-3 1173.0 0.0 108 12.9 7 90 A2792 " Lot 1-3 1172.0 8.0 118 9.2 19 92 A2793 " Slope, Adj. Lot 5-3 1174.0 8.0 109 8.7 7 91 A2794 " Slope, Adj. Lot 2-3 1174.0 6.0 110 8.6 7 92 A2795 " Tract 24131-2. Lot 4.2 1165.0 6.0 110 13.2 7 92 T'1 " 1 'Patoma oel Sol / Me" Hanes Project Number: W-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 (%) A2796 11-02-90 Tract 24131-2, Lot 3-2 1165.0 6.0 112 13.6 7 94 A2797 " Lot 1-2 1167.0 8.0 110 12.2 7 92 A2798 " Lot 4-2 1167.0 8.0 113 8.9 7 94 A2799 " Lot 6-2 1167.0 8.0 113 9.6 7 94 ,A2800 " Lot 5-2 1169.0 10.0 114 10.6 7 95 A2801 " Lot 2-2 1169.0 10.0 112 11.2 7 94 A2302 " Lot 6-2 1172.0 7.0 116 9.6 19 91 jA280Lot 3-2 1172.0 13.0 114 10.3 19 90 3 A2804 " Tract 24131-3, Lot 130-3 1176.0 12.0 108 10.4 7 90 AM " Slope, Adj. Lot 3-3 1176.0 0.0 110 9.8 7 92 AM" " Slope Adj, Lot 6-3 1176.0 24.0 113 10.4 7 94 A2807 " Tract 24131-2, Lot 1-2 1174.0 11.0 107 13.2 7 90 E A2808 " Lot 3-2 1174.0 11.0 110 12.7 7 91 A28M " Lot 5-2 1174.0 15.0 108 13.5 7 90 0 A2810 " Tract 24131-1, Lot 61-1 1176.0 3.0 114 3.6 7 95 A2811 " Lot 62-1 1178.0 25.0 113 2.8 7 95 A2812 " Lot 62-1 1178.0 9.0 ill 3.5 7 92 c A2813 " Lot 63-1 1180.0 33.0 112 2.9 7 93 1 ,A2814 " Lot 63-1 1180.0 28.0 110 3.6 7 92 A2815 " Lot 64-1 1185.0 23.0 112 3.8 7 94 A2816 " Lot 64-1 1185.0 13.0 114 3.5 7 95 a ,A2817 " Lot 65-1 1187.0 3.0 114 2.7 7 95 A2818 " Lot 66-1 1187.0 15.0 114 5.5 7 95 A2819 " Lot 66-1 1187.0 15.0 112 4.7 7 93 'A2820 " Lot 67-1 1187.0 158.0 111 6.3 7 92 A2921 " Lot 67-1 1187.0 25.0 112 5.2 7 93 A2822 " Lot 68-1 1187.0 25.0 109 5.4 7 91 'A2823 " Lot 68-1 1187.0 15.0 109 4.1 7 91 A2824 " Lot 69-1 1187.0 20.0 109 6.2 7 91 A2825 " Lot 70-1 1187.0 3.0 113 4.9 7 95 A2826 " Lot 70-1 1187.0 3.0 112 6.3 7 94 'A2827 " Lot 71-1 1185.0 3.0 110 4.2 7 92 A2828 " Lot 71-1 1185.0 19.0 110 5.7 7 91 A2829 " Lot 72-1 1184.0 17.0 ill 3.2 7 93 A2830 " Lot 73-1 1182.0 46.0 ill 6.6 7 93 A2831 " Lot 73-1 1182.0 41.0 108 5.0 7 92 A2832 " Lot 74-1 1181.0 49.0 ill 5.2 7 92 ' A2833 " Lot 74-1 1181.0 49.0 109 4.6 7 91 A2834 " Lot 75-1 1180.0 49.0 108 3.1 7 90 A2935 " Lot 76-1 1180.0 48.0 113 2.8 7 95 A2836 " Lot 76-1 1180.0 47.0 116 3.3 7 97 A2837 " Lot 77-1 1178.0 44.0 118 0.3 7 98 A2838 " Lot 77-1 1178.0 41.0 108 3.7 7 90 intome Del Sol / Mesa Names Project Number: 88-81-148-03 TABLE 1 SlM1ART 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 9 11-02.90 Tract 24131-1, Lot 78-1 1176.0 39.0 110 3.1 7 92 Lot 79-1 1170.0 34.0 110 4.4 7 92 1 Lot 79-1 1170.0 31.0 ill 3.6 7 93 A2842 " Lot 80-1 1170.0 34.0 110 3.1 7 92 I3 " Lot 80-1 1170.0 30.0 109 2.7 7 91 844 " Lot 81-1 1169.0 33.0 109 3.2 7 91 A2845 " Lot 82-1 1168.0 29.0 110 4.3 7 92 " Lot 82-1 1168.0 35.0 108 4.0 7 91 .