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HomeMy WebLinkAboutTract 32974S. E. Niedall au Associates, Inc. ZL-m Consultants in the Earth Sciences 3030 Sou lh Bundy Drive, Los Angeles, California 90066. 213l390 4079 A 2168 South Hathaway Street, Santa Ana,Calitornia92705. 710546.6602 INTERIM SOIL AND GEOLOGIC REPORT TRACT 32974, LOTS 16-48 BUILDING PAD AREAS COUNTY OF LOS ANGELES, CALIFORNIA for iDCJ3 WEATHERFIELD HOMES W.O. 605 June 6, 1977 bl§TRACT ENGINEER, JUN 0 81W, S. E. Medall & Associates, Inc. Consultants in the Earth Sciences 216S So uth wntha avSt Los Angelas, a. Caorninia927•2131990Aa079 21R8 South uathawavStreet, Santa Ana, California 92705.714/:wF-fiF112 1 June 6, 1977 W.o. 605 Weatherfield. Homes 2130 East 4th Street Suite 110 1 Santa Ana, California 92705 Attention:. Mr'. John R. Jacobsen Subject: Interim Soil and Geologic Report; Tract 32974, Lots 16-48, Building Pad Areas, County of Los Angeles, California. Reference: Interim Geologic Report; Tracts 32974 and 33197, Diamond Bar, County of Los Angeles, California, eby this firm, dated March 14, 1977. Gentlemen: Submitted herewith is a summary of the inspection and testing services provided by this firm during grading operations on the Bsubject property. Conclusions and recommendations relative to the suitability of the grading for the programmed development, and foundation recommendations for the proposed structures, are presented. REGULATORY COMPLIANCE eAll cuts, fills or processing of original ground under the purview of this report have beencompleted under the inspection of and with selective testing by S. E. Medall & Associates, Inc., and are found I 1 Weatherfield Homes June 6, 1977 Page 2 W.O. 605 to be in compliance with the Grading Code of the County of Los t Angeles, California. The completed work has been reviewed and is considered adequate for the construction now planned. 1 PURPOSE OF GRADING 1. The purpose of the grading operation was to develop building pad areas for one- and two-story single-family residences. 2. The grading for the subject pads commenced on February 14, 1977 and ended on June 3, 1977. ENGINEERING GEOLOGY General eThe geologic conditions exposed during the process of grading were frequently inspected by our staff geologists. All canyon cleanouts, asubdrain placements, fill keys, cut slopes and the general grading procedures were included in these inspections. The geologic data gathered during grading and the locations of the stabilization devices and other pertinent details are recorded on 1 the enclosed 40-scale grading plans prepared by VTN Consolidated, Inc. Geologic Units Bedrock: Puente Formation materials exposed on the site consist of tan to dark gray shales with interbedded tan and gray sandstones. S. E. Medall & Associates, Inc. Weatherfield Homes June 6, 1977 Page 3 W.O. 605 Fill: Fill materials derived from onsite Puente Formation, topsoil and alluvium consist of sand, silt and clay mixtures. Geologic Structure: Bedding exposed in key excavations was found to be generally as anticipated. Bedding is generally inclined northwestward at 9 to 18 