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Tract Map 36212 As Built Geology and Rough Grading
Converse Consultants Over 60 Years of Dedication in Geotechnical Engineering and Environmental Sciences AS-BUILT GEOLOGY AND ROUGH GRADING REPORT Tract 24136, 25417 and 25418 Paseo Del Sol Master Planned Communities Temecula, California IIE10"EIVED juiii 18 2009 By 1 Prepared for Newland Communities 27393 Ynez Road, Suite 253 Temecula, CA 92591 Converse Project No. 99-81-1 12-50 January 21 , 2000 10391. Corporate Drive, Redlands, California 92374 Recycled Telephone: (909) 796-0544 ® Facsimile: (909) 796-7675 ® e-mail: ccieconv@aol.com Paper 6--AQ Converse Consultants Over 60 Years of Dedication in Geotechnical Engineering and Environmental Sciences January 21 , 2000 Mr. Dean Meyer, R.C.E. Director of Engineering and Development Newland Communities 27393 Ynez Road, Suite 253 ' Temecula, CA 92591 ' Subject: AS-BUILT GEOLOGY AND ROUGH GRADING REPORT Tract 24136, 25417 and 25418 Paseo Del Sol Master Planned Communities ' Temecula, California Project No. 99-81-112-50 ' Dear Mr. Meyer: Converse Consultants (Converse) has prepared this report to present the results of our geotechnical observations, field density and laboratory testing performed during rough/mass grading of the above-referenced tracts in the city of Temecula, California. These services were performed in accordance with our proposal dated July 20, 1999. The project included rough/mass grading the above-referenced Tracts in accordance with the project grading plans prepared by Robert Bein, William Frost & Associates, the Geotechnical Investigation Report prepared by Converse, Grading ' Recommendation for Proposed Home Depot Site prepared by Geotechnical Professionals Inc., grading requirements of the city of Temecula and the Uniform Building Code, 1997. At the time this report was prepared, Tracts 25417, 24136 and the multi-family P P P portion of Tract 25418 were mass graded to interim grades as shown on Drawing No. 1 (sheets 1 through 7), Field Density Test Locations and As Built Geologic Map, included in this report. Field density tests were performed in accordance with the ASTM Standard D1556- 90 (Sand Cone) and D2922-96 (Nuclear Gauge) test methods to determine the in- place density of compacted fill soils. The approximate test locations are plotted on Drawing No. 1 (sheet 1. through 7), Field Density Test Locations and As . Built Geologic Map. Results of the field density.tests performed during rough/mass grading 10391 Corporate Drive, Redlands, California 92314 R c ci a Telephone: (909) 796-0544 ♦ Facsimile: (909) 796-7675 ♦ e-mail: ccieconv@aol.com Paper 99-817.112-50: January 21,.2000 Page are summarized in Table No. A-1 , ' Summary, of Field ,Density Test Results, in Appendix A, field Density. Testing. Laboratory testing ,performed during rough/mass grading included compaction tests to determine maximum dry. density and optimum moisture relationships,of the soils used as compacted fill in accordance with the ASTm. Standard D1557791 test method. The results of these laboratory tests are summarized in. Table No. .B-1 , Summary of. ' LaboratoryMaximum Dr Density and Optimum- Moisture Content Test Results, .in Y Y Appendix B, Laboratory Testing. Based on the- results of our'field'observation, in-place density and laboratory testing, it is our opinion that. the earthwork associated with the rough/mass grading of the subject Tracts has been completed in.substantial compliance .with the :project plans and specifications. We appreciate this opportunity to be of continued service to the .Newland Communities: if you have any questions,; or need additional, information.;. please ,do not.hesitate to contact us at (909) 796-0544, q. CONVERSE�,CONSULTANT Hashmi':S. E. Quazi, Ph:D:; P. E.: Senior-Vice, President/Princlp"al.Engineer Dist.: 5/Addressee KNK/QSH/bac . CRI _Converse Consultants, ' MENT\OFFICE\JOBFILE\1999\81\99412\99-1 12-50.rgr 99 81 1 12=50 January 21,2000 Page iii PROFESSIONAL CERTIFICATION ' This report has been: re ared b the staff of Converse Consultants (Converse) under prepared Y, the supervision of ..the registered engineers and 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 and engineering , geologic principles and practice in effect in Southern California at this time There is no.other warranty, either expressed or implied. Kugan uganenthira, Ph D: Miichael 0. Cook, C E..G,. 1,716 . Project ineer ' Project Engineering Geologist le ��g�neerin9C . Michael0,. e. :Cook. -CEG 1716 . V o f PaFESSfo,�,� pQ �S.E.- Wiz . mj w NO.,C046651 .. Ph.D, P E. * nc Hashmi S. .E. Quazi,. P. Senior Vice President/Principal En ineer r ce 9 q�oFCA���� Converse Consultants ' CCIENT\0FFICE\J0BFILE\1999\8.1\99-1 12\99-1 12-5o:rgr' 99-8.1-1 12-50 January 21., 2000 Pageiv TABLE OF CONTENTS 1.0 INTRODUCTION. 1 1 2.0 PROJECT DESCRIPTION .............. .......... ... ............1 2. 1 GENERAL....:.............. . ..: ... .... .......... 2.2 SITE CONDITIONS PRIOR TO ROUGH/MASS GRADING........................ ............. ............ ....2 2.2.1 Tract 24136.............. .................. ......... ...: ._ . ............................ . ................ ..:...... ..........:........ .::...2 2.2.2 Tract 25417....................: . • 2 ..............................................................................................:. 2.2.3 Tract 2S418........................................................... ................ .. 2.3 PROPOSED DEVELOPMENT....... .... . ..... .. . ..... .. .... ........ ................ ..... ... .. 2.4 SITE GRADING/EARTHWORK REQUIREMENTS/RECOMMENDATIONS............:.......................................................4 3.0 PROJECT TEAM'................................................................................. .... ... .... ... .6 4:0 SCOPE OF.WORK ................... 6 4. 1 FIELD'OBSERVATIONAND IN PLACEDENSITY TESTING ••• 4..2 LABORATORY TESTING: ...... ...... ................. . . ..:: ..... ..., .................. _ . ; ............. .......7 4.3 DATA EVALUATION A'ND REPORT PREPARATION .... ......... 5.0 GEOLOGIC CONDITIONS_ ........ ...... .... . . .. ..... .... 7 5. 1 GENERAL .......... ..................... - ......, .._............................ ..::.........:.......................: ...... 7 5.2.'PRE=.GRADING GEOLOGIC CONDITIONS ....... .. ......m .................... ........ ............ .... ...... .. 8 ' 5.3 GEOLOGIC CONDITIONS OBSERVED DURING GRADING. 8 5.3.1. South of Campanula Way:........ .. ...... ... .... ........ .... .. 8 5.3.2 North of Campanula YYay'`:.. ......... ....: ............... ...,. ......... ......... ..:. .. ...8 5.4-GROUNDWATER CONDITIONS..: 5.4..2 North of Campanula Way..:. :. ... . ...... ...:.. 9 5.5 FA'ULTING AND SE/SM/C/TY.,::.:.s : . ...... , ... ..... .............. 10 ,5:5:1.General.::..............:::. .. 10. ... ... . ;....... ..... .......: .. ....: ... 1 6.0 GRADING AND EARTHWORK..................:.. .. . ..........................................: ................. .. .. .1 6. 1 GENERAL ...............: . ...... .......... .............................,........................... .. .... . .. ..1 7•.0 FIELD DENSITY AND LABORATORY TEST RESULTS.....,.: :,_ . ......12 7. 1 FIELD DENSITY TEST RESULTS.............. .......:.:..:... `.................,...:......:..::.....:..................... . ..................-12 .1 7.2 LABORATORY TEST RESULTS..::............ .......:....................... 8.0 CONCLUSIONS........................................ ........................................13. 9.0 FURTHER TRACT DEVELOPMENT CONSIDERATIONS ..... .... .....14 1 10:0 LIMITATIONS......:.:..... . . .... .15 ' REFERENCES......... ..................................................... ... 17 Converse Consultants CLIENT\OFFICE\JOBFlLE\l 999\8'1\99-1 1`2\99-1 12-50.rgr 99 81 112750_ January 21, 2000 1 Page ILLUSTRATIONS ' Following Page No ' . Figure No. 1 , Site.Location M.ap ... ... 1 Drawing No. 1 , Field Density Test Locations.and As Built Geologic Map 1 (Sheets 1 .through 7).: ... Map Pockets Appendix A..... .... ..... ........ Field Density Testing A endix B... Laboratory. Testing pp ... ... 1 1 1 1 1 1 1 1 Converse Consultants CCIENT\OFFICE\JOBFILE\1.999\81\99-112\99-112-50.rgr 99-81-1 12-50 January 21, 2000 ' Page 1 T.0 INTRODUCTION ' This report contains the results .of geotechnical field observations, in-place density and laboratory testing. performed du[ing rough/mass grading the Tracts 25417., 25418 and 24136 of the Paseo Del Sol Master Planned Community in the city of-Temecula, California. Earthwork associated with the rough/mass grading was performed .by TNT Grading Inc.; Temecula, California between August 1999 and December,1999. Rough/mass grading was performed in accordance -with the requirements and recommendations set forth in the Pj ro rough/mass grading plans prepared by the Robert Bein, William frost.&, Associates,, _project 1 Temecula, California, grading requirements of the city of Temecula, Appendix Chapter 33 of the Uniform"Building Code (UBC, 1997) and the following .project geotechnical investigation reports. Geotechnical - Investigation Report, Tracts. 24136, 24187, 24188,. 25417 and: 25418, Paseo Del -Sol Master. Planned Community, City of Temecula; California, dated May 6, 1.999., prepared by.`Converse for.Newland Associates, Converse.Project No. 99-8:1-1 12-01 . ' Grading recommendations, Proposed Home Depot Site; Plaza Del_ Sol, Temecula, California; dated August 19, 1999, prepared by, Geotechnical Professionals Inc.(GPI) for Grant General Contractors, J:.V. GPI Project No: 1593.1 This report was prepared for the project. described .herein and was•intended for the, sole.use ' of Newland Comniunities :'and its authorized agent(s):. It may ,,,not contain ;sufficient information for use by others and/or for any,other purposes. 2.0 PROJECT DESCRIPTION; 2. 1 Genera/ The project site is located in the city.of'Temecula, California,, as hown in Figure No. 1; Site Location Map. The proposed commercial and residential developments encompass the r Planned- Communit `. .:Once developed, Tract western portion.. .of Paseo Del Sol Maste y R , 25418 will comprise a commercial site and multi.-family site and Tracts 25417 and 24136 will be comprised of- residential developments: An area of approximately 160 acres was rough/mass graded: .The scope of this report ,is limited to these rough/mass graded Tracts herein referred`to as the "project site Converse Consultants CCIENT\OFFICEQOBFILE\1'999\81\99-112\99-112 50:rgr r , I RANGN� ROAD . OAD V) 1 n PAUBAk. . o�• v A RAM CAS Y w on MoE a �. - SANS Fw : ROAD o. o co Li o o ONE" O� PIO PICO. tiq �qr <q READ _ HWY. 79 TO SAN DIEGO. PROJECT SITE T l 1. Tr) ' Reference:. Robert Bein, William Frosty&Associates Drawing No..1 (Sheet 1 of 12) Tract,N6. 24136 Borrow Site Grading, Tract.Nd. 25411/25418 Disposal Site City of Temecula NOT TO,SCALE SITE LOCATION MAP PASEO DEL SOL MASTER PLANNED COMMUNITY'' Project No. CITY OF TEMECULA CALIFORNIA 99.81.1 1 2-50 For: NEWLAND COMMUNITIES ' . Figure.No. ' Converse Consultants 1 ' 99-81-1 12-50 . January 2-1, 2000 Page 2 The project site is bounded on the north by Pico Road, Leena` Way and :Mon'telegro Street, east by Meadows Parkway., south by Highway 79 and west by a Lucky's Supermarket Center, residential homes and a school site. ' 2.2 Site.Conditions P for to_Rough/Mass Grading The site includes Tracts No. 24136, 25417 and 25418. The following is a description of ' the existing site conditions by Tract number. 2.2.T Tract 24'1*36 Tract 241'36 is bounded by:Pio' Pico Road, Leena Way. and Montelegro Street on the north, east by Meadows Parkway, De Portola Road on the south and west .by residential homes. and the Joan F. Sparkman ;Elementary School. T'opographic:ally the Tract consists of an east-west ridgeline with and an.'approximate.,highest elevation of,1245 feet ;above mean sea :level ,(MSL). The surface- descends to an approximate elevation of 1070 feet MSL in the southwest corner. Sever h n r al incised drainage channels were present along the southern flank of the ridge.. The o th side of, the ridge adjacent to Leena Way was previously. graded as cut slope. The northwest portion of the Tract adjacent to Pico Road,' Montelegro Street and part of: .Leena W.ay was • previously graded as, a fill pad for residential de velopment. .Numerous end-dump piles.of .soil• and :construction. debris were present across the.,:fill`,pad. A desilting basin was present •ir the western portion of the;fill area next to Pio Pico Road. Several areas across the -top and south.side of the ridge have° .. been, partially' graded. as borrow sites: As a result ofi-the borrow site grading, an area of, undocumented fill/tailings was d'evelo.ped along the south side of the Tract near be Portola ' Road. A natural•,drainage along the east side of Tract 24136 has been `partially graded as part of the construction`of Meadows .Parkway. 2:2:2 Tract 2541:7. ' Tract 25417 is ,an irregular parcel bounded by De Portol., Road: on the north, Meadows Parkway on the east,: proposed Campanula :Road On. the.,south.and. an existing .park site on ' the northwest corner.. Topographically the site descends in elevation from approximately 1 ,140 feet above MSL near De.• Portola Road and. Meadows Parkway, to approximately 1 ,065 feet MSL in the southwest corner. r Converse Consultants CLIENT\OFFICE\JOBFILE\1999\81\99-112\99-112-5o Mgr t99-81-1 12-50 January.21,_2000.°. Page 3 2.2.3 Tract 25418 Tract _25418 is situated within •th.e Pauba. Valley, which is -drained by the southwest- trending :Temecula Creek. Proposed Tract..developments include a commercial .site and, a multi-family site: The site is a roughly L shaped. 28 acre parcel- with approximately 20.7 acres proposed for the commercial site and 7.3 acres for the thulti-family site. The ' commercial site is located adjacent to Highway 79.8nd the-multi-family site is north of the Lucky's Supermarket Center. Proposed Campanula. Road is the°northern boundary of the . Tract. The site is relatively flat to gently sloping . toward• the west/southwest. Two (2) existing approximately 4 foot deep catch basins were located. adjacent' to. the Lucky's Supermarket Center. Several piles of end-dumped soil::and construction debris are located in the.multi-family site. 2.3 Proposed Development ' r of a master tanned residential .The' :project, site Is proposed to be developed as. a pat p community comprising both single-family and multi-family residences, commercial developments, streets with curbs and gutters, sidewalks,.-walkways and associated above ground and underground utilities including storm drains, sewer, water,. gas and electrical lines. The project also includes cut slopes, fill slopes; retaining walls and block_walls. The residences are likely to be constructed of wood-frame`structures :with 'concrete slabs-on- grade and concrete footing-foundations. ' Commercial structures are expected to consist of single-story concrete tilt up or masonry structures, with' steel and/or wood-frame roof systems. All of the structures ar& assumed` to have concrete; slabs'on-grade with no basements., Bearing wall loads, are expected to range from 2 kips per foot for residential structures to possibly 4.,to 5 kips .per foot for commercial .struct ores: Commercial column loads are :not expected to:exceed 75 kips: No structural .plans for any of the proposed developments were< available at the time .of.the preparation of this report. ' Based on the mass•grading/disposal site plan, .both cut and fill slopes are not expected to be graded steeper than 2:1. (horizontal vertical),.. The maximum thickness of fill. within.the.site ' is less than 25 feet. Maxirhum cuts of several`hills within. Tract 241•36 were on the order of 56 feet;. • Tract No. 24136 Borrow Site Mass Grading _Tract No. 25417125418 Disposal Site' .. . Sheets 1 through 3 a''d Sheets 4A through 7A of-12,: dated September,l 2, 1999 Converse Consultants CLIENT\OFFICE\JOBFILE\1999\81\99-112\99-11'2 50.rgr 99-81-1 1'2-50 ' January 21, 2000 Page 4 . Information on. :anticipated subsurface conditions and recommendations for tract development Including earthwork were provided by Converse in " the Geotechnical. Investigation Report, dated May 61 199.9, referenced in Section..1 ..0, lntro'duction... 