-§2847 Lot 83-1 1167.0 35.0 108 2.5 7 90 A280 " Lot 83-1 1167.0 30.0 110 2.8 7 92 869 " Lot 84-1 1165.0 34.0 ill 3.1 7 93 0 " Lot 42-1 1179.0 9.0 108 4.1 7 90 2851 11-05-90 Lot 42-1 1178.0 12.0 108 3.4 7 90 A2852 " Lot 41-1 1178.0 9.0 108 3.1 7 90 ffi3 " Lot 41-1 1179.0 9.0 110 2.3 7 91 . 4 " Lot 40-1 1180.0 3.0 108 2.6 7 90 A2855 Lot 36.1 1180.0 3.0 109 3.5 7 92 1-P7 6 " Lot 36-1 1180.0 3.0 108 4.6 7 90 " Lot 35-1 1177.0 8.0 108 2.1 7 90 A2858 " Lot 35-1 1177.0 3.0 110 4.7 7 91 9 " Lot 34-1 1174.0 20.0 108 3.1 7 90 0 " Lot 34-1 1174.0 20.0 110 5.2 7 92 1 " Lot 33-1 1173.0 31.0 108 5.0 7 90 A2862 " Lot 32-1 1172.0 32.0 110 5.4 7 92 " Lot 32-1 1172.0 32.0 108 4.1 7 90 " Lot 31-1 1172.0 32.0 110 5.5 7 92 A2865 ° Lot 31-1 1172.0 30.0 108 3.3 7 90 F866 " Lot 30-1 1171.0 28.0 109. 2.9 7 91 . 867 " Lot 29-1 1171.0 24.0 109 3.2 7 91 A2868 " Lot 29-1 1171.0 24.0 108 2.6 7 90 A2869 " Lot 28-1 1171.0 13.0 109 3.2 7 91 FA2871 7D " Lot 28-1 1171.0 23.0 110 2.8 7 92 " Lot 27-1 1170.0 12.0 109 3.8 7 91 A2872 M Lot 26-1 1169.0 17.0 109 3.1 7 91 �A2873 " Lot 26-1 1169.0 12.0 108 3.6 7 90 111A2874 " Lot 25-1 1169.0 7.0 111 4.3 7 92 A2875 " Lot 25-1 1169.0 12.0 110 5.4 7 92 FA2876 E Lot 24-1 1167.0 15.0 114 4.1 7 95 877 " Lot 23-1 1166.0 19.0 113 4.6 7 94 f A2878 " Lot 23-1 1166.0 21.0 109 3.0 7 91 A2879 " Lot 22-1 1165.0 18.0 109 4.2 7 91 1 A2880 " Lot 22-1 1165.0 18.0 112 3.4 7 93 A2881 " Lot 21-1 1163.0 11.0 113 56.6 7 94 r i :1 Palama Del SoL / Mesa Moores Project NumCer: 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 (%) A2882 11-05-90 Tract 24131-1, Lot 20-1 1163.0 3.0 113 6.6 7 9,1 A2883 " Lot 20-1 1163.0 21.0 ill 5.9 7 92 A2884 " Lot 19.1 1162.0 21.0 111 7.2 7 92 A2885 " Lot 19-1 1162.0 26.0 112 8.0 7 94 A2886 " Lot 18-1 1162.0 30.0 108 7.7 7 90 A2887 " Lot 17-1 1161.0 30.0 110 7.2 7 92 A2888 " Lot 17-1 1161.0 34.0 109 5.1 7 91 A2889 " Lot 16-1 1160.0 34.0 ill 4.8 7 82 ` A2890 " Lot 89-1 1160.0 11.0 110 6.1 7 91 A2891 " Lot 90-1 1160.0 0.0 108 6.8 7 90 A2892 Lot 90-1 1160.0 2.0 