degrees. Corrective Grading During grading, earth buttresses were recommended and installed according to the design criteria of our preliminary report. These buttress fills were needed to support out -of -slope bedding. Stabi- lization fills were recommended during grading and subsequently constructed for the small north -facing slopes above Lots 24-31 due to out -of -slope bedding. The following table lists the but- tresses and stability fills recommended, and their respective key widths and key depths. LIST OF BUTTRESSES LOCATION KEY WIDTH Lots 16-18 50 feet Lots 19 & 20 50 feet Lots 21-23 35 feet Lots 24-31. 15 feet Stability Fills KEY DEPTH 3'-feet 3 feet 3 feet 3 feet S. E. Madali & Associa:ss, Inc. Weatherfield Homes Page 4 ISubdrainage June 6, 1977 w. o. 605 Subdrains were installed beneath the fill areas of Lots 39-42 and Lots 20 and 33. The canyon subdrains consisted of six-inch diameter perforated pipe embedded in about nine square feet of gravel. The locations of these canyon subdrains are shown on the enclosed grading plans. SOIL ENGINEERING Preparation of Existing Ground 1. Deleterious material such as organic matter and debris was disposed of offsite prior to placing fill. 2. Areas to receive fill were scarified and bladed to a depth of 12 inches, watered and mixed as required to achieve optimum moisture conditions and were compacted to a minimum relative compaction of 90 percent using a double 5 x 5 sheepsfoot roller and a CAT 824 rubber -tired dozer. 3. All loose, wet and compressible materials were removed to competent'. - natural ground or bedrock in areas to receive fill. Canyon areas were cleaned out and inspected prior to fill place- ment. IS. E. Meda11 & Associales, Inc. Weatherfield Homes Page 5 Fill Placement June 6, 1977 W.O. 605 1. Fill consisting of onsite materials was placed in lifts re- stricted to six inches in thickness, watered as required to achieve optimum moisture conditions and was compacted to a minimum relative compaction of 90 percent using a double 5 x 5 sheepsfoot roller and a CAT 824 rubber -tired dozer. 2. The maximum depth of recent fill is approximately 75 feet, located on Lot 19. Table II presents the maximum depth of recent fill on each lot. 3. Surfaces receiving fill and having a slope gradient steeper than 5:1 were keyed and benched into bedrock or competent material. 4. The transition zone of fill -over -cut slopes was excavated to competent material prior to placing the _fill.. 5. The cut portion of the building pads on the following lots was excavated and replaced with -compacted -fill to eliminate the cut/fill transition line: Lots 31, 32, 42, 46 and 47. This was accomplished by removing the upper 24 inches and processing the next 12 inches in place. 