2.4: Site. Grading/Earth.work Requirements/Recommendations ' Site grading was performed in accordance with the site development requirements set forth in the above-referenced rough/mass grading..plans. Based on the rough/mass grading plans and the existing ground. surface elevations, site grading involved cut within Tract 24136 and fill within Tracts 25417 and 25415. The project. Geotechnical Investigation Report, dated May 6, 1999, referenced in 'Section 1 .0, Introduction; contains detailed.tract development, including: site specific grading and earthwork recommendations. The general recommendations from that report are summarized as follows: 0 Surface- trash; vegetation and other organic .materials should be removed-from the. grading area Organic matter resulting from the clearing. and ..grubbing should be . ' hauled off site. • Undocumented ;fill existing' within the -project site:shall be :removed.and replaced as compacted fills: Based on observation during grading, it may be;necessary-to, remove loose alluvium or colluvium from underneath the undocumented fills. •. Unsuitable topsoil'. colluvium. and alluvial soils. shall. be removed' from site. prior to placing any structural fills. Actual depth of removal shall be based` on actual soil conditions directed .by`re*presentatives :of geotechnical` consultant during grading Based on the . recommendations provided. by GPI Geotechnical Professional,, Inc Home De ot's Geotechnical .Consultants), at least the upper ten (10}:feet of soils ( P below the Home Depot building, area shall be removed and replaced as compacted backfill..Beyond the'Home Depot building area, the upper five (5): feet of .the surf icial. .soils shall be removed and replaced as compacted fill. , . To reduce the..potential of structural distress due to soil liquefaction,, areas identified as susceptible to liquefaction should bel graded such that there. is a. corn pac ted:fill layer at .least ten. (1.0) feet thick below finish: subgrade: Proposed ::fills shall be placed on competent subgrade soils as.: determined by representatives. from Converse: A representative from Converse shall 'observe the bottoms of the excavated areas prior to the placement of`any fill.. Converse Consultants ' CCIENT\OFFICE\JOBFILE\1999\81\99-1.12\99-112-50.rgr 99-817112 50 January21, 2000 ,.. Page 5 Subsequent to the removal of unsuitable materials, subgrade. soil surfaces that will ' receive compacted- fills shall be scarified to a depth of at least six inches: The scarified soils`shall be moisture-conditioned within three .percent of optimum and compacted to a relative compaction of at least 90,percent'as per ASTM Standard D1557-91 . • Soils removed during excavation procedures may. be utilized as compacted fills, provided they have been stripped of organic. and other.deleterious matter. : ' • Fills shall be placed. in suitable lifts, with lift thickness modified as necessary to achieve adequate compaction. Fills should be compacted mechanically throughout to the specified density at moisture content within three percent of'optimu n. 1 All fills, if not specified to . be at 95 percent, shall be compacted to a relative compaction of at least. 90 percent as per ASTM Standard. D155"911 . • Fills shall be benched into unyielding sedimentary, bedrock or native soil on slopes steeper than 4:1 (H:V). •.: In-place: density of the compacted fill. soils shall be measured in accordance with:the ASTM Standard 'DI 556=90 test method and/or ASTM Standard D2922-96. If'a field ' density test shows. less than the required minimum relative compaction .additional nsrty q p compaction efforts shall-be applied to the fill volume .represented by the failing-test until a subsequent field density test shows passing results. Converse shall observe the placement of fill and conduct'in=place density:tests `on the ' compacted fill to check. for adequate moisture content and. compaction. Where Less than the specified compaction. is indicated, additional compactioni efforts shall be applied and the soils ,moisture-conditioned as necessary until specified:compaction .is . . ' achieved. • Cut slopes should not be steeper than 2:1 (H:V). Geologic observation of all cut slopes should be conducted during .,grading to observe if an adverse) oriented P 9 _9 9 Y Y planes of weakness are present. • Fill <slopes should be constructed no. steeper...than 2:1. .(H:V). Fill slopes should•be , properly compacted out, to slope face. This may 'be 'achieved by either overbuilding. and cutting back to the compacted core, or by utilizing other methods that meet the intent of"the project specifications:. Converse Consultants ' CCIENT\OFFICE\JOBFILE\1'999\81\99-112\99-112=50.rgr, 99-81-1 12-50 . . January 21,.2000 Page 6 3.0 PROJECT TEAM The project team during rough/mass grading consisted of the following: Owner/Developer ......................:.................:............. Newland Communities, California Director of Engineering and Development.. ..................... ....... Dean Meyer; R.C:E. Project Manager.. ......... ............... ..:Jim: Stewart Project Superintendent ....................................... . ............... ...... Dennis Smith Project Civil Engineer..... Robert Bein-, William Frost & Associates, Temecula, CA Project Surveyor ............. ......Robert Bein, William Frost & Associates.., Temecula, CA .Project Geotechnicat Consultant ..:. .......:.. Converse Consultants, .Redlands, California. ' , Principal-In-Charge ........ : .............. 2i, ..... .......... ..Hashmi S. E Qua Ph.D P'. E. ' Project Engineer/Manage Kugan N. Kuganenthira;, Ph.D. Project Engineering Geologist Michael O. Cook, C.E.G. Field Geologist.. .. ..... . ..... .. .. . ...... ....... Chris Koep'ke, R.G. Lead 'Field Technician .......... ' ,..:............ Thomas K`: Frost ..........:.TNT.. Grading.Inc..San Marcos .California Grading Contractor ..:.......:.:.:....... _ Grading.Superintendent ............. .. ,. ...:. Barry Blanchard' 40 SCOPE.OF WORK Our scope of` work for the above-referenced, project included'. full4ime observation of :grading,. field density and laboratory testing to verify •earthwork compliance .,with project plans and specifications. 4. 1 Field Observation and/n p/ace Density Testing full-time observation of grading and, field*, density testing of compacted fill soils: was -. Performed by Converse soil technicians working .under the supervision of. the project engineer. and.the geologist: .Converse geologists performed geologic mapping and full-time observation of the canyon` clean-;outs'-and grading associated with cut and ;fill slopes. Our ' scope of work also included' providing necessary.geotechnical consultation. services during. rough/mass grading. Converse Consultants CCIENT\OFFICE\JOBFILE\1999\81\99-1 12\99-1 12-50.rgr 99-81-1 12-50 January.21`, 2,000 Page 7 4.2 Laboratory Testing Our scope of work during rough mass. grading included laboratory compaction tests to evaluate the dry, density and moisture content relationships .of the fill soils. The .results of: these laboratory . tests were utilized in the evaluation of the in place .."density of the corripacted fills. g y including sieve analysis, direct shear consolidation expansion , Additional laboratory tests index, and R-value tests, will be performed on representative.samples of building. pad and street subgrade soils retrieved at the completion of rough grading. Separate report pertaining i to the individual tracts will be submitted. 4.3 .Da to Eva/nation:and Report Preparation Data obtained during field density.testing was examined by. the lead field technician and the 1 project engineers for the purpose of quality assurance/control, The xesults of laboratory tests were analyzed and' evaluated for, relevant engineering parameters. This report was prepared to summarize field observations, results of.`geologic mapping, field density, and laboratory testing. Results. of additional laboratory testing;. data.,an'alysls/interpretation, geotechnical design 1 . parameters and construction recommendation for building foundations, slabs-on-grade, retaining walls, street 'pavements- and associated-•facilities will, be provided :in the tract specific:design, and construction recommendation reports: 5.0 ` GEOLOGIC. CONDITIONS 5.1 Genera/ . A` general description of the site, .geologic. con_ d tions prior to, and following; rough/mass grading is presented-. in this section. "Based on geology, geomorphology; .topography, '. grading conditions and. Tract boundaries, the..project area is subdivided :into the following two.sub-areas for the purpose of this:discussion: South of Cathpanu/a Way This:portion of the site comprising Tracts 25418 is bounded. on the south by the, State Highway 79; 'on the west 'by existing shoppl;ng' complex; .on the north by Campanula.Way and:on the east. by Meadows. Parkway. North of Campanula Way: This portion of the .site comprising Tracts 254-17 and :24136. is bounded on the south by Campanula..Way, on the east by Meadows Parkway; :on the north ildin by part of Leena Way. and part of: previous y graded bu g pads and .west.b Y :Joan F. Sparkman Elementary School; Converse Consultants . CCIENT\0'FFICE\J0BFILE\1999\81\99 .112\99-112 50:rgr ' 99-8.1 1 12=50 January 21, 2000 p. Page 8 5.2 Pre-Grading-Geologic Conditions ' f undeveloped open land South of.. Campanu/a Way: Pre-grading site conditions consisted o undeve p p , several dirt roads, and some remnant features associated with previous farming activities. The.southern portion of this area is located within the. Pauba Valley. ;The,valley =area was characterized by a flat alluvial plain with' .an average ground surface elevation of approximately 1 ;065 feet MSL arid:a gentle. gradient towards the west. The subsurface. profile within" the alluvial plain consisted of Holocene age to .recent sandy alluvium overlying, Quaternary age Pauba Formation.Sandstone: anu/a Wa : .The area north. of Campanula Way consisted of: undeveloped. North of Camp v p Y rolling hills and small can several dirt roads, and graded cut slo.pes.associated. with the construction of De Portola Road and Meadows 'Parkway. Elevation of the existing.ground .surface :ranged. from ;approximately . 1�i065 -feet at the, southwestern corner. of "the site to approximately 1 ,245 feet iw the ,east west ridgeline. The existing. canyons were. generally . � . flat;:floored with gentle to:moderately sloped side walls and localized areas with steep side walls. The canyons drained.frorn-north.to south toward's'the Pauba Valley: . 5.3 Geo% is Conditions Observed During Grading 9 53.1 South of Campanula Way Fill soils were present as part. of Meadows Parkway roadway embankment, a locally some end dump stockpile soils:associated with prior activity. A//uvium- Alluvial soils.within the. Pauba .Valley area'consi8 ed of 'gray brown to brown, flee- grained silty sand. overlying .light, gray micaceous:fine to. medium-grained sand interbedded with occasional thin dark gray'_to black clayey/sandy-'silt layers. , In general,' the: overlying fine-grained silty sand was over=excavated'to the underlying light, gray sand 5:3.2 North:'of Campanula .Way. Top Soi//Co//uvium Top soil/colluvium .mantled all.hills and canyon areas throughout the site. These'soils were generally:highly porous, comprised of silty sand and clayey sand and varied in thickness.from,about.One.(1').joot to 13 feet.. �- Fills (Documented%Undocumented): Fill soils were present as :canyon-fill, placed' during previous grading of -Meadows 'Parkway,. fill from grading of: ..several dirt roads, fill embankments from roadway cbnstructio.n of De Portola Road and Meadows:.Parkway Fill soils adjJacent to Pio Pico & Leena Way`were.placed in'1988. Undocumented fill soils placed_ as a results Of prior" borrow.site'-grading. were ,present north of .intersection of De Portola Converse Consultants., CLIENT\OFFICE\JOBFILE\1999\8.1\99-"1.12\99 11,2 50.tgr.. 99-81-112-50 . January 21, 2000.. ' Page 9 Road `and Meadows Parkway.`Additional borrow site soil was present in.the northern portion tof Tract 2431:6. These fill soils consisted :of mainly sand: and silty `sand, .and Varied in thickness from about 5 to 30 feet. Alluvium:. Recent_ to older alluvial soils were present within the tributary canyons which traverse Tract 24316. The recent alluvial` soils consisted predominantly of poorly graded, coarse_grained sand in the center of main canyons to dark brown, fine to coarse-grained silty to clayey sand along the sides 'of the canyons. These alluvial soils 'were.porous to highly porous with abundant root casts and generally very dry at the surface and moist below a depth: of approximately five (5) feet.. Older alluvium generally consisted of:massive brown' to. red-brown :fine to coarse-grained sand. These older alluvial soils were moist and free ,of. ,f. visible porous root casts. 1 . Bedrock:`Pauba Formation. bedrock consisted of poorly interbedded to massive, moderately to well consolidated; fine to coarse-grained sandstone' and occasional inter-bedded.siltstone. The sandstone is,alluvial channel-type deposits with lenses of gravelly'sandstone, siltstone and.silty claystone . The'.sandstone and siltstone is:moderately to well.cemented, 1 5.4 Groundwater Cohditions' 5.4.1' South of Campanula Way Prior .to grading groundwater was encountered in exploratory: borings drilled' within .the Pauba Valley area and'north of. Highway 79. The shallowest.,groundwater,depth measured in borings varied from 1-7.0 feet below ground surface (bgs) in 1996.to 19.5.feet in 1999. Earlier. re orts by Waring (1919). and, Kennedy (1977) indicate the- area had artesian: P. 9 Y .. conditions and.:near.surf ace- groundwater, respectively.. Perched groundwater was encountered during alluvial removals south of' Campanula Way in ., the Home Depot site. 5.4.2 North of Campanula Way Groundwater was not encountered in exploratory borings, or observed. as surface springs during. previous.investigations of the site' by Converse. I No groundwater was observed in Y completed any of the can .on.removals: in the areas north of Campanula Way, during,grading. Converse Consultants CCIENT\0FFICE\J0BFILE\1999\81.\99-1.12\99=112-50.rgr 9941-1 12-50 January 21, 2000 Page 10 5.5 Faulting and Seismicity 5.5.1 General I II re ion: Detailed. discus �. The site is located in a seism'ca y active g sign on. site .specific .':faulting, seismicity, and liquefaction potential was presented in the Geotechnical Investigation Report, dated .May 6, 1999, referenced in Section 1 .0, Introduction. The Alquist-Priolo Earthquake Fault Zoning Act of California defines an active and ,a . Potentially active fault as follows: an active fault- is a fault. which has :had surface displacement within Holocene time (about the. last 11 ,000 years) and a .potentially active fault is a fault which showed evidence of,surface displacement during Quaternary time (the Fast 1 .6 million years) A brief discussion on faulting. including field observations made during ' grading : and . y p seism is resented"beowl 5:5.2 Regional Faulting The:.project.site is not-located within a-currently designated .State of. California Earthquake Fault. Zone.. No known active. faults projects toward or through the site. The nearest known active fault zone capable of generating significant ground motion at the site is •the: . Wildomar.. Segment of the. Elsinore Fault .Tone; which is.'located approximately. .one mile southwest of the site: 5.5.3. Site Faulting Evidence-of active or potentially active.faulting was not observed during,grading of the site. Bedrock faulting with significant offset or deformation was not observed within.any of .the graded areas. 5.5.4 Seismicity Based on a deterministic seismic hazard analysis, the project site may experience a-peak . ground acceleration of about.0.;65g•, where g is the acceleration due'to:gravity,.in the event of an earthquake of'moment.magnitude 6.8 on'the nearby Temecula (Elsinore) Fault Zone. . i Converse Consultants; CLIENT\OFFICE\JOBFILE\1999\8"1\99-J.12\99'112 5bjgr 99-81 12 1 50 -January 21, 2000. Page 1 1 p. 6.0 GRADING-.AND EARTHWORK 6. 1 General` with rou h ma r in was performed l . Earthwork associated g /_,, ss .g,ad g p formed by TNT_ Gradrng :lnc. Ste grading commenced in' August, 1999 and was completed` in December .1999. Earthwork equipment included dozers, excavators, loaders,.rubber the compactors, scapers, blades, water trucks and water pulls: ' Prior to grading the area north of Campanula Way, the .ground surface:was grubbed of g removed ;and disposed from the site.: 'Surficial vegetation' and all deleterious debris was colluvial and alluvial` soils were .removed to competent older ;alluvium or Pauba Formation bedrock. Canyon areas, with: loose; unsuitable alluvium/coIluvium soils involved removal on the order of 'three (3) .to 15-feet. Subgrade soils were scarified,' moisture conditioned to near optimum moisture' and compacted ,to'a minimum'of 90 percent relative. compaction as per ASTIVI Standard D1557-91 prior.to placement of compacted.fill soils: 1 Prior to grading within the Pauba Valley adjacent to Highway 79, the ground "surface was grubbed of vegetation and moisture conditioned: The surficial alluvial soils were then over excavated to expose fine toy medium-grained sandy alluvium. Surficial.colluvial andt alluvial soils adjacent,to Campanula.'Way were removed fo competent older alluvium. Subgrade ; soils were scarified, moisture conditioned to near optimum moisture and compacted to a' rninirnum of 90 percent relative compaction as per.ASTM.Standard Method D1557-91 Excavated,!site:soils were placed`as compacted fills: Fills were placed .in loose; six to eight inch thick lifts, mixed and moisture. conditioned, if` necessary:, to near .optimum moisture The loose fill lifts were then compacted to .a relative compaction. of at.least 90 percent as indicated by: random in-plaQe' density.testing. The field -density tests, were-.performed. in accordance with either the*.ASTM Standard .D1.556-90 Method or ASTM Standard.D2922- 96 Method. If the results of afield density test indicated failing results the representative fill volume was reworked :and re-compacted. by:the contractor until a subsequent field density.test indicated passing .results. Where :fills were placed against existing slopes steeper than 5,1 (H:V), the new:fill slopes were keyed and benched to provide' increased lateral support and.remove the ` surf icial.unsuitable:.soils when present . :Fill slopes were overbuilt three (3) to four (4); feet and compacted as they.were filled horizontally. The overfilled slope face .was then tract rolled prior to trimming back to finish grade.. , p 9 . Cut slopes exposed sandstone of the Pauba Formation. The sandstone ,is generally moderately cemented. Cut slopes were:constructed at a gradient of at. Feast 2:1 (H:V),. G� Converse Consultants CCIENT\OFFICE\JOBFILE\1999\81\99-112\99 1 12-50.rgr - 99-81-1 12-50 January 21, 2000 .. Page 12 Tracts. 