110 6.3 7 90 4, A2893 " Lot 91-1 1161.0 2.0 117 10.4 7 97 A2894 Lot 91-1 1163.0 4.0 116 10.2 7 96 A2895 " Lot 92-1 1165.0 12.0 109 8.4 7 91 A2896 " Lot 10-1 1163.0 0.0 108 10.2 7 90 A2897 " Lot 10-1 1165.0 2.0 109 7.1 7 91 A2898 " Tract 24131-2, Lot 6-2 1176.0 4.0 110 10.7 7 92 ' A2899 " Lot 2-2 1176.0 13.0 ill 12.3 7 93 A2900 " Tract 24131-3, Lot 5-3 1178.0 6.0 109 12.1 7 91 L" A2901 " Lot 8-3 1174.0 12.0 109 11.4 7 91 A2902 Tract 24131-2, Lot 5-2 1178.0 1.0 111 10.6 7 93 A2903 " Lot 4-2 1180.0 3.0 109 11.8 7 91 r A2904 " Lot 2-Z 1180.0 22.0 108 11.5 7 90 A2905 " Tract 24131-3, Lot 6-3 1180.0 26.0 106 9.6 7 88 A2906R " Retest of A2905 1180.0 26.0 108 13.4 7 90 A2907 " Lot 8-3 1176.0 11.0 109 11.8 7 91 A2908 " Tract 24131-2, Lot 5-2 1180.0 13.0 109 , 11.3 7 91 A2909 " Lot 4-2 1180.0 10.0 110 12.8 7 92 A2910 ■ Lot 3-2 1184.0 25.0 112 12.4 7 93 A2911 Lot 1-2 1182.0 15.0 110 11.2 7 92 A2912 " Lot 2-2 1183.0 23.0 108 12.9 7 90 ' A2913 " Tract 24131-3, Lot 5.3 1182.0 17.0 109 11.7 7 91 A2914 " Lot 7-3 1184.0 29.0 112 11.3 7 93 A2915 " Lot 8-3 1180.0 14.0 110 11.7 7 92 ' A2916 " Tract 24131-1, Lot 14-1 1159.0 32.0 110 4.7 7 92 A2917 " Lot 14-1 1159.0 36.0 109 5.3 7 91 A2918 K NL.a s-;6�1 X,A-i4 e{ 32 5 1160.0 34.0 109 4.6 7 91 A2919 M Lot 88-1 1159.0 28.0 109 5.7 7 91 A2920 N Lot 88-1 1159.0 23.0 108 5.6 7 90 A2921 " Lot 86-1 1161.0 34.0 110 4.9 7 92 A2922 " Lot 87-1 1160.0 33.0 ill 7.4 7 92 A2923 " Lot 86-1 1161.0 34.0 109 7.8 7 91 A2924 " Lot 85-1 1164.0 32.0 108 5.9 7 90 1 l' 'Patome Del Sol / Mesa Names Project Number: 88-81.148-03 TABLE 1 ( ' SUMMARY OF FIELD TEST RESULTS i! POINT Test Approximate Approximate Approximate Field Relative I 'IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction IM:ATION Elevation (ft) Below Test (ft) Density Content M Type (%) A2925 11-05-90 Tract 24131-1, Lot 85-1 1164.0 35.0 ill 7.1 7 90 'A2926 " Lot 15-1 1160.0 33.0 109 4.8 7 90 A2927 " Lot 13-1 1159.0 33.0 110 5.2 7 91 A2928 " Lot 13-1 1159.0 38.0 110 5.8 7 92 A2929 No Lot 12-1 1161.0 34.0 110 6.7 7 91 A2930 " Lot 11-1 1162.0 30.0 108 6.1 7 90 A2931 Lot 11-1 1162.0 12.0 113 4.9 7 94 A2932 No Lot 10-1 1165.0 3.0 112 8.6 7 93 A2933 " Lot 10-1 1165.0 3.0 109 7.7 7 91 A2934 " Lot 9-1 1166.0 19.0 ill 4.8 7 92 A2935 " Lot 8-1 1166.0 19.0 ill 6.6 7 93 ( 'A2936 " Lot 8-1 1166.0 29.0 113 7.9 7 94 t A2937 " Lot 7-1 1166.0 10.0 112 