1 6. Lots 24 and 43-45 are cut lots. 7. Lots 16-23, 25-42 and 46-48 are fill lots. i iS. E. Medall & Associates, Inc. I Weatherfield Homes June 6, 1977 Page 6 ' W.O. 605 B. The following pads above stabilization fills were capped with 3 feet of compacted fill.to impede the intrusion of water: Lots 24-31, Field Testing 1. Field density tests were performed using the sand cone method, 1 ( ASTM D-1556), or the drive tube method (ASTM D-2937). The test results are shown in Table I. The estimated locations of the field density tests are shown on the enclosed grading plans which were prepared by VTN Consolidated, Inc., 2. Field density tests were taken at vertical intervals of approxi- mately 2 feet. 3. Visual classification of earth materials in the field was the basis for determining wh'ibh maximum density value to employ for a given density test. Frequent one-p6int checks were performed to supplement visual classification.. Laboratory Testing The laboratory maximum dry density and optimum moisture content rfor each of the major soil types were determined according to test method ASTM D 1557-70, the five -layer method. The following table presents the pertinent test values: 1 1 S. E. Medall & Associates, Inc. Weatherfield Homes June 6, 1977 Page 7 W.O. 605 Maximum Dry Optimum Moisture Soil Type Density, pcf Content, o A- Dark brown silty very fine to fine sand 119.0 10.5 B- Brown silty very fine to fine sand 121.5 12.5 C- Brown sandy clay 117.5 14.0 D- Brown sandstone 104.0 18.5 E- Brown very fine to coarse sand 118.5 14.0 F- Dark brown sandy clay 124.5 12.0 Expansive Soils I 1. Expansive soil conditions have been evaluated for each lot. Representative samples of the soils near pad grade were re- covered for classification and expansion index testing. 2. Expansion index tests were performed under a surcharge load of 144 psf in accordance with Section 2904-B"of the Uniform Building Code (Standard 29-2). Each sample was remolded at 49. to 51 percent saturation in a brass ring having an inside diameter of 4.01 inches and a height of 1 inch. The indicated surcharge load was then applied, and each sample was inundated and allowed to swell for a period of 24 hours. The expansion index is the measured increase in sample thickness times 1,000. S. E. Medall & Associates, Inc. 1> Weatherfield homes Page 8 June 6, 1977 W.O. 605 3. The results of these tests and the expansive nature for the building pads are presented in the following table: LDry Density Moisture Content, % Expansion Expansive Lot pcf Before Swell After Swell Index Nature L6-18 98.3 13.5 28.5 74.8., Medium 19 96.3 14.0 28.5 64.0 Medium 20-23 98.2, 13.4 27.4 68.7 Medium 24-42 93.7 14.8 31.8 71.9 Medium 43-4g 94.9 14.6 31.0 89.1 Medium FOUNDATION DESIGN PARAMETERS An allowable soil bearing pressure of 1,500 pounds per square foot may be used in proportioning footings for dead plus live loads. Footings should be founded at a minimum depth of 12 inches below grade and should have a minimum width of 12 inches. The above bearing value may be increased.by one-third when con- sidering short duration seismic or wind loads. 