25417, -24:136 and the western (multi-family) portion of Tract 25418 were mass'' Igraded to an interim grade as shown in Drawing No.. 1 , Field Density Test Locations and As Built Geologic MaP; included in this report. The commercial areas at Tract 25418 have been graded to rough grade elevations as shown in Drawing 1 , Field -Density Test Locations and As Built Geologic Map. 7.0 FIELD DENSITY;AND LABORATORY TEST RESULTS 7. 1 Field Density Test Results The earthwork. associated with the rough/mass grading was observed from a- geotechnical point of view and in-place density of the compacted soil was tested by Converse on a foil- time. basis. At the end of each working day, each soil technician prepared .a`,.Daily Field Report of Grading Observation,documenting the geote.chnical observations made during the day.': .A copy of the daily field-report was submitted to the client's representative. Nuclear Gauge (AS.TM: Standard D2922-96) and/or Sand Cone (ASTIVI Standard D1556-9OJ lest method's were utilized to evaluate the in-place density of compacted fills at random 1 locations. The results of the field dens-it tests erformed Burin rough/mass Y P 9grading are. summarized in Table No A-1 ..Summary.of Field Density Test Results, .in Appendix. A, Field Density Testing. The approximate locations of the field density tests are plotted ih 'Drawing No. 1, Field Density Test Locations and As. Built Geologic.Map: 'The relative compaction for each field density test. reported in Table No.. A 1;.Summary of Field Density Test.Results, is obtained by dividing the measured in=place dry density,by the maximum .'laboratory dry density of,.the same "soil :type" presented in Table No. B-1 , . Summary of.Laboratory. Maximum. Dry ,Density and O,oti'mum Moisture Content Tests, in Appendix B, Laboratory, Testing. The required-minimum relative, compaction_for. each test.is . . also shown, in the "Required-Relative Compaction" ih Table No: A-1 , Summary of Field, Density Test Results. 7.2 Laboratory Test Results: Representative bulk samples of the fill:.soils were retrieved: during rough/mass grading and tested in the`laboratory. to determine their, laboratory maximum dry densities and:optimum Moisture 'contents. These tests: were performed in accordance with the ASTM .Standard D1557-91 -test method. Results -of these tests are summarized In Table B-1.,.'Surnmary'of LaboratoryMaximum Dr Densit acid Opiimum Mor"sture Content Tests. Y Y. Results- of additional-. laboratory testing will be. presented In the tract specific design and construction recommendation reports.. Converse Consultants CC.IENT\OFFICE\JOBFICE\1999\81199=1 J 2\99-1 12750.rgr 1 99=81-1 12-50 . . January - Hoary 21, 2000 .. Page .1 3 8.0 CONCLUSIONS Based o.n our field observation, in-place density and laboratory testing,. and data analysis and interpretation, it is our opinion that earthwork .associated with the ro.ugh/mass grading of the subject tracts were completed in substantial compliance with the project plans and specifications. Excavated site soils were placed as compacted fills. The fills soils were,composed;of primarily silty.sand, clayey sand, sand and sandy or clayey silt. • The Laboratory maximum dry density and optimum moisture content of the fill soils ranged from 103.0 pound per cubic-foot-(pcf) to 132.5 pcf.and eight (8.0) percent to 19.0,percent, .respectively. • Tracts 25417, .,24136 and the. `western (multi-family) portion :of :the Tract 254.18 have been graded to :interim elevations. Future grading involving minor.amounts of cut and. fill to "the finish grade will be observed. and tested.: Separate compaction reports will be,prepared for each tract after.the completion,of finish grade. • Building pads located in the commercial. areas of Tract 25-418.'are rough. graded to final elevations. Street' .grades within.. the commercial areas were graded at approximate. rough grade,elevations. • Fill slopes have been graded at 2:1 (H:V) or flattery and are considered to be grossly p stable under static as well as anticipated seismic loading conditions.: • Cut slopes were graded at 2:1, (H:V) or.flatter and are anticipated to be grossly-stab e against static. as well as anticipated dynamic loading, since the bedrock materials are generally massive in nature and no continuous adverse geologic structures ..,are .. present. .'-Some surficial'erosion. may occur prior to the establishment of vegetation, particularly where there are sands with little or-no cohesion. • Groundwater was not encountered in the 'northern part,,of Campanula Way. Water was encountered at:. one location below,the,.Home Deport Building footprint area at approximately 18 feet' below ground surface. • Evidence of active or "potentially active .faulting was .not observed during grading of the site. • Single and multi=family residential".structures and tilt up commercial'struetures may be supported on continuous and/or isolated spread:footings. Converse Consultants CLIENT\OFFICE\JOBFILE\1999\81\99-112\997112-50.rgr 99;81-1 12-50 January 21, 20,00 Page 14 1 -- 9.0 FURTHER TRACT DEVELOPMENT CONSIDERATIONS Tract 2541'7, 24136 and western (multi-family portion of the Tract 25418 were mass graded to interim grade. At the time of this, report preparation, a rough grading plan for this area was not available. During the mass grading of Tract '24136, the removal of .alluvial/unsuitable .material was completed. only to the line identified as. "alluvial removal area" 'on the .rough/mass grading plans dated September 1.2, 1999. Any proposed earthwork• in the area of Tract 24136 will depth of unsuitable materla s remaining In these• areas .ran es from a zed cut=fill IirYe: The generally require additional overexcavation from this line to actual, finalized ' P 9 g pproximately 2 to 6 feet. Earthwork associated.,with additional grading of these tracts should • ' 9 be performed and 9 p er-the_ is observation and .testing by Converse. Rough grading of -Tracts 25417 and `24136- will involve placement of additional,amounts-of compacted fills to reach proposed grade: .Tract, specific design and,.consteuction recommendation reports, will, be ptepared at th'e completion . of rough,grading 1 Building pad areas within the commercial site comprising Tracts 25418'were rough graded to final.pad elevations: Representative samples of.native and fill soils from the.'cut and fill lot were retrieved.for additional'laboratory testing. Laboratory testing included classification, direct shear, consolidation, expansion potential', pH, chloride, sulfate, minimum resistivity, and,. R-value tests. The purpose of the laboratory: testing was. to. determine relevant engineering parameters of the native and #Ill soils within each tract. Results of.the laboratory. tests and detailed design andr construction recommendation for various facilities inc;uding; footing foundations, slabs on=grade, retaining walls, in-tract- street:. subgrade, .pavements, concrete sidewalks, walkways, curb and: utter will be resented .i 9 p n specific design and construction:recommendation,report:'. t Buildings clears . g 'clearance from ascending Slopes, footing set back from descending slopes; .pool . setback , and foundation. 'elevations should meet. the requirements. of Section . 1806..4, . Footings on orAdjacent to Slopes; of the UB.0 (1.997). Adequate positive drainage should be provided away from structures and.toe of slopes 'to prevent onding and to reduce per of p P water Into subgrade,soils. .Drainage .:away from building pads, should meet.the requirements.of'Section 331.5,. Drainage' and Terracing; of the UBG 1'997). Planters and 'landscaped areas adjacent to the building perimeters; if any, should be: designed to minimize water ondin Y 9 p g. and percolation into the, s.ubecade.lolls. Planters adjacent to foundations should have a drainage system to conduct water to..a collection point for disposal. . Converse Consultants ' CLIENT\OFFICE\JQBFILE\1999181\99 1 12\99-1'12-50.rgr. 99 87 112750 January. 21, 2000 : Page 15 — Slopes should be provided with adequate erosion control measures as soon as :possible:' Erosion'. control may include, planting the slopes :with appropriate drought-resistant: vegetation.°as recommended:by a landscaped architect.. Lands,caPing should disturb the soils as little as possible. Care should 'be <ercised.to prevent .loose fills.,from being placed on slopes during construction and landscaping. "Slopes should not be over i"rri,gated, as this.. can soften the near surface soil. resulting in surficial slope failures. Rodents burrowing; small'-. .concentration of uncontrolled surface/subsurface water, or localized depression of utility trench backfill on slopes should be controlled and/or "repaired as soon as possible. IVlost hillside residential lot problems are associated with water. Homeowners shouli be aware that alterih g. drainage patterns, landscaping. and the addition of: patios,_ planters;.and other improvements, broken pipe, as well, as irrigation arid- variations in seasonal rainfall all . affects., .moisture Conditions of the' sUbgrade soils. ' Excessive landscape.,irrigation may significantly increase the subgrade".soil 'moisture conditions resulting in localized ponding,and saturation of the subsurface:soils. Percolating water may even flow from upper-grade lots to.',adjacent lower-grade lots : Excessive soil 'moisture affects `.performance .of building and other structures, slopes, pavements as well' as. landscaping. Homeowners should consult a p r ofessionbl,jandscapet architect for plaiting and irrigation recommendations . Local drainage , dolle6tion2 and ..trans ortin devices such .ma be as: subdrains y required if waterlogging: transporting 9 Y re q . conditions develop in the future Modifications to the graded- pad: areas should not be attempted without `the approval of a qualified soils'engineer and/or 9eologist.. 10.0 LIMITATIONS The. findings, conclusions, recommendations .and opinions .contained m 'this report were prepared in accordance with generally, accepted' professional engineering and engineering. geologic principles,and practice in effect"at.this time in Southern California. Our conclusions and recommendations are based on field observation, field and laboratory testing performed in., accordance . with applicable industry standards; .data analysis/interpretation'' and our experience. We make no other warranty, either.expressed or implied." Our field density testing to evaluate fill compaction was performed' at random and' d'isurete locations; and at various time: intervals. during the fill placement operations. Our test results are considered , to be -representative of the locations and material tested. within. the compacted fill.. Some variations, in the.densities and moisture of.-the compacted fills at other , locations should; be-expected: � Q9 •Converse Consultants CCIENT\OFFICE\JOBFILE\1999\81\99-112\99-1-12-50.rgr 99-8.171 12-50. January 21, 2000. Page 16 This. report ;presents opinion formed as :a result of our observation of fill placement We. have relied on the,contractor to continue :applying the recommended compaction effort 'and moisture to the.fill to meet the project specifications. .Tests were performed on compacted fill in accordance with ASTM Standards to calibrate our observer's judgment, and to provide , data on the overall. com active effort. Elevations and locations used in this report were based on data provided by others. Although the , rough* graded.,lots are considered suitable for construction at the time of completion,: natural` weathering and degradation of the near-surface soils may occur with time. It has been our, experience that,significant,deterioration of surficial soils, in particular.. growth of vegetation and erosion, may occur. if a significant period of time elapses before construction. We recommend that the conditions of impacted lots;' if..ariy,: be reevaluated by Converse'prior to construction.,. Additional earthwork,. associated with the grading of the; Tracts 24:136, 25417 and multifamily portion .of`• 254.18 should' be performed ` under,-,the observation .and testing of: Converse .' Converse Consultants CCIENT\OFFICE\JOBFILE\l99.9\8'1.\99-112\99.-112 50.rgr. 99'81-1 12=50 January 21., 2000` 1 . Page 17 REFERENCES ANNUAL BOOK OF ASTM :STANDARDS' (1995), Vol. .04 081 Soil and Rock, Dimension Stone, Geosynthetics. CONSULTANTS 1999 Geotechnical Investi ation Report, Tracts 241361 .CONVERSE- CONSUL ( ), g, p , 24187, 241-88, 25417 and 25418, Paseo `Del Sol. Muster Planned :Corhmupity,, City of Temecula, California, dated May 6, 1099, prepared by °Converse for Newland Associates„ Converse Project No...99=81`=1 12-50. , CONVERSE' CONSULTANTS INLAND EMPIRE (�1996),` Preliminary . Geotechnical . /nirestigation; Eastern and Southwestern' Portion of "The Meadows, Approximately 800 Acre Site;"•, Temecula, California, dated. April 26, 1996; Converse Project: No. `06781 420-01.. CONVERSE CONSULTANTS.INLAND EMPIRE.(1'991), Interim Compaction Report, Portions of Tracts 24186 and- 24.187, Paloma Del Sol Development,. Temecula, .California,, dated June.10„1991j' prepared for Mesa Homes;. Converse Project.No. 88-871-148-02. 1 TS INLAND EMPIRE 1988a ..','Liquefaction 7nvesti otion The CONVERSE CONSULTANTS ( ), q g . , Meadows at Rancho' California ,APN Nos. 92643-9, -10, 1'2, -13; and -14; Rancho California;' California", Dated December 9, 1988, prepared" for Rancho California Development Company, ,Converse'Project No. 88=817148-02. ,-CONVERSE CONSULTANTS INLAND EMPIRE (1988b), "G,eotechnkal Investigation, Tentative Tract 24.137; ,Planning Areas 1 and 2a, Portion of The MeadoWs..Rancho ' California,' California" dated December 9, 1987, : prepared for Rancho . California Development'Company, Converse.Projecf No:. 8,8-81-148-01.-A. CONVERSE CONSULTANTS INLAND EMPIRE (1988c), % Geptechnical. Investigation, Tentative Tract 24136, Planning Area.8, Portion .of the Meadows, Rancho California; California, " dated; December .16; 1988, Converse Project'No. 88-81=148-017B. CONVERSE CONSULTANTS INLAND EMPIRE (1989), "Geo.technical Investigation, :Eastern Portion of the for the R eo Califa Rancho California, California, " .dated January'6 1,989, prepared P ornia Development:Com'pany, Converse Project No. 88-81 Converse Consultants. ' CCIENT\0FFICE\J0BFILE\19.99\81\99-112\99-112-50.rgr 99.-81-1 12-50.. January 21';;2000 Page 18 Geotechriical Professionals Inc. (GPI) (1999)', Grading recommendations, Proposed Home 1 , Depot Site, Plaza D'I. Sol; -Temecula, California, dated August 19, 1999, .prepared by Geotechnical Professionals Inc. for Grant General Contractors, J.V. GPI Project No. '. 1593.1 : _ INTERNATIONAL 'CONFERENCE OF BUILDING OFFICIALS (1997) . Uniform Building Code. (UBCI.. KENNEDY, M.P. (1997), Recenc ,y and Character of Faulting Alongthe Elsinore Fault Zone in Southern-Riverside County, California , CDIVIG Special Report.131 . STANDARD SPECIFICATIONS .FOR PUBLIC WORKS CONSTRUCTION (1.994), .,Building News,- Inc.; 'Los Angeles, California. V1/ARING, G..A 1919;_ "Groundwater in the San Jacinto and Temecula:Basins, California, USES Water Supply Paper 42.9 Converse Consultants CLIENT\OFFICE\JOBFILE\1999\81\99=1 T2\99 112-50,rgr ' APPENDIX.A FIELD DENSITY:TEST RESULTS 99 81 '112-50 . January 21,.2000 w. Page A71i . .,n. . a*= z; .. 3'?• -,urn e, -pl wa ,a u, 7- r kn ,t -:*:, .K-... •'c, * i ,.� as :, ;, >.. m a� •r s, "s.. •- 7 x; .„, "': s:'- ::�`: v:: n - a'-- ?,.- = "�.�.,.r, c'� ..€• �r ... ...: ,.�" r xs`,c . ::•,. a �� .i;:u+," ^,€ s -..: r�.KXb:, 3,* �C,- v. ..:. 3... s.� -a- i `sr•s„."a., d.,..t 'a', },s. i. A �:.. <. _.�*.. ..tm,. ; .i; ummary:ofsFteld�DensityTest'>Results._4W��f�v :�.,�, �,r.._.. ., .� . �•�-:,� .�. �: �:F .,�. Locat n x.: ,.A rox. t :D ,:Moisture . :K,,. : . ,: . .,, „.. . l� rox.FIII` : .._Test. ,-:.. Test.. ., _ .Tract �� , �a,. W u,�..a . ,, ..� ,,,, .m,. ..��a. _,t.:_.r �.