6.0 7 94 A2938 " Lot 7-1 1166.0 15.0 ill 5.9 7 93 f A2939 " Lot 50-1 1169.0 0.0 112 8.4 7 93 'A2940 " Lot 50-1 1171.0 2.0 109 7.7 7 90 A2941 " Tract 24131-2, Lot 6-2 1182.0 6.0 112 12.5 7 93 A2942 " Lot 5-2 1184.0 18.0 112 11.6 7 93 A2943 " Lot 4-2 1184.0 11.0 108 13.3 7 90 A2944 " Tract 24131-3, Lot 5-3 1186.0 21.0 109 12.7 7 91 A2945 " Lot 6.3 1186.0 26.0 110 12.1 7 92 ' A2946 " Lot 8-3 1184.0 24.0 110 11.8 7 92 (. A2947 " Lot 7-3 1187.0 35.0 109 11.1 7 91 A2948 " Lot 8-3 1187.0 22.0 ill 12.0 7 93 A2949 " Tract 24131-2, Lot 6-2 1185.0 10.0 112 10.7 7 93 AM " Lot 130-2 1181.0 0.0 110 11.3 7 92 A2951 " Lot 130-2 1183.0 2.0 110 10.8 7 92 A2952 " Lot 130-2 1184.0 4.0 110 12.6 7 92 A2953 " Tract 24131-3, Lot 4-3 1184.0 0.0 110 10.9 7 92 A2954 " Lot 3-3 1185.0 2.0 109 11.4 7 91 A2955 " Lot 2.3 1185.0 4.0 110 12.4 7 92 A2956* " Tract 24131-2, Lot 100-2 1186.0 7.0 108 4.6 7 90 A2957* " Lot 106-2 1193.0 17.0 113 3.8 7 94 A2958* " Tract 24131-3, Lot 85-3 1189.0 27.0 112 5.3 7 93 A2959* " Lot 82-3 1200.0 27.0 109 4.4 7 91 A2960* " Lot 59-3 1207.0 20.0 114 5.7 7 95 A2%1* " Tract 24131-2, Lot 72-2 1209.0 23.0 110 4.1 7 92 ' A2962* " Lot 69-2 1210.0 23.0 110 3.9 7 92 A2963* " Tract 24131-3, Lot 5-3 1187.0 15.0 108 8.0 7 90 A2964* " Lot 8-3 1188.0 26.0 108 9.5 7 90 A2965* 11-06-90 Tract 24131-1, Lot 9-1 1166.0 14.0 109 4.8 7 91 A2966* " Lot 12-1 1161.0 29.0 110 3.6 7 92 A2967 IN Lot 15-1 1159.0 36.0 ill 3.9 7 93 1 1 tatan Oct Sol / Mesa Raines Project Number: 88-81.148-03 TABLE 1 ISLNMART OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative 11DENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction ICATION Elevation (ft) 8etow Test (ft) Density Content M Type M .....+ .. ------ -.. Tract 24131.1, Lot 1$-1 1162.0 29.0 109 3.g. ..... .7•-••- •91 11-06-90 2964* -- Lot 21-1 1163.0 17.0 110 4.8 7 92 A2970* " Lot 24-1 1167.0 20.0 108 3.2 7 90 A2971 " Lot 27-1 1170.0 18.0 110 4.9 7 92 S42972- " Lot 30-1 1171.0 28.0 110 4.6 7 92 114n73- N Lot 33-1 1173.0 31.0 110 3.7 7 92 A2974* " Lot 40-1 1180.0 8.0 ill 4.1 7 93 11Vk2975* 11-07.90 Lot 54-1 1177.0 20.0 110 3.4 7 92 6* Lot 65-1 1187.0 7.0 110 4.4 7 92 A2977* " Lot 61-1 1176.0 15.0 108 4.3 7 90 A2978* " Lot 73-1 1176.0 40.0 ill 4.7 7 93 11A2979* " Lot 75-1 1180.0 50.0 112 4.1 7 93 A2Mw " Lot 72-1 1184.0 27.0 111 4.7 7 93 A2981* " Lot 69-1 1181.0 18.0 108 3.1 7 90 � = A29W " Lot 87-1 1160.0 33.0 ill 4.7 7 93 I 'A2983* " Lot 84-1 1165.0 33.0 112 4.6 7 93 t A2984 11-08-90 Tract 24131-3, Lot 7-3 1188.0 34.0 111 3.7 7 93 r.'A2985 " Lot 7-3 1188.0 32.0 110 3.5 7 92 A2986 " Lot 6-3 1188.0 31.0 109 4.1 7 91 A2987 " Lot 6-3 1188.0 28.0 109 3.9 7 91 A2988 " Lot 5-3 1187.0 20.0 109 4.6 7 91 �A2989 Lot 4-3 1187.0 9.0 109 4.1 7 91 A2990 " Lot 4-3 1187.0 9.0 ill 3.8 7 93 A2991 " Lot 3-3 1186.0 9.0 ill 4.0 7 93 A2992 Lot 3-3 1186.0 6.0 ill 4.4 7 93 A2993 " Lot 2-3 1185.0 14.0 109 3.8 7 91 A2994 " Lot 2-3 1185.0 9.0 110 3.4 7 92 'A2995* 0 Lot 1-3 1184.0 13.0 109 4.7 7 91 A2996 " Lot 1-3 1184.0 18.0 108 4.2 7 90 A2997 " Tract 24131-2, Lot 130-2 1184.0 12.0 109 4.2 7 91 A2998 " Lot 130-2 1184.0 7.0 109 3.5 7 91 'A2999 " Lot 1-2 1183.0 16.0 110 3.6 7 92 A3000* " Lot 1-2 1183.0 22.0 113 4.8 7 94 A3001 " Lot 2-2 1184.0 23.0 110 5.2 7 92 1 A3002 Lot 2-2 1184.0 26.0 110 4.0 7 92 A3003 " Lot 3-2 1185.0 13.0 111 4.7 7 93 A3004 " Lot 3-2 1185.0 22.0 109 3.8 7 91 ; .�A3005 " Lot 4-2 1186.0 14.0 109 3.6 7 91 A3006 " Lot 4-2 1186.0 19.0 ill 4.1 7 93 A300T* " Lot 5-2 11$b.0 15.0 113 5.5 7 94 A3008 " Lot 5-2 1186.0 20.0 110 4.7 7 92 'A3009 " Lot 6-2 1187.0 10.0 108 4.3 7 90 A3010 " Lot 6-2 1187.0 15.0 ill 4.9 7 93 {i t. floss Del Sol / Mesa Naves Project Number- 88-81-148-03 TABLE 1 1.1 5UIMART OF FIELD TEST RESULTS POINT Test Approximate Approximate Approximate Field Relative �.'IOENTIF Date Test Location Test Depth of Fill Dry Moisture Sail Compaction ICATION Elevation (ft) Below Test (ft) Density Content M Type (%) 11-16.90 Tract 24131-1, Lot 43-1 1175-0 0.0 109 5-1 7 91 IA3011 A3012 Lot 43-1 1177.0 2.0 109 5.9 7 91 A3013 " Lot 43-1 1178.0 3.0 110 5.5 7 92 A3014 " Lot 44-1 1175.0 0.0 110 5.4 7 92 ,A3015 Lot 44-1 1177.0 2.0 113 6.4 7 94 A3016 " Lot 44-1 1178.0 3.0 110 7.6 7 91 A3017 " Lot 45-1 1175.0 0.0 114 6.5 7 95 'A3018 " Lot 45-1 1177.0 2.0 118 6.8 7 99 A3019 " Lot 45-1 1178.0 3.0 107 5.2 7 90 A3020 " Lot 46-1 1174.0 0.0 113 5.0 7 94 A3021 " Lot 46-1 1176.0 2.0 119 5.3 7 99 ( IA3022 " Lot 46-1 1177.0 3.0 114 6.8 7 95 . A3023 " Lot 50-1 1170.0 0.0 114 6.7 7 95 A3024 " Lot 50-1 1172.0 2.0 114 6.4 7 95 IA3025 " Lot 50-1 1172.0 3.0 117 4.9 7 98 L A3026 " Lot 1-1 1170.0 23.0 112 6.0 7 93 A3027 " Lot 2-1 1169.0 22.0 110 6.1 7 91 'A3028 ~ Lot 3-1 1168.0 26.0 109 6.3 7 91 A3029 " Lot 4-1 1165.0 24.0 108 4.6 