2. A friction coefficient for concrete on compacted soil of 0.4 and a passive bearing vlaue of 150 pounds per square foot per foot of depth, to a maximum value of 1,500 pounds per square foot, may be employed to resist lateral loads. Frictional and passive resistance may be combined without reduction pro- vided that footings are placed against properly compacted fill. 113. E. Medall & Associates, Inc. i 1 J h J i Weatherfield Homes June 6, 1977 1 Page 9 W.O.605 Medium Expansive Soils: Lots 16-48 1. Exterior and interior footings for one-story structures should be founded at a minimum depth of 12 inches below the Ilowest adjacent ground surface. Exterior and interior footings 1 for two-story structures should be founded at a minimum depth of 18 inches below the lowest adjacent ground surface. All footings should have one No. 4 reinforcing bar placed at the top and one No. 4 bar placed at the bottom of the footing. 2. A reinforced concrete grade beam should be provided across garage entrances, poured to the same depth and width as the adjacent exterior footings, and should be reinforced with the same amount of steel. 3. Concrete slabs shall have a nominal thickness of 4 inches and shall be reinforced with 6-inch by 6-inch, No. 10 by No. 10 welded wire mesh. Concrete slabs with moisture sensitive floor covering shall be underlain with a moisture barrier consisting of a minimum of'a 6 mil visqueen.membrane with all ends overlapped at least one foot. one inch of moist sand shall be placed over the membrane to aid in uniform curing of the concrete. All slab reinforcement shall be properly supported to ensure the desired placement. 11 IS. E. Medall & Associates, Inc. Weatherfield Homes June 6, 1977 Page 10 W.O. 605 4. Garage slabs should be quartered and should be poured such that a positive separation between the slab and the house footings is provided. This separation should be maintained with cold joint material which will permit relative movement. 5. Presaturation is recommended for these soil conditions. The moisture content of the,subgrade soils below concrete slabs, driveways and sidewalks should be 110 percent of optimum moisture to the depth of the footings in these areas. Veri- fication of the moisture content should be made prior to the 1 placement of concrete within each specific slab area. POST GRADING CRITERIA Trench Backfill 1. Exterior utility trench backfill shall be placed to the fol- lowing standards: 90 percent of the laboratory standard if native materials are used as backfill. 2. For shallow interior utility trenches, a clean sand having a sand equivalent value greater than 30 may be utilized and 1 jetted in place. Inspection, probing and, if deemed necessary, testing shall be required to verify that the backfill has been adequately densified. 1 1 1 S. E. Medall & Associates, Inc. I Weatherfield Homes June 6, 1977 Page 11 W. O. 605 I3. For trenches deeper than 3 feet, a clean sand having a sand equivalent value greater than 30 should be used to bed the pipe up to springline and jetted in place. Sand should then Ibe placed to one foot above the pipe and jetted in place. The remainder of the backfill may consist of native soils and should be mechanically compacted in lifts to a minimum of- 90 percent relative compaction. 4. Exterior trenches, paralleling a footing and -extending below a 1:1 plane projected from the outside bottom edge of the footing, shall be compacted to 90 percent of the,laboratory standard. Sand backf ill, unless it is similar to the in - place fill, should not be allowed in these trench backfill areas.. Density testing along with probing shall be accom- plished to verify the desired results. 