�,: u��•� � Soil Com action ., w. •.. s�,: <. fix. N :rcEvelatton ..:e �»..elowTest� rDensi M�Content _ �_ =� Remarks F ..:,!�,. T., * 2",�,, �:. _ �.f �..-._.:•Tt e /o �__ � ,.,� .: . rth ast / _ .... a_ _ � .,, ,�.-t.- ft .;,.-., w.,.�_.. �,. � m , ,.., a..a fi".. •.n<. q. y ..,. ft �; 'S y..s,� 1: 8/30/1999 .254,18 4.79650 742020 1057 0 99.2 8.9 2 87 Failed, See 1A 1A 8/30?1990 '25418 479550 742020 1057 .. T 0 169.5 -,10.0 2. 96 Retest of 41 2 8/30l1,999 .. 254:18 .. ; 479600 742100 1057 1• 110.4 10.0 1 86 Failed; See 2A -. 47.9600 74'2100 1057 1 115.7 " 10.5 1 90 Retest of .2A 8130/1'999 25418 - 3 8/30/1999'_ 25418 ._ 479550 742000 1058 2 109.8 1 T.5 : 1 85 Failed, See 3A 3A 8'/36/1999 25418 479550 742000 1058 2 115.6 13.0 1 90 Retest of#3 4 8/30/1999 254.1,8 .. .. 479500' ` . 74:1975 1060. 4: 117.5 12.1 1 91" 5 •8/30/1.999 25418 .479625 7422Q0 10,60 0 109 6- 11.0. 2 96 ,6 8l30/1999 '" 25418 479600 742160: '.' 1061 0 1:14.8 12.9 3 95 7 8l30/1999 25418. 479800.," .742800 .; ! . 1'064 0 116.5 11.5 1- 90 Sandcone Test 8 6/30/199.9 25418 ,479650 .742360 1063 4 120.6.. . 13.3 1 93 9 . 8/30/f999 25418 479575 742100 1064 5 119.8 12.0 1 93 10` 8/30/1.999 254181 479525 741950 1064 6'- 11,6,9 . .` 13.2 1 91-. 11 8/30/1999- 25418' 479600 742200: :1066 .6 .. 114.6" 13.2 3 95 12 :9/1/1999 .. 25418 479566 742000 1064 8 115.4 113.9 1 90 13, 9/1/1999 2541`8 :479650 742300 1067 6 115`5 12.5 1 90 Sandcone Test 14: 9/1l1999. 254:18" 4:79800. 742775 ';; 1067 2 146.9 1:0.0 1' 90 15. 9/1/1999 25418. 479700' 742625 1068.," 4 116 1: 12.0. -1. . 90 16 9/1/1999 ': 25418 479840 742800, 1064 0 1-17.5 1.0.9 1 91 17 9/1/1999 25418 479900 742700 1064 . 0 116.9- 10.5 1 91 18 9/1/1.999. : 25418" 4:79675 742530 . 10.0 8' 116.0 0.8 1 90 Converse Consultants CCIENIIOFFICE\JOBFILE\1999\81\99-1.12\99-.112;fdt I . �. �r �r _ r� rr r �■r �_ M . rr M -. 99-81-1 t2-50 - anuary 21,2000 Page A-2 .:w n .. ,�.k .�. ,. ,.s z s.. a ,x r,. .'xi-. ^.r ,-. � _s "'�4' :,. ks.E.z t4`... ._.5c. �'. a ..,• ,.., .,-,. � � z£.--v a „,... ..,x< c�S# ,.. � �. .., _.. ...M,... k".. 4.. � r e .. .. ,rf", 1�. ac�,- .., •-.... , aw.r $,,i' 'A.: 'c:: .�, F e . 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' 1' 92 - 72 9/711,999 25418, . 480140 741100 - 1;059 4 1.13.3 1 12.7 . 4. 92. 73. 9/7/1999 254,18 480300 . 741000. 1061 5 . 118.2 TO.... 1 92 74 9/7/1999 25418' 480450 740860 1063- 4 :. 114.5 . 9.5 4 93' 75 9/7/1999. . 25418 480170 740975 4066 9 114.4 .. 91' 4 93 76 9/7/1999 25418 480260 748800 . 1068 7 -.= - 115.8 7 7 1 90 77 9/7/1999 25418 .: 480380 746780 1'068 9' 113:1: 9.0 . 4 92 . Converse Consultants CCI ENT\OFFICE\JOBFILE\1999\81\99-112\99-.112.fdt 99-81-112-50 January 21 2000 Pa9e.A 5 . �,: „ , M .�-�.�.,. �.. ., ,. .,... ksa.: w r. s�� �. ,.. «,�t , .,_.. ,�. ,. .�.--- ,..�: y '� x, s,. �,.. t.:f �'.a• a: w x„.4. ., ._. �.....,. ..... >s �G .. ,. ��: ...,.,.. .> M..n.. .,.., '�.., s- k x+` , -, , 4�,,. t ,gym 4a .�s ,., ...., �' a .... �' ...-� a�.�s.'o >-.,` ,. :aa r.�,+x.-4 ,,x m_ TABLE:•No.A 1 a ..a ..,., ". _. .. .-.:_ .. 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' 1` 94 Retest of#187 188 9/9/1999 ' 254.18 479785 741370 1054 4 115.5- 6.4 3 96 189_. 9/9/.1999 25418 479860 741470 1054 4 111:3 7.8 3 92 190 9/9/1999 25418 479890 741625 1.055 4. 115.9 7.4 3 96 191 9/9/1999 2541'8 479770 . 741460 1054 4 112.7 9.3 3 93 192 9/9/1999 2541;8 479855 741720 1055 ' 4 109.9 10:6 3 91 193 . 9/0/1999 2541.8 479915 741410 1057 7 113.9 M.4 3 94 1`94 9/9/1999 25418 479950 741610 1058 7 109,1 10:6 3 90 195' 9/9L1999 25418 479890 741710 1058 7° 110.5 .11.2. '3 91' 9/9/1 254:18 479790 741420 • 196 999' -: .. 1057 ' . 7. ;112.3., : 9;4 3:. 93 197 9/9/1999 25418 479905 74100 1057* :.7 112.3 9.7 3 93 198 9/9/1999 25418,. 479670 741980 1063 8' 1.03.4 ' 10.4.. 2 90 199 -,9/9/1999 ' 254.18 479775 74'1560 1061 8 111.4 8.3 .. 3 92 200. 9/9/1:999 25418 479740 741655 1062. 8 1'16:0 8.9 3 91 Converse Consultants CCIENT\OFFICE\JOBFILE\1999\81\99-112\99-112:fdt_ . � � >• r �{ r _ ter, � �r � �, � � � r ,r■i r. 99 81 112 50 " Jan uary 21 2000i Page.A 1[1 sw �. _a t a., .. w - .,<>,r c-. , ,r,.. r w«. .,-, t '...;.,�.^.`^ "" ;, ,x;, r's,a4x::" u , a-:,.<r ....;, .�.,r. ..._ ,",tea-4"� .1,NMI x.,�. .>. .. x '-. .yrg a :a€- x ,.,,... ,.. - z,` ,.,..r ,... ,'4 -_ , ,• k , e .,M, ,, x ,.,. . �, E , TABLE No.A,.1 . _. .r r. x+w ,.,u.- ...,, ... ......, �. w ::.:_ �.. � �";Ns,-"��,', � .. ;v-.- � -,,„ r..� ,'x', «z R- e « ., ,,..,,,..;,k'... ' .-. n::- 's:„ ', ...< •t -t.i: 3.4 b,.;;Nw -..:t,,, ,+.a: :µ '�. "':.-..w ,. ;4 ...N ,_. �.,, ,., m , x � Summaryof.Field Densit .Test.Results.x 1 ;y �� y. t _ � F>z ,s= '� r�-as,�._ t w'r?..mac, �t c � �. �a��a3:,`�t�`.�, , „w ,<. , ..,, __ .. Location , n_, «; _,.,,. .< A rOX. D W A.MO St x.,3 a # ��; § � n .s.... _ w _z<.» �,. ,... x.pp to rox.Fill uCe _. Pp , rY Test,.., ,Test x x .,,,. , . M. x Tract 4 , a. _: . .- . ,_ ,.. . • , :.. Soil }Com action ter:: ,., ,° 'A, el :. 1. . £.4 Ev anon Below Test ,,; :.,M r �. w , Densf .,;Content. Remarks s..::..,,^. a,:.,. "t ,.....G: .y'• ;'�«: .,,,cam,. N,•, ,ate.*':„ .-.- `7: 3_ Date .� ..No. • � ,�. ... ,. �.� ,. � �.r� r.., ., �. � �, , o � �- ..� .x,. k.. w ,.. .. » 't u ,fi 'k,..,.. ,.r ab:. +� stx ,.:v# _. .•f ..'trF ,sfi... 4- ,. � .�.. �,.. �w _.. kNorth ...,„ <.,East � . :_ `, .� _ , ..,., .. .. ..., z ..... * ..,. , „_.,w :S rza :e ., ., ,-. ...,.. _ >. _ft a.,.> k3 si... <.,3, .°..: ..�. . ✓*q :i. ,. .._�,i+'T ,. ..4 sa:.� 5 n. .r�, C ,»..» //0 �_�.,:.�9,� r� � �7�'a. �p, � 5> 1 � '2 v„-{..�,. - � . g,� 2;'. 201. , 9/7/1999 25418 . .479885 742185 1067 8 11:22: 1.1.9 3: 93 202 9/7/1999 25418 . 479770 742185 1065 8_ 115.1 10.2 3 " 95 203 9/7/1999 25418 479885 -742805 1068 8 ' 111.7 9.3 3 92 204 9/7/1.999 .2541`8 479815 742320 1069 10 112.6 9.6 3 93 205 9/7/1999 25418 ,479845. 742400 : 1069 1'0 1:07.8. 10:1 2 94 206 9/7/:1999 254.18 479890... 742400. �1068 1:0' 106.9 10,4 2 93 207 9/8/1999: „25418 480290 740720. 1069 12 117.8 8.7 1 91 208 9/84999 25418 480150 740880 -. .1062 6 . 114.E 9.7 4 93 209 9/8/1999 254,18 480370 740820 1068 9 117.6 ..9.7 4 96 210 9/8/1999 ..25418 480235: 741000 1065 T 11.5.4 1-0.6 4 94 211 9/9/1999 25418 480400 740850 .1068. 8 .. 107.1 19.2 4 87 . Failed,See 211A. 2111A. .10/12/1999 25418 `.4,80400 . 740850 1068 8 116.4 16.9 . 4 95 Retest of#211 . 212 9/9/1999._ 25418 480200 741'080 1068 12 98.6 M8 4. 80 Failed, See 212A 212A 10/12/1999 25418_ 480200. 7417080 1068 12 114.3 133 . 4 93 Retest of#212 ` 213 9/13/1999 25418. .48002.0 741360 1058. . :: 12 112.8 9.1 4 92 2.14 9/13/1999' 25418" . 480040 7.41400 1059: 13 118.1 _ 12.1 1 92 21.5 9/13/T999 25418 480040 7414.60 1:057 12 1,23.1. 8.7 1 95 216 9/13/1999 25418. 480050 741550 .1058 13 120.7. 10.4 1. 94 217 9/1,3/1999. 25418 480080 741600 1057. .12 120.2.. 10.2 1' 93 8 9/13/1909 25418 480100 741:660 1058 13 12.1:6 9.7 1 94 2T9 , 9/_1:4/1.999 25418• 479995. 741350 1061 13 122.0 9:6 6 92 Converse Consultants CCIENJ\6FFICE\JOBFILE\1999\81\99-112\99-112.fdt January,21 2000 Page 12-;. .. >. ,.4.r, -n .,.-..E:,». ..,*as x` ,,.,„,�• ,�.�v� .rv;, a„,z. 3M1°^. ,.,.•�{?'t"' �.',�...:. <+ x;,,;,kn? ..,y.nc., ,,:gxr'W xs;a: .-,_.,.�*. ra _. � _.m •_ v�,,�;,a.k'�.,,.�..,., x. - w,`�.... •.a+... � ..,.:. m. .. A :.d,Y rk; ate:' ,. ...--, ;':': �-..d:.: .t._ ^, ,�w ,,, .,., k��. ,�.,. ,., ,�,„ »�. „,�••,s., «*�. m. ,.,�' ,. e � 4 ....- - _cam .„.a_: �. n,., - ., k�" ., ... 1.: ..,�. -.. U+.,Y ..:.,. ,=2..,Yt� .,.u-, ..'J..F`_x .� .. m, � •, : b �.�.W y ,.�-'.35„� �r Y C. 'd ..]`njY. wr,. �} , :t.. '... .._. ,:' €t, E<.'.::d'., x, ;: t .• j ,._r '''.,. x .z. ...k.. .. e� Test"�Resulfs�r, , ..�._�� 5,..�_ w'E a :v rE . ,:. �' ?,,:.. .,<:.... -., ,�' ..=,eP?.,..... •- ...s9,.$.zah, rz � ....,,, .. M -:i�.;r un '".+' „,n .�.sx r.it s �. ,�.,z ,.- s',: ",.LOCatlOnw :,'•�,. . ,.....,. �•A•,<, ,... .:',^ .s4: .- -�_? s ram:'s. {:.;a-�,,� .ak�a;$,'��:v _:'.ts rm a..A- COX..Fill 4 MUIStUre r z '"z.., `< - .Test.;. .•,x::Test <. ..:...Tract ., s Ur .. ., •..- . f ..,,. -� .; ^m s ,.:.,n .,. ,.....s", .,.>:'- a, ..a,.a:'. a ,.y^.•, •�,- :rr.: -:«. . ,¢' x: . ,., � �`SOIi .,,�'ioml„laction ,r r:.. 4.,P ..,.'s ,,�, :r,, -{;; , ,. .Y'1a .. r ,.. '`:C ,.. A ° _.. 5 ..� ., „ems Eyelatlo Below Testy 2 t.< F M •s°,;., £ w. M n iJensl content. n,• x. .. „ -,. x= Remarks ,No,.. ,.,.Date f� ..�-, Nor"��. ,. �' . .,, ,>" � _, .:. ,, .d-, �, ,.,� , �� v.- /o` .� . �._. ,. �. �. , .,.. F .�s,North, -: ,,.East ,. . �. � � 4ti__ ... .� 4 _ e /0 ... -, .k. .5. .-ram .5w .,„.t:. N' ..'mu r ..,., w,..f� r. .. Il3 . �•. tv.,....2 ..i.:. r x�h ,.>rr art ~~�:s.,. � ,, �., �,.: .�`..� .� ns ,,..�,. ,a ..�F �x�,- ..,�u..d`_x..�„d .^�":_..,..,. f.x.�,..y,.�+. ...��,.�-r.�t .:� �af�'3.,asz.4{...,..«�+� .� �,k� '' - -!_i-z'+�, �F,"`�` 5� �., ^"fie?m a:y�i{b 220 9/14/1999 254187 480060 741:480 1063 15 121.6 10:8 6 92 221' 9/14/1.999 "25418 480075 741625 1061 11 121.0. 9.1 6 91 222 9/14/1999 25418: 479985 741455•. 1063, . 13 1.18.6. : 10.2 6 90 223. 9/15/1999,: 2541.& 479970 741850= 1056 2 116.0 11:7 6 88 Failed, See 223A 223A; 9/15/1999 , :`25418 479970 741850, 1056 2 . 119.3 12.1 6, 90 Retest of#223 224 .. 9/15/'1999.' 25418 47991.0 741870. . 1055 2 '116.0 14.7 6 ' 88 Failed, See 224A 224A 9/15/1,999 25418 479910 741870 1055. 2 121.0 11.7 6 92 Retest of#224. 225 9/15/1999 264.18 480000 744930.,. 1056 2 116.8 14,0 6 88 - Failed,:See225A -225A •9/15/1999 2541*8 480000 74,1930. 1056- 2 120.6.: ' 12.2 6 91 Retest of#225 226 9/15/1999 25418 470960 741950. 1056 2' 118.7 12.6 6 90 227 1.0/13/1.999 254..17 . 481100_ 741550.• . 1080 2 115.4 10.6 8 92 228. 10?13/1999 25417 .481000. 741600, 1077: 2' 113.4 - 9.5 8 90 22-9 10/13/1999:- 25417 480750 741.800 1075 •'-4 114.2 0.1 8 .. 91 230.' 10/1`3/1999 254.1.7 480650 741:775 1070 5_ 1'15.2 9:3 '8 92 231. 10/13/1999 254.1.7* 481175 7417,50 1087. 6 118.2 9.9 7' 91 232 10/13/1999 25417 481675 741835 1:087' 7 1`17.3 9. 7 .90 233 10/13/1999 25417 481000 741'900 1'087 5 116.8 9:3 8. 93 234' 10113/1.999 25417 480000- 742000: 1:077 ' 7 117.2' 8.8 7 `90 235,: 10/13/1999 25417 482100 741`520 1146 7, `118 5: 9.6 7 91 . Sandcone Test' 236 10/13/1'9.99 - .25417 482150 741470 1148 7 1;16.4. 9:3 8 93 Sandcone Test 237 1'0/14/1999' 25417481200 742000 .:;. 1088 3 117.9 7 90 9:3 . . Converse Consultants CCI EN-ROFFICE\JOB FILE\1999\81\99-112\99-112.fdt 99-81-112-50 • - January.21,2000 Page A-1.3 .. ig - .xi#`B ?-:'. x, : ✓, r,tr zk 5 S,> 3``u ,�.' 4-. d a . , TABLE No A= , . w ,. . . . .,. ,-w'-'+ ;-. ._«s .3 _ nvm,_ �... ,_...: .. .,.,a ,,,..,.,-.v'•Y"`^s...... .,.......a i:MN:. +,a� �: a..,. f' :.,,.r.:nd, �._...._+.�5. x_ -. ,..: ,.s'.^� �_ ,.. ,..r.,s S =x z ., x ; Wit. . r aryof�Field Denslty.Test.Results� w .. F., 4,�.,..,,-_ .r, ,-.�. � z �:".."s , ' .... n. .�». „, _ , .,,:, -..w, aLOcatlOn. f. `?R ... :e?? a^ e. �s.:L .. . ... ,:R e S..C. °:xm ..t.ddx,` tx._,. .:, _ >r. '4 �:_ A roX e,,,A roX.°Flii <.�D ,� p..i�iOlstUre�' J•;:i Test , Test Tract -.ry x,. ,�,pP., PP 3 - M ,_= rY w: Soil Gfiom action � _ one ,Below,Test, Densl Content P "Remark C n tY s w No.•�_ -Date. .. .;,'. Wit. „ o P :.. ... 1na,? r .,.,-...t. .. ...-:.. ...,u 5..Al :�-, ,..a ,. ... ,,,.. _., a_� '-� .:, r. .k:' ':•. � � --. r . � �North .� . =..East ...., .� ,. ��< .,.�.: ..µ , . , T e � /a -� r> . ..>_ " - k, >a .:.a, s. '°• y -t .. - w - ,.M. : z..u•. ,r� r,�`•ti_e. . °i"� a� +e -238 10/14/1999' 25417 480950 .742250 1.084 2 116.7 8.9 8 93 239 10/1'4/1999' 254.17 480925 . 742050 ..' 1082 5- 117.8. 9:8 7 90 240 10/14/1999 25417. 480700 742200-, 1074 4" 1-16.9 9.6 8 93 241 10/114/1,999 25417 480600 742070: 1073 :7 110.9 9':9 7 92 242 10b14/1999 26417 480400 742200 1066 , 5 1202 8.9 8 96 243 10/15/1999 25417 .48,0670 741800 1;072 2 121.:9 7..5 7 93 244 10/15/:1999 25417 480500 741770 1.074 4 1°18.3 10.5 7 91 245 10/15/1'999. 25417 480280 741590 1067 2 120.6 11.0 7 92 246 10/15/1999 25417. 480220. 741390 1064 4. 119.9 9.9 7 92 . 247 10/1,5/1999 25417 480230 741500 1066 6 118`.3 9 .1 7 91 248. 10/15/1999 2541.7: ' 48.0300 7.41720 1073 8 1117;0 9.0 7 90 249 10/15/1999' 25417 480430 741:600: 1071 6 117.7 11.9 7 90 250., 10/15/1999 25417 48061A 741.730 4078 8.; 118.6 10.2 7 91. 251 1 OM 8/1999 254,17: 480300 741470.' 1060 10 120.0. 8.8 7 92 252 10/18/1999 25417 . 480400 741720 1063 4O 11.7.2 1.0.8 8 .93 253 10/18/1999 25417 480520 741880 1065 10 114:4 11..4. 8 91 254. ,10/1,8/19991 25417 • 480530 - Z41680 1062.` . 12 115.9 12.1 `8 92` 255 10/18/1999 25417 480360 741660 1060 12 115.7 1.2.9 8 92 . :256 10.08/1999 25417 480470 741:700 1063 12, ..115.8 8:7>; . 8 92 257 10/20/1999 25417. 480360 741:560 1066. 10. 115 2 f2.9 8 92 258.' .10120/1999 % 25417:* 4805801 741,800 107-1 11' 1.13.5 14:7 9 95 Converse-Consultants 1.12\99-112 fdt CCIEN7lOFFICE\JOBFILE\1,999\81\99- 81 112-50 January:21,2000 - Page A 14 t' .1,r 1c5* �:3,..$ .. r.G:.»**"v *"y' 's,.ar, ,. ,..r' rix Rer t..t..c.x.. a^>•ar .._ - 4.r-..0 'fir...,., <. .r ,,. , .,.. .•. ,. +,. z-._, x M .�.- i ". 3 x.y Ri .s.... nn: t -., v,. .<...a-.,. ,�._ s z �e ., �a -r, ;;:, .. ',� .. c = `w t -:; _� .n.......r ...... rn`�',^ .>. »+.. ;. ,:.: .a ....7... ...,,.,v. . .. �> x... _-"ass ;�'?" e, .. ' ..fr ., e: .ti, -rx?a r... .,,t,.. ,,_ &.<.:.a' t.:...: ••, i. ,.. ,. ''kk... ., •:�.. t°a. 'r y,H. a� h., TABLE No.A�1 x `�:: `r :�..,_... a4 r.. U' ,.... ;a.r ..... ,. .,. �._� •.., _.. ...>* ..�...> Y< ,.._. 'S� :c... .,... � ,..:-ram ;r,S�",.,.�,. -w. .. e ..x.., ......K ' ,,.t,- z ,�.e._� k::. "�tr=*x .s - S5�" ,'k•,£....,,�>,.,.�'mN;,S,.. ,..- .. F :c.,......-,eta ,.3_f;, -,.. +. ,r.4,.. � :�.: s :.���. t a v,..- z �c-:, t r �.,•��;,.,�".'>��'a ..:.....=K�.:�rs'x`^�Yw„ �R, ia�',?,3`� rn��'.s ."far ss..: `.�w:'s.,sd. �„ <<x • ..�za.?� r:. e-:u�' k �#• 'snx��` .<) �-.,, x t� r.��+ $ �.,t�.' ,•.y, •.. ,� �x. +'°,�- �,�,§ .:.s �;.m,.t.� <,r.,,,. � ,,,-«_ ,:.,:.. x,. .n. �".�;, r #,,.;.v't_^_t.. -e -;�3 r v ,� � 3-a . .. �,., n .:� �._ � - > .� ,k�:.:. ,...na:^=s #3 �ttxr._ k .- t,Qfl:�.- ,. .�ra�al�[ I'OX... .:� �,,,_ >s .�s�,p «,+. x,-.. -s � 'p"-' �:'� .,x'•s .:.� .� >+,;;a k -3r..-> - r� �,,v..e ..x.:�" ...� �; ,-.. •c+„x. .. ,,�# ;:,, ...:-.�s; ._o-x. s,f: � _.:: � �'�:?. x ;.:x�- c:" - ,� -r`w sfi_t h,��.,+ ; : �.�� ���- ~� ,.�_ �... .�> .> _Evelatton BelowTest .:,Dens) •. ,rY �,� � ,.;. ,., . - � < ., < . , .�. _,, ..n ,. ^� ,� �� < .. . �.,_ �. ,•Co.ntent�... � � �. �p ,� � xRemarks - � �_�,�•�-. P1 .a, � .rN,:�,�'.�NO�. ,� ,.�• �, •����'�� sue, � �. .�=s�. ,~� �� x >: ...,-.. ,...,.a. ~-n.. > x. _ ,. r :,_... .�..... �,,..,, ,...: r.. a� :��.� �S v... 3' ,=r: . ,, ,+�.a ,-..,*. t "v�, t.._ f„ ,✓ Otis.,., ,a;:; t '+,:.: �. "..,, 4 ` i" � , �h ,. a= `{�,,>.,.. �? x� .e�.;. ,� ft�, s..�., ,�. � -.:fr :. C ...;Jd �- " ,?i� a.. .,,.., s�.,. s....�s 2 �i � ..+ �,'' r•", �:�,-'.,. `"�+�.-.,. <��'�' �zce.�...r.„ .'�^�z� ...:.*.., ,'�'v°+'a�b•�t.e >.�•�a�d.'„e�a ' ,.a.+.;_,:»;xa.�e�.,��. �r€•,. .`....�.;:n. �* _��^.3x.; �: �`..,.�- .�.,�'�^"�;a.�`,`�'.�a?x .crt- � 'x�.�... ,'��`r; �`'� � fr 259 10/21/1999 25418 480480 740740 1068 7 122.2 7.2 7 94 260 ..10/21/1'999. . 25418 480415 740620 ,1068. 9 123.4 68 7 95 261 10/21/1999:; 25418 480320, 740650. 1069. 1.2 118.3 7.9 7 91 262 10/21/1999` - 2541:8 480370 740860 1070 10 119.9. 7.3 7 92 263� 10/21/1999 25418' 480275 740950,1 1070 10 :. 119.2 6..6 7 91 264 10/21/1999 25418 480220 740700 j 1070 15 .119.6 :6:9 7 92 265. 10/21/1900 25418 480110 740.740 1069 16 120:9 6.6•: 7 93 266 10/21/1999 25418- 480200 741025- 1069 10- 119.7 7.1, 7 92 267 10/25/1999 25418 479900 741800 1066_ 14 113:2: 7.8 8 90 268 10/25/1.999 254'18 479930'- 741950 1068. 16 117.8 10.3 8 94 269 10/25/1999 25418 480000 741900 ' 1066 14 : 113.7.. : -11:.1 8 91 270. 10/25/1999 25418. 480000 741800 1068 16: . 117.1 10.0 8 93 271 10/25/1999 25418 4799.30 741865. . 1066 . 14 1-15.7 . . 9.8. 8:: 93 -272 10/25/.1099 25418 480000 7.42.000.. . 1.068 16 116.4 1.0.7 .. 8 : 93 273 10/25/1999 25418 480070 - 742000 '1070 18 J. 114.V 10.9 8 91 274 ..-10/25/1999'- 25418 480050 741800 1070 - 1'8 1143 11.4 8 91 . 275 10/26/1999: 2541$ 480090, 742160 1068 10 120.8 •. . 10.6 8 96 276 10/26/1.999 25418 479920• 742160 1066 8 . 120,4 123 8 .. 96` 277 . 10/26/1999 2541:8 ..479780 742305 -1072 12 113.5 9:4. 8 90 278 .10/26/1,999. 25418 479840 742495 1075 ' 11 118.2 9.3 8 94 .279 10/26/1999 28417 480000. 742310.. 1067 8 115.Z 11..1 8 92 Converse,Consultants CCI ENTIOF FICE\JO B FI LE\1,999\81\99-112\99-112.fdt 99- 81-1.12-50 • January 21,2000 Page A-15 . . . M ,. . . c ... .. _ �.>. w...,..._ ,. 7'. a. <. n., ls�. ,.,.:F .< ..- .« •, ,,,. ,� i ,.::, *.,a .,.... 2a x .. i:.. be q -,w..: ,. -a..."„ ,,ern ,., r--F ,........ , ., .�"... 'r x ¢ za. ,. �3 . . 'TABUE No xA 1:. a r n h .,m a ., _ any,.,x-. ,� .:-•: ,,. -, - , t„:. "' ..a..t.- .,', &�* 43`:.-:.,> a :.. :..r, ,a;-..m _... -. ,,. ..5>w �3 "ks"s , �',w"ar `" ,'"€�� :� V '�.. ;.. �` �2�"'r.".. � ,�.,t. �x +.a.�,_, ..:�:a. �;. _Summary of;FieldfDenslty,Test=Results 4 ra s ". ,?- „'• `5<n. ..,;.m: at + .. � ate"'- ,a . .:,.. .. r ...:E .__+u. x y Via. .;;,.... �h>,::-. ...,. a�:...: , 9., ,.k o..`�a�»„,..,._. :'.'. : m. -»,..r` °N g�r ,75 x,. ,... � � . A rox.. . ,.. ,D, . . .Moist Tes = ,, r x :r.