7 90 A3030 ~ Lot 5-1 1166.0 19.0 ill 3.4 7 92 A3031 " Lot 6-1 1166.0 29.0 110 4.0 7 92 A3032 " Lot 89-1 1161.0 14.0 112 3.8 7 94 A3033 " Lot 90-1 1163.0 5.0 ill 3.8 7 92 A3034 " Lot 91-1 1169.0 5.0 ill 4.0 7 93 'A3035 " Lot 92-1 1166.0 10.0 110 6.9 7 92 A3036 " Lot 93-1 1169.0 22.0 ill 4.2 1 92 A3037R 11-28-90 Retest of A2689 1197.0 3.0 112 2.2 7 93 'A3038R " Retest of A2513 1210.0 16.0 110 3.1 7 92 A3039R " Retest of A2519 1210.0 31.0 109 3.8 7 91 1 I L 1 I L' L� i 1 I 1 1 1 1 TABLE II ` MOISTURE-DENSITY RELATIONSHIP SUMMARY i' L' f' f1 - 1 41 L' �1 I' L' TABLE II MOISTURE-DENSITY RELATIONSHIP TEST SUMMARY" r 1 OPTIMUM MAXIMUM ' MOISTURE DRY SOIL CONTENT DENSITY TYPE SOIL DESCRIPTION (PERCENT) (PCFl 1 SAND (SP), fine to medium grained, trace silt, gray 6.7 136 ( 1• 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 ISM), fine to medium grained, brown 15.1 118 6 SANDY SILT (ML), trace clay, orange-brown 11.0 129 6 SAND (SP), fine to coarse grained, brown 10.8 120 7 SILTY SAND (SM),fine grained, trace clay 12.5 120 ' 8 SILTY SAND ISM), 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 8.8 130 ' 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 ' 16 CLAYEY SAND (SC), 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 14.6 119 f ' 18 CLAYEY SAND (SC),fine to coarse grained, brown 10.8 12S 19 CLAYEY SAND (SC), fine to coarse grained, brown 9.2 127 20 NO TEST ' 21 SILTY SAND (SM) 7.0 133 22 SANDY SILT (ML) 10.0 122 ' 23 GRAVELLY SAND 9.0 125 24 SILTY SAND (SM) 8.5 128 25 GRAVELLY SAND (SP) 9.5 124 26 AGGREGATE BASE 7.6 147 ' 27 SILTY SAND (SM) 8.5 130 28 AGGREGATE BASE 0.9 146 29 SILTY CLAY 17.5 111 1 ASTM D 1667-78 Test Method 1 . 1 REFERENCES • Converse Consultants Inland Empire, "Geotechnical Inve ation, Tentative Tract 24131, Planning Areas 15 and 22, Portion of top eadows, Rancho California, California", Dated December 23, 1988 (CCIE Project No. 88-81-148- 01-D). • 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. 24131, 24131-1, 24131-2 and 24131-3, City of Temecula , Sheets 1 through 10, prepared by Robert Bein, William Frost and .Associates, dated March 7, 1990. • Pacific Soils Engineering, Inc., "Fault Study 1400_:E acre Vail Meadows Project, Rancho California, County of Riverside, California", dated August 17, 1987, Work order 400082F. 88-81-148-03 Convene Conaultarrta Inland Empire 16