5. Backfill in trenches dug within areas subjected to traffic should be mechanically compacted to 90 percent relative Icompaction. Additional Grading - The project soil engineer shall be notified, prior to fill place- ment, regrading of the site, or•backfilling trenches, after rough grading has been completed. IS. E. Medall & Associates, Inc. I Weatherfield Homes Page 12 I 1 I 1.,. B IN 1 B I I l June 6, 1977 W.O. 605 SUMMARY The completed work has been reviewed and the building pad areas are considered adequate:for the construction now planned.- Our findings were made and recommendations were prepared in conformance with generally accepted professional engineering principles and practices. No further warranty is implied nor made. This report is subject to review by the controlling authorities for this project. Respectfully submitted, S. E. MEDALL & ASSOCIATES, INC. h P i` DAN R. EBERHART C.E.G. 965 BLT:DRE:•GWA:kaa GREGORY- W. AXTEN R.C.E. 26098 Enclosures: Table I - Compaction Test Results Table II -.Depth-.of. Fill Grading Inspection Certificate Grading Plans '. c: (3) Addressee (hand -delivered) t. E. Neclail 3 Associates, Inc. CON!PACTION TEST RESUL'i Date Test Loc./ Of Te-st Tract No. Dry Mcpt}i/ Moist.urC Dens:i.ty 1i1Cy. % P.C.F. Relative compaction SUi.l 2-14-77 Lot 3 33197 758.5 19.9 95.9 92.0 D 2-14-77 Lot 2 33197 759.0 18.0 94.1 90.0 D 2-14-77 Lot 2 33197 759.5 17.5 93.6 90.0 D 2-14-77 Lot 3 33197 761.0 18.4 95.4 90.0 D 2-14-77 Lot 3 33197 760.5 13.6 109.2 92.0 C 2-14-77 Lot 2 33197 762.5 16.4 113.4 91.0 F 2-14-77 Lot 2 33197 763.0 19.5 97.1 93.0 D. 2-14-77 Diamond Ridge 765.0 14.0 110.5 94.0 C. 2-14-77 Lot 3 33197 766.5 14.9 99.2 95.0 D 2-14-77 Lot 3 33197 768.0 14.3 97.9 94.0 D 2-14-77 Lot 4 33197 769.5 13.1 114.9 92.0 F 2-14-77 Diamond Ridge 769.0 15.7 100.3 96.0 D 2-14-77 Diamond Ridge 770.5 19.9 110.7 94.0 C 2-14-77 Lot 2 33197 772.0 18.0 109.6 93.0 C 2-15-77 Lot 2 33197 745.5 17.3 98.0 94.0 D 2-15-77 Lot 3 33197 743.0 15.0 109.6 93.0 C 2-15-77 Lot 2 33197 747.0 20.5 100.4 97.0 D 2-15-77 Lot 3 33197 745.0 19.9 99.2 95.0 D 2-15-77 Lot 2 33197 749.0 17.7 95.2 92.0 D 2-15-77 Lot 2 33197 748.0 19.0 96.6 93.0 D 2-15-77 Lot 3 33197 748.5 18.5 99.6 95.0 D 2-15-77 "' Lot 8 33197 742.0 20.5 100.4 97.0 D 2-15-77 Cold Spring Lane 740.0 18.4 94.6 91.0 D 2-15-77 Cold Spring Lane 744.0 16.5 95.5 92.0 D 2-15-77 Cold Spring Lane 746.5 14.0 114.7 92.0 F 2-15-77 Cold Spring Lane 745.5 13.6 115.3 93.0 F 2-15-77 Cold Spring Lane 745.0 19.0 109.7 93.0 C 2-15-77 Cold Spring Lane 747.0 20.5 96.5 93.0 D 2-15-77 Cold Spring Lane 746.0 15.6 110.3 94.0 C 2-15-77, Cold Spring Lane 745.5 14.0 109.5 93.0 C 2-15-77 Lot 2 33197 749.5 20.5 99.5 95.0 D 2-15-77 Lot 2 33197 749.0 19.9 96.7 93.0 D 2-15-77 Lot 2 33197 751.5 18.0 100.4 97.0 D 2-16-77 Cold Spring Lane 746.5 18.51 101.0 98.0 D 2-16-77 Cold Spring Lane 745.5 14.5 110.5 94.0 C. 2-16-77 Cold Spring Lane 748.5 11.6 115.8 94.0 F 2-16-77 Lot 2 33197 747.5 13.1 95.2 92.0 D`. 