__ .. , .. pP_ A rox Fill> . .. . :r ure z Y: { .0 .. v . x t „F <.,. � � PP ;u:._ , �a��ry� �.��-. � .� ,- .�.,,. � . - ,., �.,,,� �� � � �� r =, ,. � _k< .,, ., . ....: ,_ , : Soli:. ;Com n ,. ; ':. ea:a..,. �, ,N+.. - a„w�-;;. + - v .,,u.:. �:. %s.; ,.1 ,,,,: tr. : ,."-.f-,.,. ks' tr t.,� p .:::s rx .°:on%� �.=� 'Iq,,. _. 4._. A. Evelation . BelowT,est,, Densl Conten A r », ..., _ ty� � .., � Remarks.,.:- h No. Datea ,. ,. ,NO. ... t >.t... _... ,.s. orr . ,, o[th.. .,,.East..� , �,_, �__ , _.,. ..., ORE �.� , y ,� e,, /o_� �, � E. -� �*,.,... �va eve,... ,... 0 1 .. ,,.. .z.r- ,�. 3.. fty ,..�:,. ..¢... .. -;.: .., (., �;.. >t x ,�, .r+r rr . e. .c.,tz�.�... ..�'. �.e-�.,._.,..., ,i: �.,,..«-„�r5�?,_5,��.� -.-r�.f �x ,L`�.,�. _,.� .,�N. ... .�: s���:. ..'�^2az� � 280. 10126/1999 25418 480160 742370 1067. . 8 1.15.7 11.1' 8 . `92 281 10/26/1"999. 25418 ." 479850-1 742365 1068 8 116.2.. 12.0 8 93.. 282 10/2611"999. 25418" 480060 742300 1071 13- 1-13.2 94 8 90. 283 10/26/.1.999 25418, 479720 742210 1071 11 118.1 11:1 8 94 284• 10/26/199R . 254T8 479840 742095 4072 1.3 113:1. 9.6 8 90 285 .10/26/1999 25418 480015 742085. 1069 13 115.9 - 10.1' 8 92 286 10/26/1999' 25418 479925 . " 742275 1070 1.2 115.0 9.4 g 92 287 1.1/3/1999 25417 480775 741S50 1069 4 118..8 12.7 8. 95 " 288 11/3/1999 25417. 4180830, '7420510 1082 12 120.2 11.6 8 96 289 11/3/1999. 25417 480900 742275 1086 6 121..1 1.1.2 7 93 290 11/3/1999 . 25417 481320 741900. " ' 1099 8 112.8 1.1.7 8 90 291 11/3/1999. 25417 481285 742200 1102_ 12 113.5. 12,5 8 90 . 262 11/3/*1 999 25417 480800 74:1900 1072 7 . " 112.7. 12.1 8 90 •293 .11/3/1999 2541.7 480850 742100: 1.085 10 " 117.3. 11.4 7. 90 294" 11/3/1999 25417". 480900 742225 " 1088` 8 11.7.9 12:4. 8 94 295. 11/3/1999 2541'7 481230: 74:1550 1D98 9 113:3 12.4 8 90 2916 ' 11/311999. 25417 481200 741875 1097 9 .114.8. 12.0' 8. 91 $andcone Test 297 11%3/1999 2541 Z 481:400 742050 11'03 8' 111.7 13,1 7 86 failed, See 297A 297A. 11/3/1999 25417: 481400 742050. 1103 ,8 118.2 11.3 7 91 Retest of#297, Sandco.ne Tes 298 11/3/1999 25417 481275 742130: 1103 13 116.9 12.7 . 8 93 299 11/3/i999- 25417 481250 741,570 1093. 14 117:0` 11:9 7 9.0: Converse Consultants CCI EN-ROFFICE\J.OBFILE\1999\81\99,-112\99-112.fdt ::.:.. January 21;2000 Page.A- ,1,6 . 1�, :•'�,<;F. '. e: ,w _. 1 «.,.c... ': ... 4 ..,. _.',�•„,. ,. .? of w._.S.,m i. v.tF � .... 4...... » ,' + -... s., rv.r'v.e:+w}, s^'u`+... y., .,. ... . ,. (.x:f .3.: k J - :e ..ae"a' ,i,.. ..m,,.. ,.t"",.. t*..: .. z.` s _ :.e' .e .° tic ,..,:"., s.: siya .:;a�` S ,.�Y�r a b s. c a a'.' n.c 't t �wLocatlon z A rox D Moi ., . _ ... t1 A COX:FI�� Stulerz r+, s, rc: t' h, ,:3 , 6.. ., l'�, :: p{� , ` .•l �-r .� - 'x ... Test,. fi_ .Tract. � _W � �. ,:-��. . a .� ,. x..... c ., . .a a _.. x�:, x a a=r?$Oli C0117a" IOn s_ , z 4 �. p _,.:' �.: ,. „ ..,, P . r a „�r,r ':S'� n�.� ,«-roc :,:-.,�:. "�,'' ,,:: ;.r� .. .ti.w. r -t....:_.,.. - �: �i-ems t'�.�+�,�:,..�.,�' rm x e'"e' `•F 3.,EVeiatlOnf -uBe�OW= eS �. -...; .sr..� �.�e� �_��k. � . , � �� , k ,, 'i t -:Denst rv. Conte t � . . . � ...:�� -.. . .m _ _ n .. ��.. h, . ,,. ,. .� ,. ty z, a sr .. NO Date 3F.s�.Y:: .N O.,... ..._..3 , ;..t... , ...:, , .... , ...s -r e t ... „ +- ... PAW r.:..r'i5s.,.......... �'�� .., �k..,. .�_ ��,: .a, a ,., .;.w ,Jam, r..".,,. .,..xt>. ... .. .�. . �.� � North � ��, East. ��_�w �- . : t.- .f , ,.. �. . ...,.��__ .. ,Yp . . ,..�, . .....*,. 'wk.,. .. ft ..'+�`caP 300. 11/3/1999 25417 - .48 1325 - 742000 1100 10. 116,6 ' 11.5 8 93 ,25418 479800 741400 1051 1 1115' 301. 9/9/1999 . 10.0 3 92' 302 9/9/1999. 25418 47.9840 74'14.80 1052 2 1.14`.4 1'2.:2 3 95 303 9/9/1999 25418 479870 .. 741600 1051 1 . ; 1.11 1 9.5, 3 92 304 9/9/1:999. 2541.81 4.79880 741700' 1052 2 114.0 1 T 7 3 94 305 9/9/1999' 25418. 4801.6E 741700 1069: 15. 115:5 11`.7 4 94 306' 9/91.1.999' 25418 479840. 741580: 1052... 2 115.2 7.7 3 95 307 9/9%1999 25418 479880 741680 3 1053 1-0.9 4 92 113.7 306 9/9/1999 2541.8 . 479050 741800. 1!054 4 1;15.7 1.2.5, 4. 94 309 9/9/1'999 25418 479750 '741270 1053 3 117.7 8:7' 1 91 Sandcone Test 310. 9/9./1999 25418 479800 741400 .1054 . 4.... 1 1167 10.0 4 95 311., 9/9/1999 25418 480200 " 741100 4065 9 113.5 15.0 4 92 .312. 9/9/1999 25418 480320 74096or 1`066 10. 110.6 14.4 4 90 313' 9/911999 25418 480480 740800": 1067 '7 110.1.' 145 .4 90 - 314. 9/9/1999 2541$ 479800 741350': 1056 5 110.7 8;8' 3 . 91' 315.,. 9/961999 25418 479800. 741450• 1056 5- 4 91 316" 9/911999 254.18 479825 74:1600 1056 6:,:_. 112 8';r,, 12s7 4 92 =: 31:7 9/94999 2541'8 479875 741690 1058 6r 1.11.6. 9.5 ,3 92 9l.10/1999 25418 479900 741240 - 1048 ` 2 103.3 18:4_ 3 85 Faile'd�:;3eer 31.8A 318A. 9/10/1.999- 25418`: 479.900. . 7.41240 1048 2 114.4 10:7 3 95 Retest of:#3'1.8 319 9/'1'0/1999.: ..25418. 479900. 74.1225 1046 -0 114.7. 11`..3 3 95 :. Converse:Consultants CC EMIOFFICE\JOBFI LE\1999\81\99-1-T2\99-112.fdt r,. rr rr � �r �r ■r : i�r . � ,r err , �r ., r� _rr, rr � r rr r .: -.. 99 81.1.12 50. _ January 21;2000 Page A T7 r. , ta� r� �,� : ��+��..� _� -: � r�, �, �,.� :tea -...>:..,, �•�, �;,. �: � .�- � .. „v d. �, ...+ :� .. .n.;y t°�?... , ... �>-.. ;F �-�.� ;�< �,�'"v � .. -.....,. s '" s.'. e:: " - -:.s �i'�,...r ,. ,: .�' TABLE r ,.„ x ,..Summary of:;FieldFDensityl estsResuits _ .j: S 'ram ,r'ue*`;.. 3 ,R a an - vys.'•a ... - . ...r .,-v k.. _..• � Ynrt.e v. y Er`d+•:'f-+a .n ir. .Z.. , t.'m w✓k'St.' .. e.'S+,' z, ,.,*,s Location,._.r .. .. w x - ;,a = sue ..A cox. .: D Mois �, �..�._ r �� . ..•���..� « pP _ .� Approx .Fill �.-,.rY � t f �- ��•r� �� �� �•� �_., „.,µTract ,�_ � �; �������:.<,x�u � � Mt .. Soil Compaction Q'` =:z -_ *_ :Evelation 'Below Test ,4Densi Contenf Remarks No. _:Date; No: z, ., , . o µ;North =s- Eas r,$. ;T e ,.:., i" s •Y�',.,. x:- dW-+. ,:.,cc. .�,rs. .. .. k L. ,a- \ c^£x• •.«�,:, r,r� / fJ ,... (�0 - _ 1rN.u:,,� = e wa•..1 _ +rz,e.- G.G: .�... &,...,w�'ecdh; a...:_ .4�Y,. �.�+� �-v��`mow,a-n.�,.r.� h4`S.l�k v�",� ,. � �� 320 9/10/.1999 25418 479980, 741440 1048 0 109.9_ 14.6 2 96 321 9/10/1999 . 25418 . 480070 741660 1050 0 1`12.1: 11.7 3 93 322 9/10/1999 2541,8 480000: 741650 1050 0 105 5 13:5 2 92 323 9/10/1.999 25418 1 479950 741600' 1050 0, 110.7 :` 10.0. 3 92 Sandcone Test 324 9/10/1999 25418' 479920. 741440. 1052 0 111.3 8.9 3 92 325 9/10/1:999 254T8 479960 741530 1A50 2 109.0 12.7 3 90 .326 9/10/1999 .25418 479880 741250: 1047 1 . 118.3 9:0 3 98 327 9/10/1999 2541`8 479955 741370 1049 3 1,18:0_. -10.1 4. 96 3.28 9/10/1999. 25418 480025 741540 .;, 1051, 2 1-15.7 10.7 4 94 329 9/10/1999 :: 25418 479980_ 741370. 1057 6 114.1 10.'9 4: 93 Sandcone Test 330:-' V10/1999 - 25.418 479830 ". 741500. 1057 7 115:0, 12.7 4 93 331 911.0/1999 . 25418 . 479885.. 741600 1058 . 8 1'1:8,3 12 5 4 96 .332 9/10/1999 25418 479.910 74,1725 1'060 9 120.1 12.1 1. 93- 333 9/10/1999 25418 .479860 741280 1051; 4. 112:4 9:0. 3 93 334 9/10/1,999 25418 479900 741:300.. 1052 5 112.8 11.0 4 92 335 9/10/1999. 25418:_... 480000 741400 1051` 3 1i13.9 10.5' 4 93 336 9/1.0/1999 254.1,8 480000 . 741500 1053 4. 112.9 10.8 4 92 337 9/10/1999 : 254.18 4800.70 741600 1053 3 110.1 8.8 3 91. 338 : 9/10/1999 = 2541& 480000; 741600 1`054 4 : 114 5 -':. 12A 4 93 777. 339 9/10/1999 25418 480000 7,4.1700 1055 3 117.2 11.6 . 4 95 340. 9/10/1s999 25418 ` 480080 741700 1056 2. <` 113.T 9'.3 3. , 9.4. Converse Consultants. CCI ENTIOFFICE\JOB FILE\1999\81\99-112\99-112.fdt m inr M. m r 99-81 112-50 January 21,2000 Page A 18. .... ., g fi .- _ x, w a,`.�.'' , :s y, .,.. x3 -. No:A-1 f • .. TABLE;, } _ ,:. •` h .-.,: „'fir s- s' *., # r, r+m� m,l' t. .:.'.e, .�.4 ra .a�._5'�:. . -Y+r. �a, + w Kr ."`�° ,...... .. ,�.,,.;:: � �+.,..•.v..i*',� n-..,,n,;n: .� .,c^uR:`,�. ,-_ .x�,a ;�.5.,,. k�',�' "�'';m mma�/_. nof�Frield,DensityuTesteResult k. Y -;u:. } d .. F ,a,.Y.3 -+ s..hN ":%^'K+,.}:.ae .1.,*'.r,q:.,. .c .xx-:.v .:•+' gw" , ,. v :. r � A Cox ..D Mot , <<, ..:. ,�. ., . PP. . ,. A rox.•Filt �.. sturef . ., : PP > ��._rYr� �. _ _ _.:� �„ .� ,,,,i:� `,. Com action P s� �.� � , ... .w-,_law--.. E.V.@�8tlOn :.BQfOW.TBSt,�.>..�0nS1 .,. .cGon � . � .- �,':;: k ��..�. �" ` " - ,... . ms S, 4,=k€>•. _aYu e .w h.,d' =t: ,.. .. .. o-..... tent x,.,r ., .,r .-Rem Ekx, v �.., a.�,.. � :: tYf r ,, arks t ... ..Date. .. , No.-� �, ,, � r..>k >���, �. r � .> � � �..��, s � :...r, ....-,,: :..a-.. -a a-.. ,,,,. ,....< < :n_.z., x s b.... �.,_,^ �°-;*'w '5.�:t .. :,.. ,. .. .r �-�"x �., � ..,.. . , �< ..,Northw,� � ' EastP, ,,�.:t � .. :�.: .. . : � .T, e. �.� ,/ox.. � �. � -�� �,x. �� :. .. �� .....� � ) ,., .:.,. C .;., /off, ?u' ( ., �.,.L .za�.ti��3c;k.,�.try.. �.;✓ �,���, 341• 9/13/1999 25418. 479910 741150 1055 8 .110.9 8.9 3 92 342 9/13/1999 , 25418' 479930'. 741430 1056 8 112.8 13 1 4 92 343 , 9/13/1999. 25418: 479600 ,: 741400: 1055 ,2 112.9 '12.5 4, 92 . 344 9/13/1999 25418, .479970' 741660 1055 . 5 114.0 10.6 4 93 345 9/13/1999 25418 480030 '" 741300 1055 5 111.3 8.5 3 92 346.. 9/13/1!999 25418- 479980. 741.140 1054 8 117.7 10.8. 1 9.1 347. . 9/13/1.999 25448 479650 741700' 1069 6 11:8.3 12'.6 1 92 348 .. 9/1.3/1999 254 T8 479600 741600 1058 -4 1.19.2 10.7 1-. 92 349 9/13/1999 25418 479880 74.140_.0 1057 7. 115.0 11..4 3. 95 350 9/13/1999.4, 26418- 9.6 1 91 479950 Z41.640 1057" 7 116:9 ' . 351 9/.1311999. 25418 479925 741100 .1058 1!2 115.7 8.8 1. .90 -352: 9/43/1999 ., 25418. ,479630 741475 1058 5 . 117.5 9.9 1 91: 353 9/13/1999 25418 479900 741380 1059 9 118:8 12.9' 1: 92. F9/13/1999 25418 479980 741570.: 1059 8 118:3• 12.4 1 92 9/13/1999 25418 . 479900 741500 1060 10' �116.7 11.7 1 90 9/13/1999 . 1060 6 115.5 . 13.0 1 90 , -_2541$ 480050 ; :. >:741;640 57 .9/13/1:999 25418'. 480025 742730 1060 S G.' 164.5 13.9 2 91 358 9/13/1.999 25418 480055 742710 1060 2 103.2 � 11 0 Z. 90 359 9/13/1'999 .. .25418.„ 480050. 742680.: : 1060 S:G. 114.5 13.0 4 93 360 9/13/1999 '25418 480140 742680, 1061 2 117:0 10.8, 1 ,. 91 361 0/13/1999 254.18 480100 742700 1062 3'. 115.4 13:5 4 9.4" Converse.Consu ltanCs CCIEN-ROFFICE\JOBFILE\1999\81\99-1`1'2\99-112.fdt ; 99 81 112 50 January 21;2000 Page A-119. +.,..,, wY' .�, _� .._.,��_u ,. ...z�., ,. �.�,.,.. .µ, ,£� rm�-� ,����. �,.,.g.��, ��'� , �>k, �Summary-F,of�Field�Densit �<Test•Results:>K; � �� �� ��� .� � � � ���� .xr ,x..-,. ^.tr<n .� � . a�. fir,. ..R� ,. ,� r,>u€�._,.. � .: , �„• .. � .� - ,, :,,,.x „-..�, ^..< n..... ... ... ..r.i .,,-. `r --`' ..-,,1 , .: '# 'w. ,. �.; ._. 6„ -�L�-`,a•. ... rw.'::. Soii ti- .;K k�e' Y. arks Rem , b� .. �i o-Y...t#. . s.,..-_ .,f�'t. ,e.. �'.....:,;,_, _. §.+, . ...,.. a. :-&S ,w. m:.....� "5 r:. .r. 0 .b.. .:.J P „ u>*� ..�...«£ 4-r•' �.. s< -+ _+t �^ „�.«a .362- 9/13/1.999 : 25418.; 480030. 742730. 1063 4 :126.21. 10.1 1 98 363.. 9/13/1999 2541.8., 480050 742700 -1064 - 122.7m 9.6 1 96 364 9/13/1999 2541'8 480000 742665 1065 7 _123.0 10.0 1 95 365-'',9/114/1999 25418'4 480000 74137Q 1059 12 116.3 8.3 1 90 366 9/1411.999 j 25418:.. 479930 741500 11059 11 1'18:5 9.6 '1 92 367-• 9/14/.1999, 25418 479015 741400 1060 13 . 1.1:5.7 13.0 1 90 368 9/14/1999 25418 480000 741660. 1060 10 11;5:9 '11.6 1 90 3.69 9/14/1999.. 25418; 479850-:, `741320 1064 14 T17.5; 11.9; 1 91 370 9/14/1999. 25418 479910 741475 . 1:061 1.1 'It 11.7 _ 1 92 371 9/14/1999 254.18 479970 741600 10611 11 T. 116.5 12.0 1 90 372 9/14/1999 25418 479980 741700 1061 11 117.0 9.8. 1 91 373 9/14/1999 ' 25418 480050 ,: . 141700... 1062 _ 8 1-10.7 19.0; 1 86 Failed, See 373A MA 9/14/1999: 25418 480050 741700 1062' '-8, 115.6 - 1.3:0 1: 90 Retest of#373- 374 9/14/199 ' '254.18 480030 741680 . 1062 8_ 1,43.7 1:5.7 1 88 Failed, See 374A .9 ' .. _ 374A 9/14/19919 25418 ' 480030 741680 1062 8 115.5 13.5:' 1 90 Retest of#374 375 9/14/1999 25418 480000 741565_. : 1062 12 114.8 133.0- 4 93 - ' - 376: 9/14/1999. , 25418 479935 741520..- 1062 _` 12 .. 112.7 14.0 4 .92 377. 9/1411999 25418 479940 741450 1062 14'. 115.6 T2:5 1 90 378-. 9/14/1.999 25418 479825' .741300 1062 16` 126.6 9.6' 1 93 379. . . 9/14/1.999. 25418 479830 741400 1063 13; 120.3 11.9. 6 . 91 380: 9/14/1999 25418. 470950 741'400 1063 15.° 11'S.8. > 12;5 1 90 Converse Consultants CCIENPOFFICE\JOBFILE\1999\81199-112\99-1'12.fdt 99 81-1 Y2-50 - _ .. 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' 451435 74.1000. 1090 - 3 119 1 10.7 7 91' 523`., 9/23/1990 24136 481610 74.1160 _ 1099 4- 119:6 10.2 7 92 524 9/23/1.999 241:36 481515 74:10.30 1094, 41 117:5 9.9 7 90 525 9/23/1999 : 24136 481360 740940 T087 5. 116.9 - 11;2" 7 90 Converse Consultants CCIENIIOFFICE\JOBFI LE\1999\81\99-1'12\99,112.fdt 99781-112-50 January 21';2000. .Page A 27 r : .,,.: ar d *:..:"' ...:x;: 6 t...a.?„ '%_v:a f�i us.:.:.,:ten ,,s.>:,..� . .. rT _ .:� . ..< w _ . . .�TABL E,Na=A.1 :. ....�.'.. -.,1+.Sa '� p '. ti: .,k,. 2°,•f A- !�. . .,.`•�-, F:t. ?:tt ., ->c.. t++"5- .,.„,,"A . a's;y"�,xna' a. s•+fir ,_.,�. < F'�„�' ;s -..K s� _ :a:�,. *" t.- d -.�*�',s ,F`� # a.s" . .,. �.��, aryof,:Ffel ensitY{TesY�Results�F�_•:.��: ,�:�- w� .�� r,;..� �,.�� Location. A r� ��� ox.�,.,A rox=Fi . .>, -r . �r„?P , .,gf,., .. � �T act sn . ... � .. ,n. r.. � P .: ,,. rPa t _ n ,_. w .,u� Evea BelowTes _ m..�. � � . ,. �. 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".+� ,.. ♦ ..,<,.,p,.. enr.:a._i .. n..,..e, No.�,.... ,. .: .,. � .T e o , < Yp ( ) .� x ., ;+S .. «,.;a,t,.,. .e:,�rw„1�-ise,-_.�'�.�..<M �`.x.t,<�•.�.i;?.�,.,. �.,:,,.«4�.�+�"a3.....x>.��`t,?a�".^v'.k>�.'\�m�et�x.��r,a',.<r�,�.Y..�,..4..>sn v> ..,a,.,,.,.-<.�w,.�? :...+s .� r F�z ._7�.._�,>,r z*:'�a ��.a� .:�- x„�3 at.,r_a..:, �. a r,..t+'Ca>,Sa.. 568 10/14/1999 24.136 481390 740820 . 1089 4 116.1 -11.6 4 94< 569 10/14/1999 :24136 •481040 740750 1071 -4 115 8- 10.8 4 94 570 10/14/1999 24136 -481:300. 740730 1085` 5' 118 4. 12.6 . 4 96 _ 5.71. 10/14/1999 24.136 481540,. 746980. ...; 111 00 6 118.2' 9:4 8 • : . ... . 94; 572., .10/14/1999: 24136 481:160, 740750 �1075 5. 117.5 10.4 8 94 573 10/15l1999 24136 48.1460 740690 1094 .3 . 114..7 10.3. 8. 91 Sandcone Test. 574 10/15h,699 241.36 . 481650 : 74:1040: 1.105 4 115.8 8.6 8 92 575 10/15/1999 24136, 4'81370 .740640: 1087 1' 110.6 9.7 8 88 Failed,See 575A 575A .10/15/.19991 241'36: 481370 740640 1085 4 .115.8 10,0 8 :92 Retest of#575 576 10/15/1999 24136' 481560 740710 1091 1 117.8 10.5 8 94 577 10/1'5/.1999 , 24136 4814;70 : 740750 1692 2 116.2 10.6 8 93 Saridcone Test 578 10/15/1999 24136 481360. 740520 1088 2 'll7 2 122- 8 93 679 10/15/1999 241.36 481290 740580 1085 2 116.5 8.5 8 93 10/1,5/1999 " 24136 481450 740630. 1090 3: 119.4 1.1.5 8 581 10/1.5/1999: 24.136, 481480 740600 . 1088 2 119 9'. 12:8 8 96 582 -,10/1:5/1999 241,36 481600 7407.10 1101 3 119.2 10.8 T- 91 583- .10/15/1999 24136 481440` 740690 1091 3 121 2_ : 1-1.1 7 93: 584 10/15/1999 24136 - -481420 740760 1091' 3 11`7.9 11.3 7 90 586 10/15/1999 24136... 481540.: 740210 . 1094 3.. -11'9.1. 12.1 8 95: - 1071.8/199 - ..' 586 9: 24136 481940 741.350. 1,125 3 .., 112:4. 12':8 4. 91 48,1870 741420 1123 3 . 112.4 . 121.0 4 . 587 10/18/1999, 24.136 91 Converse Consultants. CCI ENT\OFFICE\J OB FILE\1999\81\99-112\99-112.fdt _ 99 81 112- '50 January 21,2000 Page A-30 ` .,w7:. ., ..02 .* .':++ - ;:•^- '2 .� ,° `-r C4 - y $ ti , TABLE NoAk1 e r :ra -„, < .. ..z'.; 4r+r ,;e �,o.,,.:R z' •-:; r --. ,$3...�,',a =�.- �; - a. Summary.of Field;Density,=TestResults t'x ! , ..< m , .. ..- h. .,... �r L.,.,s'v^, s.::d ,.. 'i r-.ra.:: a'i.* - .: . e ,.v- .fi+S: x P•., .... _ A::.., ?„ �. a,',.'+,�r,.:,t ...:^3 '' rek P „ ,., • x ',* }.,.�'L,.+r T. ✓ re;, r:1u x 2 - rr «. ., ., 1 . ? Location ._ :xt �,. A rox.- aA roxF.III ,D Moisture , ,.- . Test :. T s ,. - �f e t Tract, wx . s, �... : . k ..., .. .. � �. ....,- �, ... � ,- $oil Com action x , . r r,Evelat�ond: Below.Test<< Densi N .� :., - ..� �. �•-,: � � .� r _. :r .,C,ontent� ,. �. ��. �^- � Remarks ,., s No _ . Date «..,No,r4 t z, �_.. •., , .. _, , 5 . ,. R., ,.... . �.,.� �,,,�. ,.,North..�x -�...:East,... � ,t ��� -�-� -,�. �. ..,�. ,... .x.:.��u ..__.. �:�,.,,- , ,:, :a .,.<.,., r�.,h, ,.ma �... .588 10/18/1999 24136 481920 741460 1129 4 106.3 10.5 4 86 Failed,See588A. 588A 10/18/1999 24136 481920 : 741.460 1129 4, 1.13.4` 12.5 4 92 Retest of#588;: 481990 741350 132 4 110.9 13.6, 4 90 589 10/1.8/1999 24136 1 590 10/1:8/1999- 24136 481780 741320 1115 2 1 T4.8 11.6;. 8 91 591 10/18/1999 ::24.136 481910 741400 1.123 3 115.6_ ' 10.4 8 92 592 .10/18/1999 24136 481960 741480 .1131 6 115.1 12.A 8 , 92 593 10/18/1999; 24136 481890 741330 1123 5 1;15:9 13.8 4 94 . 5914 10/18/1999 24136 481950_ 74.1420 1128 - 6 1.1.7.2 12.6 4 95 595 10/19/1999 24136 482020 742320': 1.164 1 1103 12.0 4 90 596 10/19/1999 24136 48'1860 742380 1128 2 115.7 9.0 8 92 Sandcone Test 597 1,0/,19/1.999 24136 481980 742380, 1133 1 113:6 9.8 8 91 ,.598 10/19/1999 24136 482f.60 . 746380- 1135 1 117.2 6.0 7 90 _ . 599 . 1;0%19/1999 24136 482430: 742350 1151 1 118,0 8.9 7 91 600 10/19/1999 241.36 482280 742350 1144 2 118.6 9.4 7 91 Sandcone Test 801 9/14/1.999. 24:136 480950 740425 1069 1 1 1212 9.3 6- 92 602 9/14/1.999 24.136 4808.15 740510` 1094 1 122.3 10.0 61 93 603` 9/14/1999: 241,36 .48o820. 740440 1069 3 116.2 11..7 3 96 604 9/14L1999 244361 481000. 740490 . 1070 2: 119.8 10.5 3 99 605. 9/.15/1999.'. .24136, 480700, 740780-. 1067 1 123.0 10.3 6 93 606 '9/15/1,999 241,36. 480670 740610. . 1065 1 121 8 9.6 6 91 607 9/1.5/1,999 24136 480890 740430. 1071 121.2 . 1=0:8 6 92 Converse,Consultants CCI EN-ROFFI C E\J OB FI LE\1999\81\99-112\99-112.fdf 99 81 112 50 January 21,2000 ,Page A-31 •. .: ;-. >..zr,..k ._. . F;W,,.... t a w} sa'zIM ax q. .. h._. :, r. rr xS '„ ?.. e ,•. :- w ;Y--.. -,...., 'Y.,.k ..,5.. �..� P ,._., m ,,.x_. e cv. ^k= ,..'-r.• +' .,vt" t. .- 6 tom.._... .�'....a a._ ,�. k,x.tt ..:� „>. -� �r.:�. .. .i:w,-XJ x u�..._• '. Y�, '{ �, F ,.,�a -d'.. 2 .. Z` ,...:"3'"l •_:,s'�". 3.xs,a^. �€.,. rd',i �"�i �='1 :3v �- .F ._;�,`.•-. x. ,:: q . rt. f �fr ,..:,� _,a ..,1� � �.,k ,_S � ..-,�.ar: F.'�.-. ;..,: � e.' •axa ,.'.-.,.,,, � .., r--. sf r x ':5= . .�: ye». ,. ,5 s.;�t�. �...... .r.-..,-... ;�?��,§.,:;�'� LOCatiOn.,,,sx� ...,.;.. X*a.,� f.� 3'. �'x,..;� ,r- -:� vas ,.rz':.. , ,a, z� .$� € .. l,'EB, ��O�� .A A rox.y�� A rox.Fill. D Motstuce : .. wY,>;. W .M1 «.:;s ,,.:r< �� v 7: .3':: -. _. �Test... _,� .Test � . T.ract � ., «_g�;,e ent _... �, ,w.._ �,� -. �,,�� ,.,.,h . .North ,:,� �. �..a. .a '� .r .„. ,*,Sz - ,. :a,k c;, .*-3.:7�,..�:.;.»�..� ..L .,. .,-*„ . : :'�-`„�^:>va., ....€ > ��=ax�.� ,-` �;�"'�,."1, "i..P,-...,-vra..,,,r+,m a-��.f# s x.:,,�:��. .�.,x,.,:•Ma��.?F�,,..r ,�,.',n"' ---.�''r.. "N.� a„ .�...�;�, �,� w.a. ,.,�'?6 P...,3 g =%v',;: - 608 9/15/1999 24136 .480760: 740625 1067 2 119.1 10.5 6 90 609' 9f15/1999 24'136 48070.0. 1066 2 124.4 9.0 6 94 610 9/1.6/1999 24136 486780:, 740735 1.065 _ 1 :125.7 10.8 6 95 611 ` 9/1:6/1999 241.36 480630 740620 . 1066 1' 120.7 .11..6: 6 91 6.12 9/16/1'999 24136 480780 740.825 1067 2 121.0 10.0 6 92 6:1`3.' 9/16/1999 •740660 1,065 1'. 121,9 10:3 6 92 24136 480730 ..480810 740020 1067: 2 123.0 7.8 _ 6 93'. 6T4 9L1.7/1999 .; 24136 , 61.5.- .9/17/1999; 24136 481030 . 741.040 1069 2 120.4 8.9 6 91 Y 616. 9/17/1999- 241.36- 480950 741045 1070 . 4 119.1 9.6 6 90 61.7 9/20/1999 24136. 481070 . 741110 1072 2 120.4 9.6 6 91 6:1:8: ' 9/20/1999', 241,36 480770 .:740770 - 11069 3 120.1 7,8 6 91 . 619 9/20/1999 24136 . .48'12.1,5 74.1,120 1076 2 124.4 -8.5 + 6 94 620 - 9/20/1999' 24136' ._ 481'040 741080' 1072 4 118.8. 9,3 6 90 621 9%20/1;999 24136 . 481160. 7410.60 - 1077 .3 120.7 9.1 6 -91, 622 9/20/1999 24136 4807,70 740840 1068 5 118.2 8.5 6 90 623. 10/13/1999 2541.7 480950 - 7421,25 1071 2 114.1 8;2 8 91 - 624 10/13/1999 25417. 481000 742125 1086 2 119.7 '7.0 7. 92 625 10/13/1999 254:17 481200 742100,-'. 1092. 2. 117.5 7:5 7. 90 626 10/1:3/1999 25417 481400 `742075 --1098, 2 117.9 9.0" 7 90. 627:. -10/14/1.999 254,1:7 480650 742075 1'072 2 121.9 8:8 7 93 628 10/14/.1999 :. 2541;7 480800 742200. 1076 2 112.8 14.9 4 92 . Converse.Consultants. CCI ENTlOFFI CE\JOB FILE\1999\81:\99-1:12\99-112:fdt: 99-81-112=50 _ January 2fi,2000 .: Page A 32 ;. ,_ r. . x ,. .x, ..,. .... ,. .. e= _,,.n... , : f._ .. 7 ,. .,.,�, ` ::' >a.•,.Y' ,x -�'. ,,: :a`E` E :.', ,., _ .. .. e. ... . . w,. R '., ... x ,.:,:„c,+ �- t. .,.. -.a..,.-,s '"�'`.. ,. "..... .,z `2 .r ......,->z ;.1 a: f.�...a.:t i"">•=.i *-, n..,.o-,i ...g .�k:., 2.. E f "h '.,...,. $x ; .,x+' ..'fis... w. °-4 ... d3:._.. '.: °5 it a•:v ' . 2" 3 TABLE,.No.A..1 . , .._ �, .: . , .-. x � .. .., ... , n _., r, .....,. ,,. .�" �:.�'�h.� . ,u v w:. 3. ..,,..3...g .. 'Wv..: :TABLE :t '%. ..4-. ........ ... ..-..,." '. .,�r c ,...z.„ ,... , ,,,._. n, ,4. Y S. ,.i..... s. -s5.,.._.se a.a,.. _,,..a.�".s -�. w -`:e'.... ..:.ro,a}k„ - r k �� ,'-,°:r�F�:.&��a" ,.s-. � 5i �" .. ..,. .. -, �^.r,.. �. .,., .ar .,-.: �• : ,r":.. .s ,fix...,,, �.;,:�; x�r x �. ry�of�FieidxD :y x . „r a � .# ,r _ , . Location A rox. F r h.c, ,,�i ;: m_,.f., ».., :l4 rOx,9711 '() MOIStUre x 3 a c est .Test 1 Tract .. ,.._. w �., w . .. :;-: .._6, ,...,.�,.�, ., r ,„ ,, Via.-"'r.. :..�,:�:".�'= . '=-+'_a, ;... ..,. .zw ce •. _.,% .. ,,,,, _Soil�, Gom action - u.. sxY ^a a7..,.�' a .,x. „',<rr. ...yr :,;:,.. ;=i: :u.. .s.'*• L'�, a :�+.,ue; m. %G .....:g- „ Evelatlon Below Testy n Densl Content r s att . w. �. ., ... � �,.�, �.:.� .=�� ..:- ., :.•,Date <,, No. �, ;,. , � , .< � a a 4 �,�. -A, �, � ��, .�• North w. East n, .<;°� 4•:. .,... h. ,,. .... Y.. ...,.. 3....,e,3•..)7p § �su :.,� e.. , ? ...», ,a•-1 t � '€s':'v,. Y'.. i. ... w„ ..w- ,...-.....- ,.u.... N� 1 < ,,..r,.• .,. i �"•A , :3 ... , .... 4- F• ^s . , .z 629 10/14/1999' 25417 481110 742000 1086 2 119.8. 6.8 7 92 630 1Od14/1999 25417 48'1300 742000, 1091 2' 119.5. 7.1 7, 92 631, 10/14/1999 25417 481200, 741600 1086 2 1.12.3. '11':3:: 4 91 632 ' 10/14/1999 25417 .. 481000 .741800" 1088 2 1.18.8 7:1. 7 91 633 10/14/1999:: . 2541 T 481200 741 920 1:090" 2 116 9: 7:4 7 90 " 634 10/141.1999' 254,17 .480700- 742000 1074" 4 t.12.0 10.0 4 91 635 10/14/1999 25417 480350 742250 :1062 2. 918:9 9.3 8 95 636 , 10/14/1999-" . 25417 480400 ;742;100 1065 2 1:09.4 5:8 8 87" 'Failed; See.636A 636A 10/141/1999: 254.17 480400 142100 1065 2" 113.3 7.7. 8 90 Retest of#636 637. 10/14/1999 25417 490550 742200 1072 2 116.8. .7.2 7 90 638 10/14/1999 254.17:. 480700 742128 1`073" 3 1'16.0 3.3 7 89 Failed, See 638A 638A. 10/14/1996 25417' 480700. 1073 : 3 1'24A 6:1 7 95 Retest of#638 - 742125 - : 639'. "10/14/1,999_ . 25417 480850 .' 742250 1078 4 118.4, 7:6 7 91 640 10/14/1999: 25417 481200, 74.1860 1088 2 `1-10.2 12.1 4" 90. 641 t0/15/1999 25417 . : 480200: 742600. 1067 5 1 17 7 '. 9,5 " 8*, . 94 642 TO/15/1999. 25417 480200 742400._ "1065 5 120.5 9.9 8 96 643' 1 Oh15/1999 . 25417 480300 742300" 1062" 2`'_ 118.6 11,.3'" " 8 95. 644:: 10/1f5/1999 ::�"254'1:7 480650 74.2200 1075 5 1'16.9 9.8` 8 . 93 645 10/15/.1 1.999` . 25417 480100 - 741:850' 1060 2 118 7 1'0.9 7' 9.1 646- 10/1'5/1696 25417 480275 741700 1063 2 119 0 11.7' 8 95 647: 10/15/1999 25417 480400. 741525- 1063 3. 115.3. 11.5 8 92 :Converse Consultants CCIENT\OFFICE\JOBFILE\1999\81\99-112\99-112:fdt 99-81-112-50 a J nuary 21,2000 Page.A-33 - o- _:„ +... e __ .,:,yn� s tr,`��x�, a �r�� a :r � - r+r. .�. ..,...a. a� �'" --:r4 .� - :e`-.� a `' ,;k' u.as. ..,�- ,�`�r ✓ . � r h- a. •ts.;,f^rv,: :�"`i .��'^ ,.t �'x. 'S..e F ,R. x,a�K:. s� 3 - %� y. ;.r `� ' � . k z.,.!s.e_ :*.:.a. .... .i..i:_A.-...,m ,.-. ..�.<. ,c. •:,- - �tw..i; :{....... l.,...k ,. Y ,:y ._Location A rox.- , ,. LD Moisture . .:..k.. . ,, .a. + „%- .., -.v ..u.: .�, - twTest.. , Tract...; :� �� : Evelap nt ;Below Testy ,.;Density Content Remarks No: Date No. e NorthP :East`'. a a TYP ( ) ,.,. _x ft p / , �. I /0 �'-' �''� 6,48 10/15/1999 25417. 480475, 741900 1070 2 120.4 8.6 1,7" 92 481560- 740400. _ 649 10/1:8/1999` 24136 1085 : = 0 1.13 2' .: 11_6 8 90. 650. 10/18/1999 24136 481510 .740670 1099 1 1':1'2,Z 12.3 8 90 65.1 10/18/1999 24136 481330 740550 1i082 2 1'19.9 10:8 7 92: 652 10/18/1999 24136 481550 740900 1;096 2 117.0 10:7 . :8`. 93 653 10/18/1.999 24136 481990 741430 1131 2 114.5 122: 8 91 . 654 .10/18/1999 24136.:. 481850. 7411350' 11'18 3 114:5 11.'6' 8 .91 655. 10/18/1999 9.2 7 94 24136_ 481,650 .. 740890 :. . 1107 2 122.5 656 10/18/19919 24136 481630. 74050.0 1906 : 3 11.7.0. 10':8 7 90 657 10%18/1999 .24136 481650 . 740770' ~1'108 2 1:1TO 11.2 8 93 658. .10/18/1999 .24136 481440 740100 1087 2 112.5 10.6 8 90 659 10/18/1999 24136> 48150. 740420'. 1089" 3 121.5- 12.2 7 93 660 10%18/1999 24136 484250 740470 1082 -4 113,9. 7.:6 7 87 Failed, See 660A 660A .10/18/,1999 24`1r36 481250 , ,' . 74047.0 1.082 4 1.20.2 10.9 7 92 Retest of#660 661 10/18/1999 241.36 481770 :'740850..: 1114 1 1:14.6 `9.6 8 91 1102 2 -121,.2, 662 1:0/18/1999 , 241.36 481630. 740650- 40.1 7: 93 = 663 .10/18/1909 24:136 :. 48 350 740670' 1!088 5 106,2 6;0 : 8 85:: Failed,See 663A 663A :"1 0/1 911 9 9 9, 24136 481350 740670: 1:088 5 117:0 10,7. 8. 93 Retest of-'#663 664 -- 10/19/1999 24936 481650 740360 11;09 4 . : 111:6 10:9 9 94 665.: 10/19/1999' 24.136 481560 :740580' . 1101 4' 114.5'. 9;6 8 91 666 10/1'971999 - 24136 480320 741530 1;064. 3' 118.1.,. : 10.8 7 91 Converse,Consultants CCI ENT\OFFICE\JOBFILE\1999\81\99-11'2\99-112:fdt 99-81.112 50 '.. January 2:1,2000 Fage.A 34 _se .,:.. §'...,. Cry..... . • ...�.� .,� .... :.<.. af�e'�r., � ,. `w n�,- xt > e. r a".. ., ;x„. :!c-:.., 8 ,. . � �� �. ,�-,� � m�. �� : . -� .�,.. ,.• �'-.� TABLENo.SA 1 4x-•J�� �, ,. � �: s ,� . n�a. . - � �_ ,..sT z �e,.>5�` ,.,a .. ::.,.�... ...,.r..,,_ r.._,.--•; rs`k ,�,�,+.^.. . _.. .... ,s _._ 3: ,, .n.:a xs -.,, xM . ,. :sr' .-` x�sY. n .. .,. ..�-. •... .j: - . . . . . :.+.: .., Cl x.: - x, t v r'ti':.. ..3 .x..i'.+Xr a, ,;.., ..°M • . :* .& '.-....A ..< .,t a, - - . ^.. s ,.:. e.. ti.„v.":....R` .n..., tw. _,.*, ,_,Y ,z.;: -". +,?s^%: `• `&x:. - Ott: { ,"'- ?+ \ `4" '1• ,k 4 �: .,AD .�:.Motsture � ��.: fi. ,. .. x. . ,.x_, Sotl. aCom action . r , •�..-..,., .,ram*, ,ta�'•a ::, ., ;,: ,.:,. . n.,.��; ,_. .E,, ,..r.e. , : �r Evelafion .,Below Test ,,..Dense Content� ..,, ,.:,x .,-��- ;. ......P.*,� ..,.....,, :s .,.r ,.. s No.«., ..,. Dater ..No•... a ..., ....., < ... ,._,. - ..._. _. . .,-�,�. .., .<.T e o .•�� r 4 .., ... , A..,Northw.. .t_. J.. .`.s, .y. .. ,.,g., 4 A•ka?:., ,r t i .. ... F ....: .......... ....N:.,. ...i`.: .-=.a -. .w r,..,... {"" ,..,x. ..i._-.. 667 10/1'9/1999: :24136 480680 :741760 1065 2 .:113.4 11.1 9 95 668. 10/1911999; 24136 481140 .741480 -1079 4 116.4 9.8 8 93 669 10/19/1999 24136 ''480980 7,3 8. 90 741690 . 1077 ' ' 3 113.2 . 670 10/19/1999 24136 480830 741,790. 1074_ 7 1.19.0 7:1 7 91 671 10/20/1,999 24136 481850 742380 1030 3 124.3` 86 7 95 672.. .10/20/1999 24136 481800 74237.0- . 1628 2 117.0 7.1 . 8 93 1034 3 114.5' 673 10/20/1999 2541 T 482980 742370 9:0, 8 91 6.74 10/20/1999 . 25417 481300 742360: 1-103 2 109.6 11.1 � ` 9 92 . 675 10/20/1999' 2541.7 481070 742380 1088 2 11.5.6.. 9.6 8 92 676 1.0/20/,1999 25417 480870. 742210 1077 3 112.1 12.0 9 94 1066 1 119.1 677 9/17/1999 24136 480870 7.4.1040 , 10.0 6 90 '. 678 10/2.1/1999 25417 481300 74M0 111.3 4 121.6 10.6 7 93 679. : 10/21/1.999 ` ':25417 481020 742360 1090 4 .119.0 11.1',r, 7 91 680 10/21,/1999 25417 480630; 742480 1070 2 120':9 9:8` 7 93 681 1,0/21/1999 25417. 481230 742350, 1114 16 118.3' 12.8 8 94 682 10121/1999 `. •:25417' 480700 742450 11085 1.1 114.6 11.6 4 93 683 10/21./1999 254-17 .480980 742380 `"1095 12 121.5 -11:0 7 93 . 684 10/22/1999;. 25418 480050 741840 1.063 10 108.5 11:6 9 94 685 10/22/1.999: 25418• 480090> : 742035. 1'062 9 109.3 1218 9 686 10/22/1999 25418' 480000 ` 742070 t 1064 t0 .: 1`14.4 12.2' 8' 91. 687 `10/22/1,999 25418- 479940 741800 1064 . 12 112.8 8.6 8< 90 Convetse Consultants CCIENI OFFICE\JOBFILE\1999\81\99-112\99-112.fdt .: ern ®, �� -�r ® . wr ® � ® ■rr ® � ® . r� ,r : r� �r rr .r 99 81 1.T2-50 January 21,2000 Page A-35. .- ,. _ x ,.,. _. ;-t.. ..,. ,�' .... 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'25418 480400 7,42400 1060 0 112.5 8.8, 8. 90 716 9/20/1999 „ 2541.7 480000 742200 1066 0 112.9 10.7 8 90 717 9/20/1999 25417•. ,480400 -;742300: . 1062 2 1"115.6- 12:5 < . t 90 718 9/20/1999.. 25417 480300 742400 1073 3 1148 117 8 91 719 9/20/1.996 2541'7 480400 742500' :'s 1064 4 114.3 '11.5 8 91 720 9/20/11999 25417 480600. 7.42300 1075 4 116:8. 12,.0 1 91 721 9/21/.1999 24136 480825 740600 1067 2 •120.9. 9.9 5 91 Sandcone Test 722 9/21/1999` 2413E 4808.30 740800 1'068 4 119.2 11.0 6: 90 Sandcone Test 723 9/21'/1999 24.136. 480930 741000 1.068, 3 116.8. .r' 11•,3. 7 90 724 .: 9/21/1099 24136 : 481000 .. ' 741060 1071- 5 119,3: 10.4 7` 91 Saldcone;Test 725 9/21/1'999 .241'36 „ 481125 741120 1075 2 123.0 10.8 7 94 Sandcone Test ' 726' 9/21/1999 24:136 480800 740500 10.68 2 118:3, 10:1. 7 91` 727 9/21/1999'. 24136 480800 740800 1'.068 4 117.7 11.0 . T 90. 728 9/21'11999- 24.136 480875 ..' 740940 1068 4 125.6. 7.6.. 5 94 Sandcone Test 729- 9/22/1999 '. 24136. 481760 74t950 ?1.1.8 0 _...: 119.4 9.3; 5 90 -- Converse Consultants CCI EMIOFFICE\JOBFILE\1999\81\99-11'2\99-112.fdt - _ 99-81 112 50 January 21,2000 Page A.37 , *r E.. i s; z.-} ,P a,:,. a n <. _.,. ,.,: .- ,.. '"", ,.. ,..�d., ,._ - a .. ;;r ,h, s t - €.s: r x ..x ,...,,�. v ....r. n,#`_.' �- t.,u, -. ,�.: n1'S,.Y"F ,...'a.. , 8 ....„_. .� r} +: ., --e„,.._ n -. f.,i•.,.. :;- �"aae, .,....`ee. ax-....�"7+ ..z � _.. ,., . ...,. _ P .,�. ..K ., a.�� r > c - ., •�, TABLE N ., 0 a k. .�. li.V., �,- rywo fty.Test:Result � ,.� 4K�af,}.::T= F _.`, p u.s-. ..'*.{rY YT ,• S'{.;-. ^5 MR''c: y ,} - xt., ] �,r35t x...:1VOW, n. 3✓:-.'t+fr .._ei._ , , T_x.:Y.. kx wy rf�a'+`'' ,,.7a fi, a...._,.. x. C. _;..,�1.51,7111"If .,.,.• Lo atlonA o a �..._ .._V �_.,. r x,,, A rox Test.." . 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Sandcone Test • 737 9/22/1•999 24136, :481840 7418010: 1112 0 117.8 .7.3 7 90 738 .. 9/22/1:999.. 241`36. . . 481865 741800' 11.14 2 ` 117.4 8.0. 7 90 739.'- 9/2211:999_ 24136., 481900 `. 741780. . 1115 3. 119.7 7.1 7 92 9/22/ti999 . 24.1`36 740 481870 741775 1116 4- , 120.8 8:9" 7 93 741 9/22/1,999 24136: 481826. 741775 1118 .6.- 119.9 9.8 7 92 742 . 9/.23/1909T 24136 481880 741780 11.1!9 8 ,. 117.4. . 1:0.6 7 90 743" 9/23/1999 .24136 481,880._- 741740. : : 1121 10 11.8.8 11.3, 7 91 744 ~9/23/1999 24.1:36 481800 742260 1426 0 . 11:9.1. 91 5 90 745 . 9/23/1999 24136 481800, 742200 1128 .. 2 124.8. 1:0:0: . 5. 94 Sandcone Test- 746' 9/23/1999 24136 481780 7-42240. 1r129 . 3 121.1 9:5 , 5 91 .747 9/23/1999. 24136 481775 742030 1128 0' 119.1 ." = 7.8 5 ' 90 ; 748: 9/23/1999. 24136'. 481785 742140 11,29 2.•. 119.8 7.1 5 90, 749. . 9/23/1+999 24136 481775 742195, 1.130 4- 119.2' 7,3- 5 ' _ 90 750 9/23/1999 . 24136_ 481850 741900 1'114 0 ` 118.8. 6.7 7 91 Converse Consultants. 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East .f. s _ .. r,...; "Awn. x , ,. - ..- 751 9/2311999 24936. 481100 741920= 11.1'5 t 117.9 9.9 7 90i 752 9/23/1999 . .: 24136;: 481875. 741925 1117 2 1`21 6 6.0 5.. 91 753 9/23/1999` 24136 481790 141225 11;37 6 114.7 .6.2 6. 87 Failed,. 753A 753A_. 9/23/1999-:'. .24136 481790 :. 741225 11.37 6, 118.4 7.0 ..6, 90 Retest of:#753 - . ::."754' 9/23/14999 241,36 481730:. 741600 1113 2 420.7 8.1, 5 91 755 9/23/1'999' 24136 4818090 741600 1123' 2 1.17.7' 10.6. 7 •90 756 9/24/1999 25418 479750 741940., 1'.062 18 123.9 8.3 1 96 Sandcone-Test 757 9%24/1999' 25418 . 479800- 742000 1668 12 116.9. 7.4 1, 91; 758 9/24/1999.. 25418 479800-" 742200 1071 15 11.6.1 8.0, 1 90 Sandcone Test 759. 9/24%1999 '26418 479841 742250 1071 15 111.3 8.1 3• 92 760 9/24/1999 25418 4798310 742300. 1071. 15 11:0A - 8.6 3 91 Sandcone Test 761 9/24/1999: 25418 479765 742400 1071 11 116.6, 7.0 1 90 762 9/24/1999 25418 ` 09800 742450 1072 `12* : 11'6.2 8.6 - 1 90 Sandcone Test 763- 9/24/1999 254..1.8 47.9800 7.42600 107.4 12 115:7. 10.0. 1 90 764 9/24/1999. 254.18 479900 742600 1073 13 - 11-0.7 8.0 3 92 Sc 765 9124/1:999 25418 .479910'': 742725 - 1074 10 110.9. 7,7 ; 3 92 766 11/1/1999' 25418 480160 742650 082 24 110.2" 1'5.3 9 .93 767 1.0/1:171999: 2541$ .479780 741260. 1070 . 20 110:4 7.6, 3 9:1 : Failed, See 761A 767A 10/11/1999 . .25418 -479780 .741260 . 1070 20 114.1 8.0 3 94 Retest of#767 768 10/11/1999, 25418 479930' 741725 ". 1'070 1'9 111.0 6.2 3 92 769 10/-11/1999: 24136 481525 74,1:000. 1096. 0_ 116.5 7.9 8 93 Converse.Consditants' '.. _. CCIENT\OFFICE\JOBFILE\1999\81\99-1.12\99-112.Jdt - 99-81-112-50 January 21,2000 Page A 39: .., `-✓: 3 x"`.,'- 3....fir, a..:. tYh - '-:'` L .. -f .n,: eS r. - Yr<, '. t i. -. ,.. �.n. .- � .., ., �.�;�� TABLE.N � - ,...; '-',r.,. { s..?. ,„,W... v .,.,r, '�- ...4x, •h. �4� -, ':. �•,,, .Y:�-- ,..�. �:.., .k,:.:_ .. � �-'#'r ..,; .... ,s'y'.,,. 3..„N�.....s. ,,, ,. ... ^e ;. G,.. .�-a '�,R�. •� r <.,-'.h' -' =s,,. =,a^ 3�' "`",,yr ,,r:� r �^r,.:�., <.�� _.. .�� u,�.Y .,.,.��,..,��,�f�� . ;.��._��:�:,.f ,;.,�.�.-:� �,� Summa ofsFieltl D �R � �• � ti � It �� iY_ e__ enslty�TestY esults �, __ ~, rxs,., der 4.X�,. r ..~,,, .-f�'k.....�:d'. ag.-. =" ^._: •' -,: :r:"� r.:,r: ... ?� t �. a -¢,u, • y; L , Locations x ,3 - c .c x r a t _f : H _ w,. , A rox. , <,A rox.,Filt Moisture . ..._Test . *-�,,:Test. Tract .� ., � _ .� , � .,.ww� � � ���.,�>� d hw ,,,: k R. ,,. 7 ,... .w »,»-. >, .., - ,< ,..., m..:,.,�,X,�._«:. {.v ,�: -.-.,« m '� :�+P.,a afr' .`rx{✓,ro z �- w.. w-wu< ,, _ . n,.w .:; :.. So I Co paction M . ..,st'`Ta.r..'•#h.` r ` �'i$.�* .r c: -$QIOW<_. .£ *;.• w, ,., :Evelatton Test .Densi #3 Content„r x :. _ ,North,_R, ,.f� ,- _ n.. ,. o ,.-�, ,:,.rYP r., � ,ii.,, .. , �:• x., �:,. .x NV, �.x 770 1O111/1999 24136 481500 740800: 1008 2 121.9 9.1;. 7 93 771 10/11/1999 .25418 479800 741310 1070 20 119.9" 7:5 : .. 3 99 1070 20 1 772 10/11d1999 25418 479910 741660 12.7 7:6 3 . 93 7.73 10/11/1999 254,1.8. 4`79975 74,1.630 1070 17 . 109.3 10.0 9 92 774 1'0/11/1999, ,25418 479950 741550 1070 20 : 1:08.9 10.2 9 .92. 775.. 10/11/1999 25418 479940 740400 1070 20 `111.0 7.5 3- 92 776 . 10/12/1'999 254:17 .481200 741$40 1082 2 121.4 10'.8. 7, 93 7,77 10/1.2/1999 25417 480340 741875- 4023. 2= 1.23 8 -: 10.2 7 95 778 10/12/1999 2541.71- .481000 741800 1079 2.. 121.7 10.0 7 93 Sandcone Test 779 10/12/1999 25418. 479600 .742400 1 1069 7 110.7. 11.3 3 91 78.0 10/1211:999 2541'8 479500 7420010 1 1072 10 11.0.1 13.4 4 90 78.1 10/12/1999 25418 479650 742600 11078 12 110.6 1:1.9 3 91- 782 1011.2/1999 25417 480800; 742000, 1072 2 110.6 6.7 8 88 Failed,'See 782A 782A . 