2-16-77 Lot 2 '33197 749.0 13.6 112.7 93.0 B' 2-16-77 Lot 2 33197 750.0 14.0 99.1 95.0 D 2-16-77 Lot 2 33197 749.5 13.1 107.0 91.0 C 2-16-77 Lot 2 33197 751.0 15.0 102.6 98.0 D 2-16-77 Lot 2 33197 753.0 14.5 110.1 93.0 A 2-16-77 Lot 3 33197 754.0 11.9 109.5 93.0 C COMPACTION TEST RESULTS Da to o:f: TCst Test 'Loc./ Tract No. 1)ry Depth/ I loi.stnro Density Elev. P.C.F. Relative Compaction Soil in! -e 2-1.6-77 Lot 3 33197 749.5 21.0 105.2 90.0 C 2-16-77 Lot 3 33197 743.5 11.9 94.7 91.0 D 2-16-77 Lot 3 33197 745.0. 16.4 92.8 90.0 D 2-16-77 Lot 3 33197 747.0 17.2 98.9 95.0 D 2-16-77 Lot 3 33197 748.5 17.0 105.1, 90.0 C 2-16-77 Lot 3 33197 749.5 15.0 109.6 93.0 C 2-16-77 Lot 3 33197 752.0 12.6 106.6 91.0 C 2-16-77 Lot 3 33197 754.5 19.9 99.2 95.0 Il 2-16-77 Lot 3 33197 755:5' 14.2 93.2 90.0 D 2-16-77 Lot 3 33197 757.0 16.0 109.5 93.0 C 2-16-77 Lot 3 33197 744.0 13.5 110.1 91.0 B 2-16-77 Lot 3 33197 746.5 14.0 105.5 90.0 C 2-16-77 Lot 23 32974 754.5 18.4 98.4 95.0 D 2-16-77 Lot 23 32974 747.0 21.0 96.2 93.0 D 2-16-77 Lot 23 32974 749.5 12.9 109.7 93.0 C 2-16-77 Lot 23 32974 753.5 15.1 107.8 92.0 C 2-17-77 Lot 2 33197 753.5 17.6 96.8 93.0 D 2-17-77 Lot 2 33197 755.0 19.9 98.2 94.0 D 2-17-77 Lot 2 33197- 757.0 18.5 99.3 96.0 D 2-17-77 Lot 3 33197 756.5 14.0 110.4 94.0 C 2-17-77 Lot 3 33197 758.0 13.6 109.E 93.0. C 2-•17-77 ... Lot 2 33197 559.5 18.0 97.3 94.0 D 2-17-77 Lot 2 33197 761.0 15.5 115.8 93.0 F 2-17-77 Lot 23 32974" 743.0 19.9 95.7 92.0 D 2-17-77 Lot 22 32974'`• 744.5 15.0 108.4 92.0 C 2-17-77' Lot 21 32974 745.0 14.5 17.0.1 94.0 C 2-17-77 Lot 21 32974 746.0 15.6 107.5 91.0 C 2-17-77 Lot 22 32974 746.5 19.5 94.3 91.0 D 2-17-77 Lot 22 32974 749.0 20.5 95.7 - 92.0 D 2-17-77 Lot 2 33197 755.5 14.6 108.3 92.0 C 2-17-77 Lot 2 33197':` 757.0 13.5 106.8 91.0 C' 1 2-18-77 Lot 3 33197 759.5 11.9 93.4 90.0 D 2-18-77 Lot 3 33197 761.7 14.2 113.8 91.0 F 2-18-77 Lot 2 33197 759.5 14.2 106.8 91.0 C 2-18-77 Lot 2 33197"'' 761.0 17.7 95.2 92.0 D 2-18-77 Lot 2 33197-=- 762.5 15:0 107.8 92.0 C 2-18-77 Lot 2 33197"' 758.5 15.5 112.2 95.0 C' 2-18-77 Lot 2 33197 ' 763.0 15.0 112.7 91.0 2-18-77 Lot 2 33197 764.5 22.0 95.1 91.0 D 2-18-77 Lot 2 33197 762.5 17.7 115.4 93.0 F 2-18-77 Lot 2' 33197 765.5 21.0 95.8 92.0 D 2-18-77 Lot 2 33197 763.5 19.9 94.3 91.0 D 2-18-77 Lot 2 33197 766.0 15.0 93.4 90.0 U 2-18-77 Lot 3 33197 767.5 19.9 107.7 92.0 C 2-18-77 Lot 3 33197 769.0 21.0 95.9 92.0 D 2-18-77 Lot 3 33197 768.5 14.5 110.9 91.0 B 2-18-77 Lot 3 33197 767.5 17.2 108.1 92.0 C V, . E=. '1 cJ s :J1 is Assoc;nies, !n C. COMPACTION TEST RESULTS Dry late Test l,oc./ Depth/ •!o.isturc llensi.ty of Test Tract No.. Elev. % P.C.F. Relative Compaction 2-18-77 Lot 3 .33197 769.5 19.9 95.1 91.0 2-18-77 Lot 20 32974 742.5 13.6 109.2 93.0 2-18-77 Lot 20 32974 745.0 15.7 110.4 91.0 2-18-77 Lot 19 32974 746.5 18.7 96.2 93.0 2-18-77 Lot 22 32974 752.0 19.5 98.6 95.0 2-18-77 Lot 23 32974 755.0 21.0 99.1 95.0 2-18-77 Lot 22 32974 757.5 13.6 112.9 93.0 2-21-77 - Lot 2 33197 760.0 17.9 112.6 90.0 2-21-77 Lot 2 33197 765.5 17.5 108.1 91.0 2-21-77 Lot 2 33197 768.0 14.0 108.5 92.0 2-21-77 Lot 2 33197 775.0 16.5 107.3 91.0 2-21-77 Lot 2 ..33197 767.5 17.2 96.4 93.0 2-21-77' Lot 2 33197 769.0 19.3 107.3 91.0 2-21-77 Lot 2 33197 771.0 15.0 108.4 91.0 2-21-77 Lot 2 33197 773.0 17.5 107.2 91.0 2-21-77 Lot 2 33197 769.5 23.4 95.6 92.0 2-21-77 Lot 2 33197 774.5 12.4 97.9 94.0 2-21-77 Lot 3 33197 769.5 19.9. 