10/12/1999 25417 480800 742000 1072 2 1 8.13.8 7:1 91 Retest of#782 783 10/12/1999 25417 481000 742000. 1079 3 11.5.5 &0 8 92 . 784- '..:10/12/1999 _ `25417 481200 741.800 1093 3 11.5.1 ;: 8.8" 7 88 Failed,'See 784A 784A 1i0/12/1999 ` "2541.7 48120E -7.41800 1093 3 11.9.7 7.6 7 92 _ Retest of#784 785 10/1.2/1999' .2541`7, 48.1200 741600 1083 3':.. 1161 7i5 7 90 786 _ 10/12/1999 25417 480625 742030, 1065 4 1173 ' 8.9`.. .. 7 90; 787. 10/12/1999 25417 480260. 742130 1665 5 -116.9 8.3 7 90- 788 10/12/1999 25417 '4MU 742075' 1074 5 118.8 7.5 7 91 Converse Consultants CCI ENT\OFFICE\JOBFI LE\1999\81\99-112\99-112.fdt r r, � ® . r r rr .r■r , ri ® r rr r r■ rr _ rr -. r ® r Jan uary 21 2000 Page;A-40. u d,..- 3..,.;mA:., q-.�w..ba.;.:^.i. .. .i, b 3.-.. __.#� kk .,s" - ... ..a•- fi. : z. �.,, x .. -°FLc, .. .< e .,. e .,at. ,.. n"r , WWI ,.z - ..._ .:,.: �. •.,.34. �,..... ...e ..,.t^{3v : .:ae .:a. .fc9X.- ,,,. ,, ..:r.. _.�4§, fi.. \ ;' _ �x - , � ,TABLE No.A 1. ,_ , t y, ._. M, ...M,. Egad, Ya:..+ r .w•.:#x4Y F 4',^�' F _a.. h" „,,.. + ..,, .,.,x <.. �6,• f�.. s: , S, �.� ..�. `,. �.lr:� ,��,�.,w;- r:.,n .h4.,. -. .... , -�. r.'�-,� «�."..e '�r'. a-,,. ;a,.,,__ ., ..>� w. S `tea „. ^ .�` i' >_ ;ke giro.: ,,; a fi, ,.,.z WV,,--. a"' 4 z „w �" .a." :5- ..�.. ��^'"1�' J ,;�.s�,:4SUmma• _ ;rF - �.. . s., <�.w .�� ,>_ ry�of_Meld,DensityTest�Results��tro�.��,�.� _��.��., �.,.�,..�, .. .� •..:> _. .,�< .,,., -.-. �� ...,�.���.�,���s .:.. ..._., 3.,5 :..' '"�.,`.Y#.-,"" - .. r.,, ti..:, R„., Xt TM. t .. ••s• ,'{x ° a - . rs's t.: ax... Ls�€r' *": ° k s ,. Locatwn, ..A rox ,�A ro a �,D �:Motsture _, . .., :,.� ,� �. :. . t ,. . . . .. M .. _ a .. .. .. r �. , Sotl Com action x r. _,.. r, : r �^.,-t a: , ..,�,.,zr ...x.;w. ., s ,�.W. :- p �.' u,a�:.; „.k; t ss . ..._,..,a. ...-.:, .a& srv;. .: .: k E ;,,, ._ a �Y r, x a ro ._. �.r � ....< Evelatton. Below>Test.n z,D6nst Conte t ,,. �,r �:a w .. " __.- _ O ,s .€., a RefllarlCS,. a, r • z .... . .;a.. ., a,» ... a,.. .... "*.. � a ._ North .. ,..a1Eas ;. ._. / . ;,. ... � _�... ,.u#>, ,az,a.,�'x�. -,.•»�x.�..rs�=n..� '�,:,.�:aun�ax.P,,.: �-�w_,.�,�.#., s�: r � �� ��. - Ana :,_,..o-,. �.�..W4.,.a. u:: .._. ;,} ,.�"�.�,.>#,..., 789" _10/1.2/1999. 25417 480600: 742200 1075 5 1`17.0 7.7 . 7 90 790: _:10/.12/1999: 25417 481275 741660 1092 7 118.9 9.0 7 91 Sandcone Test. 791 10/12/1999 25417 4,81200 741680 1098 7 . ':: 121.2 7.8 7 93 . 792 10/1271.999 . 25417. 480970 " 741030 1085 7 116.8.. 7;5 7 90 793 , 1,0112/1999 25417 481000 742000 1087" 7 117.7 7.9 : 7 90' 794, 11-9/12/1999T. 25417 481225 741810, 1092 7. 1.17.1 7.6 7 90. 795 10/12/1999 25417. 481000 74.1800 1085 7 . 118.4 8.3. 7 91. 796. 10/12/1909 25417 480715 741930 1073 7 197.8 7.5 7 90 Sandcone Test " 797 10/1.2/1999 25417' 480775 " . 741915 1075 7 11.8.7, 8.:4 7 91 798 10/13)1999 '25417 481125 741500 1082 2 ' : 114.9 9.1 ..: 8 92 799 1:'0/13/1:999 25417 480800 741800 ." 1075 . 3 1'45.6 " 9.5 8 92 800 10/13/1:999 25417 480700, : 741850 1072 2 ' 120.7 8.7 7 93 801 10/15/1999 2541.7 480230 7,41460 1059 2 :106.8 14.3 11- 93 802 10/15/1999 . "25417 480350 74,1700 '1063 .' 3 91.2.7 12;0 8 90 803 . .10/1:5/.1999 2541.7 •.480490 741670 1066 4 114.2 11.5 8 91 " 804 10/15/1999 254-17 480600 741800 1070 5 113:3 1`1..7 8 90 805, 40/1,5/1:999 2541.7 480550 741.925. 1069 4. 1'09.9 14.1 : 19 96 :. 806 10715/1999 ' 25417 480400. 74.1700. 1066 . ' 6 113 2, 1;1.0 .8. 90 807 10/15/1999, 25417 480300 741600 1060_ 4 108 3: `1"5.0 11 95 808 10115/1999: 25417 486506 741600• •1066 6 110.4. 14.4 ' T1 96 809 . 1,0/19/1999.`' 25417 480275 741600 1061 8 113:8. 19:3 . 8 91 Converse Consultants. CCIENt\OFFICE\JOBFILE\1999\81\99-112\99-1.12.fdt 99 81 112-'50. January 21,2000 Page.A-.41 ,.... .r. ".. ._.: x,.. a. .< °°r.,aeS k,=.' w .s+:k<'...w.>ti:'o.,fi wv - .. ,. x.. ,..J ,n .. �v.. s .<. _ r -.x.. $. .+P, x. 4 a: t' ' rv•v:'gf "'. .. 5,..'` "' {`k S ✓ sc,., .b .., - v.. . .,.,x... .,z<, ;,+ ,z.,,..5 x x t. -r .. s_c Y - .9` - :hs �F'..4,fi ''-..., ,.e ., ,,,i .r <; �, .. ....a,.., c,,,... 3"� ...a.. ... ,,.° �.su, s„ w,rfi --. r..., £,> x �t.Z-' *' .. _ ,. .a ._.. sre'.:-i r.'haN.,. ^� -:,T _ .3 a, s� ..:.. _, ._.d, ,c...r ., _, .w, n,. ' w..w_ k:,,:a ,M . ABLE.No.A_1 U P , , . w ? - , A.. -..,W v "Y^ �;: „s.. .tr,, .�,,, k,.w, .;�:.. ,,.,xn^... _ r�,. �., r ..t'�1 ,.d- - .e.,.,x'� ... ,<t _:.t>-:�^� r :, a`C ,s'k :.ir 8'S 3-v:;,..a"_ �,.-,�;.. ..:: �.. .h^S _z - .., r.,>:::' Y.. r. Summa of_FieldDensit Test"Results „. x .: .,. "t. �..rfi .. :, > ,... ^-� =T'M.r.'P.0 ..< a <=.r,a• , ;::s A �- tom'. 7�, ...:.';.�. x5 ,;.n.r,#s .,Y,,F"�-a •..,w: ". x.; '�.,:., - ,..., -... , t_ .,`,te...wLOcatlO .: ,,; �` a - ra. . a ,.., ,. �.. .,.. _, x � M x , ��,. ,,:...m_ �. �„ �A rox.,Flll u.. _ �=,a �,..�_-�,A �� � u PP .r_. .. .mfi. .,.:z-..,, ,. v7-,. ,...- t"s.,i=- ,.�. u,°-F g Sotl Gom action - . . a .. ,. P ;� ....., -..w," . _.: :., .m, ,.,..._. . � 1, .,,. ...- ., .z. �,- '�.• �•,� �t �Evelatton� :Below,Test., Denst .0 �. �� � �� �� �. a.. .. }��,,. ,_. ,.Remarks z.. ,, x o 4 . ,North s.^, . x- ,.;� ,` ;^ ,, : 6. �.. ,. .�:,., ,, ,_ ?",. � East .�E k , � , � a� ,- ..�, ,�.. _. . . , ft , ., ry b,.. ...... s`v.. r'�?��-..�^, .. }. .. ,.sz,"5.,. ` tK.. \ ��,....., C ,:,. .., t, n t wu. � ,.3 fi .. ,-,k3,k","`� w,..H,...,..t ems,�.,:s�',+.,... n;�.w��..ts x �s•... .aalv�'a,r,r;, 3w`.:�� _a:,� �4ra ��e5. 81 ; 10/19/1999 25417 480300.. 741800 1065 4 113.7. 12:1' 8 91 81,1: 10/19/1999; 254:17 480500 141200 1072 6 '. 119.9 7.5 7 92, - 812 10/1.9/1999 2541.7 480600 741925 1072 7 1211 : 7.9 7.. 93 .480325. 741460 1061 6 116.6 12.1. 8. 93 . 813 10/.1;9/1.999 :. 2541Z. _ . :. . - $14 1D/19/1,999. 25417 .480550 741650 . . : 1.068' 6 .11.9.0 7.4 7 91 815. .10/19/1999' 25417 480630 : 741725 1071 6 119.5 7.5 7 92 816 10/19/1999 25417 480700 74.1,800 1072 4 116.5 12.4 8 93 817, 1:0/19/1999„ 2541T . 481.120 :741450 1078 2 1:09.2. 14:2 11 95 8.18 10/19/1:999 25417 481025_,. 741'525 1078 3 99.2 22.2 11 87 Failed, See 818A 818A 10/19/1999 2541.7 481025 741525: 1078 2 . . 102.3 17.5 11 90 Retest of:#818 .819 10/1:9/1999; 25417 480930 741630 1076 3 104.3 16.0 11 9fi 820 10/19/1909 25417 480850 741-750 1077 5 106.6 14.9 11 93 821 : 10/20/11999 25417: 481150 741440 .1080 4 107.3 15.3 1°1., 94 822._ 1.0/20/1999 254.17: 481050_ 741,600 „ .1080 5 1'00.9. 19.0. 11 88 Failed, See 822A 822A 10/20/1999. 25417 481050 74:1600 1080 5 103.9 17.0- 11 91 Retest:of:#822 823 10/20/1999 25417 .. 480300 741425 1:063 8 1'.18.4 8.7 7 91 824 10/20/1999 25417 480340 - 741550 1-064. 4 114.2 8.9 8 91 " 825- 16/20/1999 .25417 480400 741765 1068 8 108 3. 14.4 11. 95 826` 10/20/1999 25417 480550: 741750 1069 5` .108.8 13.8 11 95: 82-7 10/20/1999,` 25417 480600 741765 1070 6: 115 5 111.7 8 .92:_ r 828 10/20/1999 2541.7,. 480250 741400 1065 10 1.04.5 15`:5: 11 91 Converse Consultants CCI EN-ROFFICE\JOBFI LE\1.999\81\99-1'1"2\99-112,fdt . _ 99-81-112750 , January,21,2000 Page A-42 .... ...,..,as„�..6' s a ,.,. , >. ., ry y .... .b _ ...,.,`. an..., ^c a ,•.,., ..�'r+« �'a __- t ..s.x' f e...:.z`', - s s SummarY�of�w.FieldDensit k.Test�Res s�f .�� . ._�. � � �ti:� .-.�.•,. ,� -��„ z����; cY 1 ... ...a a . i k', ,.h±kr 'Ci r,y...> A :.-,5'i- .a a;: vc£5.t•'.-:n -S. .ww nr<r e>x. ...k.. .A. . a fF`'.. r-.. ,' :-,�. '",y:..,;_.ur Yj. '+'"•., .- -.. )`i. Key. ,.,.'?.d" Mv," ,. .,LOC caar �.;«� .m .x. ^a.. 3 _,, ,� ?«x „+ _r, t + r aY •t° b C:.:, �,« ..F,'� i1t1011 s:.:.A OX r,: Wr_, „gym , ,w.,:,.� ,. .�. r. A rox.Fill •sD° Moistures Test, Test • . .Tract�., „ .. ,w pp w . f :.. I , Compact on >. ., _ ., .z✓? ..z..a.3, t. ..P` c k z.;E �.,8 E: x ..:a .*,. :: ac.. ;,: S , F. k ,,_ � �,. velatton eiowTest Denst .._,Gonteniz . .r. ,. �. , ., .: ., ...,, w.. .. . . Remarksx, . .- „ ..-.:vt ,. t .A ,,.:, °....... . ;...,- . -,.r. ,.,.w ,x.... `J_ a o' f.w S.: s3sz '.:. ax �.� .,.-.Date . ., �. . : . �. �+ � ,w � ��° �_�� � . •�. , . . < ..NOtth. ._,, c ., ... /o : : , Yp t �-. .r�. _ :fit-- �. .._.pia � .... � .., ,ft 829 10/20/1999 25417 480470 74.1560 1067 7 106.1 14.4` 11 93 Sandcone Test 8310 10/20/1999 . 25417 480260 741450 1068 12 107.2 13.2 11 94 Sandcone Test 831 10/20/1999 . 26417. . 480680. `. .. 741750 1.075 9 ` 110.5' 13.0: 3 91 832 10/20/1999 25417 480250 741600 1065 .. - 9 -. 105.6 13.9 11 92 '. 833 10/21/1999_ 25417 480080. 741400 1062 6 104.9 1:13 11 91 834 .10/21/1.9.99 25417; 480150 741400 1064 8 112:6 10.5 8 90 835 10/21/1999 25417 480200 741750 1065 7 104.0 12.0 1`1 91 836 10/21/1999 2541.7 480400 741600 1066 6 110.7 12.7 3 91 837 10/2111999 25417 480410 741:590 1.068 8 112.1 11..5 3 93 Sandcone Test 838 1.0/21/1.969. 2541.7 . 480500 7.41800 1070 10 1`12:4. 11.6 3 93 839 1012171999 : 25417 480600 741800. ;1072 12 116.7 7.7 _ 3 96 7.41725 1076 8. ,105.5 840 10%21/1999 25417 480750 13.6 11 92, 841 10/21/1999 25417 480600..' 741670 1074 14 105:6 14.5 11 92 842 10/21/1999 .25417 480400 741500, -. 1072 12 104.1 15.4. 11 91 843 10/21/1'999 2541.7 480320;. 741400 1071 1$ ' ' 102:5 16:9 11 90 844 10/21/1999 25418 479930. 741830 1054 0 122.1 6.8 6 93 845 10/2.1/1999' 2541`8 479950 741960 105.4 0 120.9' 7.1. 6 .92 846 . 10/21/1999 25418 480015 70890.. `1056 2 97.2 19.2 . 1:1 85 Failed,See 846A ' 846A 10/22/1999 . 25418 48001'5. 741:890 _ 1056 2 102.9. 16.6 11. 90 Retest of#846' 847 10/21/1999 25418 479900 742000 m.. 1:056.1 2 100.5 . 20.0:. 11 88 Failed, See 847A 847A 10/22/1999- 25418 479900_ 742000 1056 2 102 5 T7.4' 11 90 Retest of#847 Converse Consultants:. 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"25418 480000>. 742530 1074 16 114.3 9:2 8. 91 883 16i 29/19b9r 25417. 481150 741400 1092 12 110.9. 10.8 8 '88. Failed,,See.883A 883A 10/29/1999 `_ 25417 481150 , 741400 1092 . 12 1125. 11.31;` 8 90 Retest of#883 - 884 10/29/1999 25417 481130.:. 741600 1088 8 1.14.4 14:1 8 91 Failed, See 884A 884A_ 10/29/1999 25417 .. 481130 ..741600 1088 8 114.1 12.9 8. 91 Retest of#884 Qonverse,Consultants.. CCIEMIOFFICE\JOBFILE\1999\81\99-112199-112.fdY `.' .: 99 81-112-50 January 21.2000 Page.A745 ..w.. ., _,-mot._...,, ,,Ea.. ,.- ...� .'ia... .� ..., ,. ,., ... r. ,• r .....: --; � :.: _.:.ra' � �,.:, �x.-... ..,. �-: �_.,: d ��. .. ., ,,,..a. ....., ,. .t..., art.,. ,. .w+--� .. • :�.:..,f„e ',. 'x �:.:,.• - ,�:. 2 ...< ? ..,..b v.. �� a d.. .>-�` -a..*a.: ` .x-. . ,o ..:+�... ,... w�_ xx. .... „ P ..... .. , ,x *U,R, r,...,:,ytw•:'. m....:. _.. ,.,5.,, r.=e,-E..-., ak. n* .. 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Sandcone Test 922 10/21/1999 25417 481625. 742310 .1129 19' 116.3 13.5 4` 95 923 10/21/1999- 25417 481'640 742200. 1131 21' 1158 1.1.5 4 94 924 10/21/1999 25417 481656 742220 11`34 24 1`14.8 .13:0 4 93 _ 925. .10/21/1999 25417' 481210 : 742350 1°104 7 1.119 4, 8.6 3 92 - _ Converse Consultants. CCIENIIOFFICE\JOBFI LE\1,999\81\99-112\99-112.fdt 99 81-1 b2 50 January 21,2000 9 - • page A 47 �� A LE No.A . .�s,.. �. MF ., z, >.�. -:�.. ..,.:. .: s'�.� m �.2, .��.a- ,.,1.... �. ., .... �' � �, t �* Summary of,�Field�Densit�yTe'st,Results» x_ � ,,..... 4._..,.. s?y.a,::..A: ..4..�'�,aS� � ,. ,.,.. � ,,.c t r-. :�. ,f,.. s,. ... ..:„� ,.. -.w: .a.• a. - ....: t, :',-^� "€r,_.,,,r.. ,-.,:...,-..t,�.., ., a.,r-.,:•. -., :: k.. ..�,x�k., a,l. .*�, :.: . .z..=: ;.�-N �`:,. $`k3» + �., v:'r�. a t x A f,OX.» :A rox.,Ftll D. MOIStUIe ; .,, ... z r Test..:.-._. -.Test O pBCtlOf1 k a r c .nx.3* '. a.. .. Evelatton,a elowTestw. 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Failed,'See-931A 931A 10/2-1J1999 25417 .4809115: : 742400. 1087 6 111.6 10:3, 4;' 91 Retest of#931 . 932 10/21M999 .2541`7 481140 742320 11.03 1.0 106.9, 118 11 93 .933 10/21{:1-999 2541 _.7 481520 742390 1126 17 104.0 15,7 11 91 934 10/21/.1999 25417 .481090 742320 1104 15 113.0 _12.3. 4 92. 935'.. .10/21/1999 25417 481370 742380 1.,1.19 14 104.8 16.8 11 92. . .936 10/21/1999 25417- 480825 742425 1083 1"5 , 106.7 14.6 Ti 93 9.37 10/22/1999 25417 491126, 742320 11i07 13 118-.0 7.9 8. 94 938 1'0/22/1999 25417 480290 ;142435 1089 1'6 1'45 1. 7:T 8 92 939 10/22/1999 : 254.1.7 . 4.81510 742390 1133 23 - 112.01 10.3 .4. 91 040 :10/22/1999, 25417 480620 - 742420 1088 15 111.8' 12-.4 4 94 941. 10/22/7999 . 25417 480970 742390 1!099 11 1.17.5. 10.8 . 7 90 94'2 10/22/1;999 . 25417" 481260 742380 1114 '14 117.4 10.5 7 90 943 10/22/1999 25417: 481450 : 742390' 1.134, 24, . 116.8 T3:9 . 4 95 944'_, 10/22/1999: 25417 481060 :. 742380 : 1106 17 116.2 15.0. 4 94 945 10/22/11999 25417 480215 742380 . 1092 20 1.19.0 11'8 7 91 Converse:Consultants CCIEN-ROFF.ICE\JOBFILE\1999\81\99-112\99-112.fdt . 99 81 112.50 ` Ja nuary 21,2000 - ' .. 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A rox €A rox:<Ftllr :�D k Moisture': . ., sue, , �,.. _ pPt, :: pP rY ,. �' . .. _, . ._ Mom,, Soil Com action 2a � o- ;De Evelatton. w Test, nst Content ._. { Re`inaks ; . -._.,... at*a. ,:,. .,.:ems'., ?, , t.,$ x ,,... s,-,.... ..,,,'k.. , � No. ... a, ..,. .��„ ,. .. , w , .x . ,North: r- , t.,.-:.'' .:,r'.�.,: :v x,�,akrh. k .,-i.;a,ixrH.!�..:--,rt,c��-tea�'._.r,> _�,.. ,,.,�s _,3::�'x fi'•� xi+. 946 10/22/1:999 25417` 481290 742380. 1120` 21 115.4 9;8.. 8 92`: : . 1.1.06 19 `118.9 1.1.9: 7 91: . 94Z 10/22/1999 . .25417: 481000 : 742390 - 948 10/22/1999. 25417 _ 480865 742415 1102 24 116 8 10.5 7 90 949 10/22/1.999 254.17 481400' 742390 1133 . 23 112.5 15.2, 11 98 9,50 10/22/1.999 2541,7. . 48.1230 742380 1.116 20 1`13 5 9.7. 4 92 951 10/22/1.999 '2541.7 480950. 742400 1108 27 104.1 15.6.' .. 11 9,1 -952 10/22/1999 25417 480246 742460 , 1093 21: 103.0 13.2 11 90 953 .10/27/199§ 25418 . 4799.15 742640 : ,`;1'069 9 115.1 8.2 8 92 - % 954. 10/27/1999; 2541.8 , : 479960 742335 1,068 10 1°11.8 12A, ;, 1.1 96 955 10/27/1999 25417 480220 742100 1066 7 1`1,6.0 11.0: 3 96 956 10/27/1999 25417 480860 742280 1071 :: 12 119.1 9:8 8. 95 ,., 957- 10/27b1999 25418 . 479980 74'2490. 10.72 13 109.0 T2A 11 94 968. .16/27/1999 .':2541.7; ..480210 742320 1065 . 5' :114.6 10.9 .3 : 95. .959 10/27/1.999 25417 480380 742160.. 1069 9 112.0• 10.6. 3` 93. 960 10/27/1999 25417 480280° 742450 1'066 6 119.9 10.4 8 96 961. .10/27/1:999, 25418 480110 742560 1067 7 1..12 0 9:8 3 93 962 10/27/1§99 25418; _ 480020 742580. 1069 10 1.11 9' ' 10.5 3 92 963-. 10/27/1999 25418: -480010 1072 13 111.1 10.3 1 92 - 742440 , 964 10/27F1999 254,18 479850 742450 1'074_. 14 112.2 9:5` 3 93 965 10/27/1:999 :2541.8 480020 742320 1070 11 1:16.2 7 9:' 3. 96 966.; 10/27/1`999 2541.7 480210 742550 1068- 6 1141 9.1 3 95 Converse Consultants CCIENIIOFFICE\JOBFILE\1999\81\99-112\99-112ifdt . 99 81-112-50 January 21,2000. 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'742550 1075 14 114.1; 10:7:: 3 94 973 10/28/1999� ' 25417 480195 742615 . 1074 1.6 116.5 9.7 3 96 974 . .10/28/1.999 -25417: 480415 742315 1076 17 107.3 .. 94' 3 89,' Failed, See 974A 974A. .I0/2811'999 ; 25417 480415 742315 1076 1;7 1:1.4.1 . 10.1 3, 94 Retest of#974. 975• 10/28/1999 25417 48.0335: 742260 1.078 19. 120.3 10.8. 8 96 976 .10/281T999 .`. .25418 4.79925' 742345 1074 16 115.2; . 13.5 4 94 9.77 10/28/1.999 .25418 480090 742495 1075 16 118.2 13.0 4 96 '978 10/28/1:999 25417 480360 742450 1080 20 - 1.20.4 9.0 8 96 979• 1'0/29/1:999 25418 480085 742600 1075.:. 15 114.8, 8.3 8 91 ,980 40/29/1999., 25417 480170 742530 1076 15 Al 2.8 ol0.7 - '8 90 - 981:.., 1.0/29/1999 25417 480435 742240 1080 15 11.0 2 - 13.7 i'll 95 Sandcone Test 982 10/29/1999 _ 25417 4.80430 742510 1081 21, 111.2.' 12.0. ,:. 4 ' - 90 983 10/2.9/1999 25417. 48061.0 742320 1081 13 112.0 - 10.4: . 3 93 -984 10/29/1999 125417, 480180 . ,742210 1079 _ 19 112'.0 .12.6 4 91 985 10/29/1999 25417 479985. .: 742310 1.074 . 17 1,14.7 "11.3 8 9:1 . 11 .986 10/29/1999:_. 25417 480625 742490 1,075 - 16 .11'0.6 14.3 -95 .. . .. 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Tract. v. ..¢..� -. -..,,. •„r.,• .. ..„ ..,,. ,..... r* �. ..... .z. x»emu. ar a ¢=,.,. , a .0 ;,.. : _ r ., ,Soil Co`m 'action ,.,. .�'s. s! v�,s'z ; « g. =r ..t.. .: x, r.. .,.,.. ,r,,.. a,:.: ,;. P :, - ; .. r .. Evelatton. :Below:lest D s g �,, ._ t .. .. . :::�, ...:. _.. ._ xt. en i �-::Content • >.. s4,-:, r•; .. ._...�. x ... _.v _....#,.� '. ,•..�.,..'t' - <. a.,...< _ ,.•7 . 31 -g^ -t: :.' Remarks .. .., . . ., ,. ,. o Na. .t.,Date �,. ,.. �., ` .. �?..Eas , .�� r•_.., .�w _ _ .,. ., , � r �. 987 .10/2911999 `" 25417` 480340 742520 1081 20 115.7 9.8 -8 92 988 10/29/1999 254.17" 480435 742150 1081 15 113.0;. 12.1 ,' 4 - :92 . 589; 11/1/1999 254.18 480120 742380 1079 20 117.2'. 9.7 . 7 .90 .990 11/1/1999 25418 480040 742440 : 1078 49' 106.9 16.2 11 92 .991 ,, 11/1/1999 254-1&. 480330. 742510 1082 22 110.1 14.1 11 95 992 11/1/1999 25418 479855 742280 1063 5 , 114.2 14.4 9 96 993 11/1/1999` .25418 480075 742240. . " 1064 ' • . `7 123.4 8.4 ..7 95' 994 . .11/1/1999 25418. 479935 742280 1064 6 107.4 1:1.7 9 90 1066 . ' 995 11/1/1999 2541'8 479850 742320' 7 106.8 17.4 . 1`1 92 996 11/1l1999. 254.1S 480015 742240 1065 8 113 7 11.6 8 91 997 11/1/1999 2541;8' 480095, ,742310 1069 9 113.7 12.0 8 91 998 11/2/1999 25418 480120 :. 74.1400 : 1066' . 11 1`1'4 t: : 9.9 3 94 999 11/2/1999 28418 480180' 741575 1067 11 1,05'.-3 14.0. . 11 91 1000 . 11/2/1999. 25418 480030 742075 1066 12 109.9 14.9 1'1 95 1001' 1.0/2511999 25417 480990.. 742850 1093 3 120.5 8.3 Z 92 ' 1002 10/25/1"999 254 17 480690 742.180 1079 . 3 104 13.6 11 91, ` 1003 10/26/1,999 25417 481.320 741910 1.1,00 6 117.9 10.2 , 7 90 • 10 04 ..1:0/26/1999 2541 481280`7: 742150 - `1104 ': " 8 :108 9 A2.6 11 95. 1005 •10/26/1999 ',;2541.7, 481150 : 742170 1096 - %5 1,14.2 12.1' 4 93 1006 : 10/26/1999 25417 481320 742300 :: 11;04 4 1'20 2 . 11 6.. ... 7 92 t007 10/26/1909 25417': 481340. 7.42040 1102 . 7 106 4 7.6 4' 86 Failed, See 1007A Converse Consultants CCIENI)OFFI CE\JOBFI LE\1999\81\99-_1.12\99-112:fdt , 99 81-112-50 January 21 2000.. ., Page A 51 ..:. : ., ,,;: n t^^tTk:,x ,u "' ^§pro �:' ..-,:: "z- - „>,�x- :-.��, w. ::� .:.;;, �-- ,.,_"• .7 � .:.::.:- r -. ..»:.g. .... .+:, «v-.. n- .. ., ^.,er ...z x y:1:+e'§ ., , T,. .,. :. > .G .. 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A rox. >.A ox.: D' Moisture ., •,. - Y .zC Diu - :.,,,, � 5.rear. „,. .,<::..v�. .,:«a,;at�.•.,.�.;"�,.,...- ,�., pP rY Test ,..t ... .. .... ... . ... � . ,:,:-. .._, r. x. 5 .� x ra. „�,. „� :<�� _ ,� ���:.: ,, .Evelatton= Below Testy Denst � w . � _ ,< , . ; .. . � . . . ,: ,wE _rH ..,_..�<;.a e k �,.,, v._ ,.�'s.�ssums--s a _3 _3is.� E,,..,�.�,,., •�5,r ar. �»,..'�5. +e_ ..:[ '�s�s.�.& s..,.v ri.�....r� <.....m� a°c� ;�k,,., ra :"i• .,;.'r , .,s_ _,�`a ..»r.,'"&.,"a., k ...s„. 1007A. 10/26/1999 25417 •481340 742040 11'02 7 113.0- .113: 4" 92 Retest of'41:007 1008 10/26/1,999; 2541.7 '481050`. 742100.. 1090 1'0 107.5 13.8 11, 94 ------------------ 1009. 1.0/26/1999 25417 481140 741980 1097 13 106.7 12.5 . 11 93 1010 10/26/1999 25417' 481180 :741910 1 1098 15 : 112.2, 11.6 . 4 91 1011. 10/26/1999 . 25417 481430 . 742110 11105 , 5:~ 114.6, 13.0 4 93 1012:.. 10/26/:1999 2541.7 480980 :: 742170 1090 6 " 103.0 , 13:2 11 90. -1013` 10/26/1999 25417 48.1200 742090 11.01 8 11.5.9 11.0 4 94 1014 10/27/1999 `25417 481100 742070 T098 8 113.3 .1015 10/27/1999 25417 481190 `742290 1100 5 113.3 11.7 4 92 1016' 1.0/2711999 25417 481280 741:930 1101 7. 115.5 10.3 7. 88 Failed, See 1,016A 1061A 10/27/.1999, 25417 48'1280 741930 1.101 7. t.18:3` 9.8. 7 . 91 • Retest of:#1016 `1017, 10/27/1999 25417 481020 742250 1094 . 4 113.2 13.6 4 92 1618 10/27/'999 25417 481420 741980 11.03 3 1'19.0' 1A;2. 7 91 .019 10/27/1999 25417 481. 270- 142070 . 1103 10'' 1.15:0 10.1 4 94 - 1020' .10/28/1999 25417 481130 741490 1087 9 . 121.5 10.6 7 93 1021 1.0/28/1999 254'17' .48127or 741730'. 1086 3 110:2 12.8 11 96 1.022 10/.2811999 25417 4..80980 741720 1086 9 120.5 11.6 : 7 92. 741830 1088 8 118'.3 11.5 8 94 1023_ 10/28/1999 25417 4'81`140 - 1024 ' 10/28/19 99 25417 481.050.'. 741540.: 1'089 8` 11.1.7. 11,5 4 91 1025_. 10/28/1:999. 25417 481200 741`730 1089 7 115.9 10:8 -:4 94 1026 10/28/1999 25417 480880 `741920 1`082 9 110.9. . 12.2 4 90 Converse Consultants: :. CCIENIIOFFICE\JOBFILE\1999\81\99-112\99-112.fdt r 99 81-112 50 January 21,2000- Page A-52 uN'}�. .. TABLE No.A 1- •.�� a �.:, f �.� :-.,.� � �w .. ,.. � �.,-,.a ,.,_ ......[ .., -.., ... ., .�.. ro �:.:f`+r ......, z.4. ."ray 7 r�. .,..�. .. < �, ,..,a,. .. .v4 � }...y �s t.ak• �. z .rt "i .._ ,Ei «d, °S'.,. .. 5., ,... �.....-.. ..�'}'i.;{• ,,., A. .. w4F,-...x�. e,r. �.. .. ,.:X,k,° Y^K e. -.:.�». �4v...,::�tsrma' �S a:.. .W ,].. s.�,Cg.3�N,^}ry ,/'..... .. ,.., n,'.. SS - 4.r. f r-..,: -. ,, ID., ,S ,���,b.' r:I ..-..y,.. .,5. T*. 3t s.- - Y¢. -n3-:±!«..x"�"+ '��� `>..,.l .df$ .:.. i` •,,. v,�dlna -^C.. 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G�^Y L", 1 . ,::}:s6ll�� e es +acon VNo, „YP,.- 1027 t..•� .s. �. .. 10/2,8/1999 25417 481300 ' 741580 1.089. 5 115.9 1.2:6 4 94 ' 1028 1.0/28/1999 25417 480080 741650 1088- 8 120.5 10.8 7 92 1029 10/28/1.999. 25417 480890 741760 1,082 J 7 _ 107 9. ' 12.6 ` .. 11 94 1030 .10/28/1,999. 25417 481140 741630 .'1,089 6 . 107.2 12.8 11 94 1031 .10/28/199.9.\ 25417 481100 74,1730 1.090 6 11.9:0 11:3 .7 91'' 1032 ' 1,0/29/1.999 25417 480950:` 741880 1'083 6 1.14 5' 12 2 $ 91: - 1033 `10/29/1999 25417 481120 741550 1090, 6 .114.2' 10.8 I 8 .91 1.084 10/29/1999 25417, 481280 741630 1092' 5 109.4: 10.6 8 87 'Failed, See'1034A 1034A 10/29/10N-' 25417 ,481.280 . 74.1.630 1:092 5 116.7 1.2.4 8 93 Retest of#1.034 1035 . 1,0/29/1999 2541.7 481100 7414.70 1089, 9 122.-5' . 10.3 7 94 1636 10/29/1999;- .25417 -. 480980 74.1610. 1.090- 9 109.5 13.3 11 96 1037 .10/29/1999 ° ,2541 . 481230: 7415:10. 1091 7 12:4 11 . 93 1038 ;.10/29/19919, 25417 480820 741810 1083 8 116.7 11.,8 8. 93 1039 10/29/1999 25417 481060 74'.1830 1091- 1.1 : 106 5. 13.8 1.1 93 : 1"040 .10/29/1999 25417 '.481180 741780 1,092: 7 199.2 10.2 7 91 '1041 ,10/29/1999 25417 481220 741'560. . 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' 15 1267, 9.4' 10 95 1.165 11/1.2/1999 254.18- 479860 742390. 1072 13 115.5 9.7 1 90 . 1166 .11/12/1999 25418. 479740 742150. 1069 11- 128.5 9:0 10 97' -Converse Consultants CC I ENT\OFFI CE\J OBF I LE\1999181\99-112\99-1'12.fdf � � � � � �, � � � ` � r � � . r ■fir � � ' �, � :. 99ry 1-112 50 Janua 21,2000_: Page A`59:' t"f ';1:r5 .Yx-Y ,.5;.mgg C'.w- £f, v •a ". a,=r�i x:..:.: r.$,.,.... , "i ? -,,,r,. .:....Fc, r- '':.tK. '&" .,..m#. Sv. y.,. rt 2 ..M",1. - a-m.. -e.+..... +a.- 7`a.... .,i`.,, .., d..„...,,, ... ..,n..'S.w. '*..3 ,.....y ?ri `e,..."s.sa 1,:fie. ..._ ., r� .t - "r<... y�.�k ..., .. .. .. ^r. .. -. -,. �-.. .,:. -;x'- Ya r. 3,,,y.,. r. ..w ,,.'."xY,+,•ra, , .. .a,,.. ,1. „.� .:.£.. ,>3 - .., ,....w.,,..7 • _ .: - ..- ',.:; u t . r .. �.. 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Sandcone Test 1178` 11/15/1999 25418 479985 742060: 1070 16 122.7 7.6 10 93: 1179 11/1511999 „ 25418 479990 742235 1074 18 115:2 9.0 8 92. Sandcone Test 11.80: -11/15/1999 25418 480055 742695 1077 18 . 1`20.6 8.2 10 91 1:181.: 11/1'5/1999-- 25418 479905 742750 1074 ,_..15 106.4 � 16:3 11` 92 Sandcone Test. 1182 11/1'511999, 25418 479680 742430 1071 . 10 1.13.6 . 9.6 8. 91 1.183.. 11/15/1999 -25418 479745 742020 1067 11 119.0 11.5 10 90 Sandcone Test 1184 11/1;5/1999 .,. 25418. '; 479860 741946� 1:070 18 113.3 10..5: ' 3 94 1185` 1;1/'15/1999_ 25418 479800`1_. 742340 '` 1071 12 115.1 9.2... 8 92 "Sandcone Test 1186 11/15/1999 ' 25418 479895. 742640 1074 15 119..1 8.7 8 95- ' • 11.8,7' 1146/1999 25417 480370: 742430 1077 17 119.3 9.1 -7 -91 Converse Consultants. 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'2541:8 479850 741400 1079 20 124.3 �'7.0` ' 6 94 1301 12/2/1999; 25418 - 479900 741600 1.079 20 124.8, 7.2 6 95 1302 12/2/1999 1079 20 120.9 7.0 6 92 25418 ,. 479930 741700 1303 12/2/1999 25418 _ 480000, 741600.. 1079 20 121.2 7.1 6 .91: 1304 12/2/1999 25418 479975 741.450 1079. .20 120:8• 7.9 6 ..92 1`305 12/2/1999 ' 25418 479935' 74:1350 1079. 20 123.4 7.0 6 94 Converse Consultants CC I EN'ROF F I C E\J OB FI LE\1999\81\99-112\99-112.fdt APPENDIX B LABORATORY TESTING PROGRAM 1 99-81412-50 January.21, 2000 Pag e B Table No. B-1 Summary of Laboratory.Maximum Dry. Density and :Optimum '. Moisture Content Tests Soil Soil'.Description Max Dry Optimum_Moisture Type Density(Pcf) Content(%) 1 Silty Sand (SM), fine to medium-grained, trace clay, dark.brown 129.0 2 Sand (SP), fine to medium-grained, trace mica, brown 114.5 12.0 ' Silt Sand.(SM) fine-to medium-grained, trace mica, dark brown 121.0. 10.5 3 Y „ 4 Silty Sand (SM), fine-to:medium-grained; trace mica, dark brown 123.0 12.0 5 Silty Sand(SM), fine-to medium-grained, trace clay,.reddish brown 132.0 9.0 6 Silty Sand (SM),'fine to coarse=grained; with clay, brown 132.0 8.0, 7 L Silty Sand(SM), fine-to:coarse-grained, with clay, brown I 30q5L 9.01 8 Silty Sand.(SM); fine-.to medium-grained,,trace clay,,brown 125.5 9 . Sand (SP),fine to coarse grained,trace silt,.light brown 1 19 0 13 0 10, Silty Sand'.(SM), fine-fo medium-grained, trace clay, brown 132.6 9.0, ' 11` Sandy Silt (MU,fine-to medium grained sand mica brown 1 14 5 14.5 12 . Clay:(CQ, with fine grained sandand mica, light brown .103.0 .19'0 . 13 Silty: lay (CL); trace fine.graine'd sand; yellowish brown_ 1 16:0 14.5 1.4 Sandy Silt(ML) fine-grained.sand;:trace clay and mica, brown 120 5 12.0 Converse Consultant CCIENT\OFFICE\JOBFILE\'1999\81\99-1 12\99=112-50.rgr . I , , I 7�� ' r , ' ,� J%` �, , I , , . , , . , I . d . . ; � , . I . . . I . 1, .. . . I . ;1 I I '! I . . 1, ,� . , , , ". . .1 I ,f .1 � I I , , I . I . . I I I . � . '. � . � . . . . . . I . . I . I - 1 , " I - - . . I 1. ; . . , �. � , , - , - .. I . .. - . 1, - - .. . . ,.,.- , '. .., , " .� - . .".1 I . . . . 1. ,k I I , . " , , , I . " , I I I ,�,j� . - . 1. I I . . I I ,, . . I I . , , � , � . i � . �. . � . . � � I , � , '! I . . 1, � � . I '. . , w� I " . � . , ."%,. 1�., . . - . . , . � I , � . I ,, I I .. " . 1�1 I I , i . " , , I . I . . . � k ., � I . -1 . , , : . , , '. , I . I . , , . . . I 'I , .. 7 ".., ,,',,,c . " I . . , I � 1, I .. .,� , �. � � ,-,,,, :. 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" , , , . , - , , " :,. �� � .. �, , . �t ", 'J , `�,'�r�,��,� 4 ,�, � � , , � '. !"�, � , � , , , "I , , , I , :,� , ,,, �% � . � � �,� , � "' . '. % �%,,, �, � , , , . " 1� 01 .. %, . � , ,� � " . , , � �., - 414" A I . ... ., " , , , , � - ", � , , , , " % , I , , 1��w .1 V ,j "" ,� , , , ; . '. �, , , , % , , % � I . ; . � , , I S , , . , , ", e. ,_ � , �, . , 1 . A r Fft)l A', CC EX I ST. 30 RCP CULVERT. PROTECT IN PLACE "'t"V 77 .66 MEADOWS PKWY 9,9+04 Y�/ -296+05 18 DE PORTOLA ROAD 7',"7- LIMITS OF OL, t .290\ 291 4.� A AL '10 D _S1 tA 17,� fV COMMUNITY ENTRY A EM NT LOCATION 7: 17 10 T HIS 'SHEE C 44400� �'4 j _N1 X, j'' V V, A 100, 000 ly4l X, 7 f 0-2, 0 had, MIN FL PER PLAN V. N 2% pr, '77 N-A o' y7/\ 42 A 76 Ao. JJQ. 4 �d 10 31 - 08 4,,,*1, 4 yr� 01 e4 a %4N X A% 4 1 NE: Tij:; _w IV' Vu Af A "71 60 )Ri 7— "N "A k lot C) cr> 3ai a /0? 41�2 4 )e 0 Ak6LN\wJ.-?# A. BA .14", 10 Am m 5k /0 6 /0 IG- 275+18-10 OE PORTOLA ROAD /0 0 =10+00.00 CAMPANULA WAY LIMITS OF ST jQ 4;,� LA, h 1-,T s W /0 GRAD, I NOo ;,o\� 0 ;*i�� 01 PRU I -Aft 0 V All, 'A " AL t . . . . . . Q x E T. I 0A 69 6 N ,� 21 E T� E. t X IS NO X 0, M V 5 0 10. A 7' #)HH1V ON IQ HIS SH E, I SEE SECT ION I ON ., ' A - L /0 T 6 YA TH 1, S SHEET N w /b y /0 ;79 4 'I U7. 6 7 A 'a jA F RT /(D 1. 0 V 0 1 .(q 7 R/W 291 38 17 12 R PLAN, 0 1z 6 < TC PER PLAN 2% EX I ST I NG -ANDSCAPING DEVELOPEMENT GROUND ZONE 5ECI I Q to. N.T.S. LIMITS OF TS GRA I DING 5 F 81 PER PLAW\ MIN. VAR I ES 3 1' MIN. EXISTING -'"I- _7 PARK S IT I E� VARIES 51 FL VARIES PER PLAN 0.5' MIN 0.' MAX FOR V—DITCH DETAIL FL, SEE SHEET 12. PER of $EQT I OR... I I N.T.s. tc);> 0060c) /0 7v .-A IF IQ 5V IQ 71 Pwt" '' " Z N M1 TS �,�,OF CAMPANULA WAY R/W GRAD�- k 10�3 ol L I M I TS OF jk 0 om /A L) i V%3 47. );z MULTI —FAMILY 3 8- 9 A ;'46 /Q 4 "i"Y M ('SEE SHEET 5A Ar I'll , - I , 4 6 e7, b, SO. T L IQ k 40 A P E Z_ _R_ SEE S, E fir tIN zi; N,, U1 A wow 6 S` SH�B 0 Ar 6 W" f N 36+26 .22 MEAD )WS PKWY _7 �q -2, .110 A 8 =1 0+00 00 ST. F I", wk —4q4-5' f < CP-, 7 � '7 " D -40 N j TRACT. 2 T lb� AA gi! .4 PRO �n C1 13OUNDARY 7 A ba IQ60,1 7N N 7 7 v T Ar 5A E T 6 A CP r MINOR COMMUNITY ENTRY .5 -EE SEGTJ0 V ON' �5_15_ <1 J STATEMENT LOCAT I �LO�5 Ar .6 THIS SHEE, I �4. r A' 4 % gs, /0 4�4j 4LI Fir �x\ 71� 10 Af P64 7 .......... COMMERCIAL SITE .A 4, SEE SHEET 6A) Aff, 0 10 low - '28 C CP 84+65.45 MEADOWS PKWY ANULA WAY r, =.31+70.82 CAMP .01 tK EXISTING Underground Servi ce Alert 0, /0,3,6 MEADOWS PARKWAY x I.A 0� C= A FIELD DENSITY TES`0r, LOCATIONS AND ^!SwBUILT GwrwOLO431C MMAP COMMERCIAL, S I TE, �,k Rolm SCQ* PrOOK 406 Robert Bein, William Frost & Associates AS -Built Geolog and Compaction Report As Shown 7A CALL TOLL FREE .�l SEE SHEET Tract Nos. 241k 25417 and 25418 %40 0*1* . I I PROFESSIONAL ENGINEERS, PLANNERS &SURVEYORS- 99-ai-il2-50 1-800-422-4133 27555 YNEZ RN, STE. 400*TUCLU CA, 92591 Poseo, Del Sol Master Planned Community F�tvotd By MLJ (909) 676-8042 1 FAX (909) 676-7240 For: Newland Associates moc (SHEET 4 OF 7) K�4 cmem cwm&trft L H, HSO X 1, VION' F AN) eol TWO WORK I NG DAYS BEFORE YOU, D I G 0 MEADOWS/ OLA 0 LD919-189GR LD99-079G i I . Uj V) 0 V) Uj a: V) Uj Uj 0 M 00 Uj atf x E 0 T_ o ? 4 9 . ALL TAU 1 NU SHALL tit UUNL I N UUNr UKMAINI,. L w 1 1 N KtLUUMMLINUA I I UINJ Ur THE PRELIMINARY SOILS INVESTIGATION BY; CONVERSE CONSULTANTS DATED MAY 6 1999. :-3o TWO SETS OF � rTHE ._F-•I NAL COMPACTION REPORT SHALL BE SUBMITTED TO . THE _ ENGINEERING DEPARTMENT WHICH SHALL XNCLUDE FOUNDATION-DESIGN'RECOM— r MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR. SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC— TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL ; .BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT JOHN F. CODE SECTION 17.06 (RESIDENTIAL), 17.48 (COMMERCIAL/INDUSTRIAL,") PRIOR ELEMEI TO THE APPROVAL OF FINAL INSPECTION-. SCH� 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF, WEEDS,' DEBRIS,, TOPSOIL,.AND OTHER DELETERIOUS " MATERIAL 13. IF STEEP SLOPING TERRAIN OCCURS. UPON W I CH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED KEYED , AND BENCHED INTO FIRM NATURAL F�, {.AA%0N f ; R F SUPPORT. PREPARATION SHALL BE APPROVEQ BY A REGISTERED SOIL FO ULL y .r F FILL MATERIALS. ENGINEER PRIOR OR T0� PLACEMENT0 ,� ., �.r,, t,•, �y Q �y ,�} {yam /'� ,,�ry� �"► � pt ��,7 r 1 ( ( S"i^e,,e r e j K.► V; *.+1 G e `l i , i:i T.- AND PRIOR TO CONSTRUCTION CIF . 14 .'DURING ROUGH GRAfl I SIG OPERATIONS DRAINAGE. STRUCTURES,, TEMPORARY DRAINAGE CONTROL PERMANENTD ��� ` ��` (t��� � � � ��I� o� v��s�, ,���} ". TO PREVENT PONDING WATER AND DAMAGE TO SHOULD BE PROVIDED ADJACENT PROPER.T I E , u,M Catrr 6� Y 1 UST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 5 . D L BY THE DIRECTOR OF PUBLIC WORKS {♦ 1 f � `r ■ .. ,.,..' Fr v � � w 'r.rr .'r,t t "'�;.�. y,.`� i ..�'"4 ra .• .. i '' ,. r �* COURSES ON THE PROJECT SITE MUST CONTINUE ; _ ,,� . ., 16 . ALL ..EXISTING DRAINAGE _=� �(�' r -! . 7. a . t. r� u A Y D R I O STORM CONDITIONS .c PROTECTIVE TO FUNCTION ESPECI LL U N DRAINAGE PROVISIONS MUST BE USED TO •.; (_ MEASURES AND TEMPORARYr; r " e P PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE TENTHS t cv- 0c � d` a emary, +C i ,W� r i 1.5 SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPART.:,: IN" VERTICAL HEIGHT. !, M NT FOR CUT AND ILL SLOPES OVER �0 ( , 18 A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING .� of PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- ,., � alaw :ut 'matye T I ON (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN : IF AN EEVA' ; ,yrtiy f f R SURFACE I S RE U I RED THE ACTUAL: ;w TION WITH RESPECT TO ADJACENT G DUND S Q s .. ADJACENT ROUND`SHALL BE GIVEN. Byr'ied';Pa �:%a orrna ion A, DISTANCE ABOVE THE G r::;... • D SLOPES SHALL BE PLANTED WITH OSEA ICE 19. EROSION CONTROL. ALL GRADE Rr`Avxtp r r OR ANOTHER APPROVED GROUND COVER. SLOPES "` �. PLANT AT 12 ON CENTERS ; ` °���r�` �y�, ,. � 1? }fir i« � 4 r2 i u �� 7!.�� � �$ E � S T V / ,,v r"dY' .T. ,';e'?•:d� BPS «w J3C+ t a 4 xp H I GHT I N ADDITION TO GROUND COVER SHALL BE'. �r .jAp.r-�, . _ ► OVER 15 I N VERTICAL E Y> r.'j'}' �� ' �af. ldr�t T, RCP PLANTED WITH APPRO VED TREES SHRUBS OR COMB'I NATION THEREOF SHRUBS '. �. , 'C•.p �9y !>,� "jq 7'.���.e . �`�'^S,y:.{;�n`•�.'. �''t C".Yi';i,. 2 ,.t... '1e Y,'� • TREES, 20 ON CENTER; COMBINATIONS, SHALL BE PLANTED AT 10 ON CENTERS;E .��r* �� � ,,-.,��_yulyy�s� �?'�tQ ,�:_�, :.�p .,��.t, 1 =' prr�i rVE/7ii1�1� 4r[ii.rf',4�IA �,1 Rl- SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT �� ? ,.:; 15 ON CENTERS.,, IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER u ry;a 10.R. Iti f; SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT EXIST. Y 20. FINISH GRADE SHAD BE . LESS THAN 1/4 PER'FOOT FOR A MINIMUM OF 3 FEET. 90. RCP Cl� 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE r PERMITTED. , F crST _ •a ,r. T rri Ac=r 2A-4f Jf32 v VICINITY MAP SITE .NOT To SCALE LEGEND TOP OF SLOPE T.S. TOP OF CURB T.C. FLOW LINE F,L, HIGH POINT H.P. FINISHED GRADE F.G. FI;NISHED SURFACE F.S. FI ISHED CONTOUR 1190 EXII ST'I NG CONTOUR PROPOSED SPOT,ELEVATION'., 44.96 EXISTING SPOT ELEVATION 44.96 PROPOSED V—DITCH PROPOSED EARTHEN SWALE BOUNDARY LINE PROPOSED MATCH LINE .r.v.. EX. 48" RCP EXISTING STORM DRAIN CUT --FILL LINE ALLUVIUM REMOVAL LINE EARTHWORK QUANTITY ESTIMATE �--� i TRACT 24136 CUT FILL TRACT 25418 CUT FILL` RAW 1,015,800 CY 0 CY RAW 0 CY 392,000 CY ALLUVIAL REMOVAL 4720700 CY 472,700 CY ALLUVIAL REMOVAL 244,000 CY 2440000 CY FILL AREA ('AVG . 101 REMOVAL) (BASED ON 29.3 AC) > SHRINK (7%) FILL REMOVAL AREA--33,100 CY SHRINK (77) CUT AREA-710100 CY TOTA{, 1,384,300 CY 472,700 CY TOTAL CUT = 911,600 CY ..TRACT 25417 CUT SILL RAW 14,000 CY 495,000 CY ALLUVIAL REMOVAL 476,000 CY 476,000 CY SILL AREA (AVG. 10' REMOVAL) BASED ON 29.5 AC) FILL AREA (AVG. 5 REMOVAL) l (BASED ON 30.2 AC) H S RINK (7%) FILL REMOVAL AREA --17,000 CY SHRINK (7%) CUT AREA 0 CY TOTAL 227 ,; 00 C+Y 636,000 CY TOTAL FILL 409,000 y" CY TRACT SUBTOTALS,< 24136 --91 1 , 600 CY 25417 515,000 CY 25418 409 000 CY TOTAL EXPORT 12,400 CY ' ul 0 0 D 00 a 0 OD 0 m elf Li