95.9 92.0 2-21-77 Lot 3 33197 773.5 13.6 113.7 91.0 2-21-77 Lot 3 33197' 771.0 12.9 112.5 90.0 2-21-77 Lot 3 33197 774.0 14.0 114.6 92.0 2-21-77 Lot 3 33197 775.0 19.0 96.6 93.0 2-21-77 Lot 3 33197 774.5 18.7 95.8 92.0 2-21-77 Lot 3 33197 770.5 15.6 109.5 93.0 2-21-77 Lot 3 33197 773.0 14.8 110.7 93.0 2-21-77 tot 3 33197 775.0 13.5 109.2 92.0 2-21-77 Lot 3 33197 777.0 13.9 111.3 95.0 2-21-77 Lot 3 33197 778.5 21.5" 98.7 95.0 2-21-77' Lot 3 33197 779.5 22.3 95.1 91.0 2-21-77 Lot 3 33197 780.0 13.0 110.5 94.0 2-22-77 Lots 19-23'32974 755.0 16.4 109.1 92.0 2-22-77 Lots 19-23'32974 759.5 18.4 108.8 93.0 2-22-77 Lots 19-23 •32974 761.5 21.3 97.3 94.0 2-22-77 Lots 19-23 32974 763.0 15.0 111.3 92.0 2-22-77 Lots 19-23 "32974 765.5 17.5 98:7 95.0 2-22-77 Lots 19-23„32974 766.5 18.4 101:4 : 98.0' 2-22-77 Lots 19-23 32974 765.5 24.1 97.5 94.0 2-22-77 Lots 19-23 32974 767.0 14.9 109.4 93.0 2-22-77 Lots 19-23 32974 769.5 15.1 97.3 94.0 2-22-77 Lots 19-23 32974 754.0 23.3 108.8 93.0 2-22-77 Lots 19-23 32974 756.5 19.9 96.7 93.0 2-22-77 Lots 19-23 32974 758.0 23.5 99.5 96.0 2-22-77 Lots 19-23 32974 759.5 24.4 96.5 93.0 2-22-77 Lots 19-23 32974 763.0 17:7 93.6 90.0 2-22-77 Lots 19-23 32974 765.5 18.7 97.7 94.0 2-22-77 Lots 19-23 32974 768.5 19.5 107.3 91.0 2-22-77 Lots 19-23 32974 759.9 21.9 108.3 91.0 2-22-77 Lots 19-23 32974 765.5 19.9 107.5 91.0 E C D B D D 0 cD C D D D D D C E C COMPACTION TEST RESULTS Dry Relative Date Test Loc./ Depth/ Moisture Density Compaction Soil of Test Tract No. Elev- P.C.F. Type 2-23-77 Lots 19-23 32974 769.5 19.9 96.8 93.0. D 2-23-77 Lots 19-23 32974 768.0 21.5 99.5 96.0 D 2-25-77 Lots 9-18 32974 749.0 19.9 110.2 94.0 C 2-25-77 Lots 9-18 32974 744.5 21.0 109.8 93.0 C 2-25-77 Lots 9-18 32974 755.0 23.3 110.8 94.0 C 2-25-77 Lots 9-18 32974 746.5 18.5 96.7 93.0 2-25-77 Lots 9-18 32974 759.0 13.6 115.6 93.0 F_ 2--25-77 Lots 9-18 -- 32974- 752.0 19.9 98.4 95.0 D 2-25-77 Lots 9=18 32974. 746.5 21.0 95.2 92.0.' 2-25-77. Lots 9-18 32974 745.0 17.6 96.9 93.0 D 2-25-77 Lots 9-18 32974-'- 760.0 14.5 116.3 93.0 F 2-25-77 Lots 9-18 32974 -_:': 742.0 13.9 115.1 92.0 F 2-25-77 Lots 9-18 32974 748.0 13.9 113.8 91.0 F 2-25-77 Lots 9-18 32974 759.0 14.6 115.1 92.0 F 2-25-77 Lots 9-18 32974 761.0 23.3 94.3 91.0 D 2-25-77 Lots 9-18 32974 745.5 15.7 108.2 92.0 C .. 2-25-77 Lots 9-18 32974'•-%.,763.5 16.0. 110.4 94.0 C 2-25-77 Lots 9-18 32974•':'"759.5 14.8 108.5 92.0 C 2-25-77 Lots 9-18 . 32974 761.5 15.0 109.8 93.0 C 2-25-77 Lots 9-18 32974 . 763'0 15i5'• 111.9 92.0 B 2-25-77 Lots 9-1.8 32974 -' 765.0 21.5 98.6 95.0 D 2-25-77 Lots 9-18 32974 766.5 17.2 110.7 94.0 C 2-25-77 Lots 9-1.8 32974 - 773.0 19.9 95.1. 91.0 D 2-25-77 Lots 9-18 32974 ---._ M.5 18.5 96.7 93.0 D 2-25-77 Lots 9-18:•32974 785.0 21.0 95.6 92.0 D 2-28-77 Lots 11-13 32974_;':;-.771.0 15.6 109.6 93.0 C 2-28-77 Lots 11-13.32974 769.5 14.5 110.4 94.0 C 2-28-77 . Lots-11-13 32974 "-'767.0 13.6 107.8 92.0 C 2-28-77 Lots 11-13_"32974 765.0 15.8 108.0 92.0 C 2-28-77 - Lots 11-13 32974 765.5 15.0 110.2' 94'0 C 2-28-77 Lots 11-13 32974 .:P.766.5 19.5 98:4 95.0 D 2-28-77 Lots 11-13 32974'4'--.768.0 21.3 94.9 91.0 D 2-28-77 Lots 11-13 32974-; ,=,764.0 11.9 112.5 90.0 F 2-28-77 Lots 11-13 32974--.-769:5 13.5 115.1 92.0 F 2-28-77 Lots 11-13.32974">; 768.0 12.8 116.7 94.0,-' F.' 2-28-77 Lots. 11-13•-32974- a'-;,770.0 13.8 113.1 91.0 z F. 2-28-77 Lots-11-13 32974: h,769.5 14.6 114.8 92.0 F-! 2-28-77 Lots-.11-13 32974 "-...'772.0 15.9 106.8 91.0 2-28-77 Lots 11-13 32974-•. 778.5 16.5 108.2 92.0 C 2-28-77 Lots 11-13 32974,,,-;..781.0 18.0 107.1 91.0 2-28-77 Lots 11-13 32974•'- 775.5 12.5 114.3 92.0 F _ 2-28-77 Lots 11-13 32974 776.0 14.5 109.4 93.0 C" 2-28-77 Lots 11-13 32974 771.5 13.6 107.8 92.0 C 2-28-77 Lots 11-13 32974 773.0 14.9 110.1 94.0 C 2-28-77 Lots 11-13 32974 774.5 16.7 108.4 92.0 C 2-28-77 Lots 11-13 32974 778.5 15.9 107.3 91.0 C 3nc- I COMI W.U. bU-,) TON TEST RESULTS Test slate No_ of Test Test Loc./ rrlct No. Dry Relative Depth/ AMo1stu-rc 1)ensity Compaction Soil F.lev. % F.C.F. 5 Type 185 3-1-77 Lots 9-15 32974 765.5 19.9 95.6 92.0 D 186 3-1-77 Lots 9-15 32974 766.0. 18.0 98.4 95.0 D 187 3-1-77 Lots 9-15 32974 774.0 13.8 113.5 91.0 F 188 3-1-77 Lots 9-15 32974 775.5 12.7 115.7 93.0 F. 189 3-1-77 Lots 9-15 32974 777.0 14.1 114.8 92.0 190 3-1-77 Lots 9-15- 32974 780.0 15.6 106.9 91.0 C , 191 3-1-77 Lots 9-15 32974 781.0 16.2 108.1 92.0 0 " 192 3-1-77 Lots 9-15 32974 789.0 14.7 112.9 91.0 F` 1193 3-1-77 Lots 9-15 32974 793.5 12.8 116.1 93.0 RF 194 3-1-77 Lots 9-15 32974 799.0 21.9 96.7 93.0 D 195 3-1-77 Lots 9-15 32974 804.5 14.9 108.2 92.0 C 196 3-1-77 Lots 9-15 32974 785.0 15.6 110.3 94.0 C 197 3=1-77 Lots 9-15 32974 787.5 11.9 114.5 92.0 F 198 3-1-77 Lots 9-15. 32974 788.5 13.3 113.1 91.0 F 3-1-77 Lots 9-15 32974 765.0 21.5 93.6 90.0 D199 200 3-1-77 Lots 9-15 32974 758.5 23.3 95.4 92.0 D 201 3-1-77 Lots 9-15 32974' 765.0 13.8 114.2 92A F 202 203 3-1-77 3-1-77 Lots Lots 9-15 9-15:.32974 32974 764.0 776.5 14.6 12.7 109.2 112.1 93.,0 90.0 C. F 1205 204 3-2-77 3-2=77 Lots Lots 15-18 15-18 32974 32974 763.5 764.0 16.4 18.4 107.2 94.1 91.0 90.0 C D 206 3-2-77 Lots 15-18 32974 769.0 14.2 109.4 93.0 C 207 3-2-77 Lots 15-18 32974 767..5' 17.2 93.6 90.0 D 208 3-2-77 Lots 15-18 32974 767.0 21.9 98.3' 95.0 D. 209 3-2-77 Lots 15-18'32974 769.5 13.6 108.5 92.0 210 3-2-77 Lots 15-18 32974 770.0 17.7 95.2 ''•" 92.0'. D ' 3-2-77 _ Lots 15-18 32974 769.5 19.9 96.9 93.0• D211 212 3-2-77 Lots 15-18,32974 770.0 16.4 95.8`- 92.0 D 213 3-2-77 Lots 15-18 32974 771.0 19.0 98.7 95.0 D 3-2-77 Lots 15-18232974 772.5 10.8 115.8 93.0 F214 215 3-2-77 Lots 15-18.32974 771.0 13.1 117.2 94.0• F 216 3-2-77 tots 15-18 329A 778:0 18.5` 96.7 93.0 D 217 3-2-77 Lots 9-14-;329.74 779.5 15.7 108.8 93.0 218 3-2-77 Lots 9-14''32974 780.0 14.6 110.1 94.0 C': C ' 219 3-2-77 Lots 9-14 -'-32974 780.5 15.7 - 109:2 '.+ 93.0 220 3-2-77 Lots 9-14 • 32974 782.0 16.5 95.6 92.0 D'- 3-2-77 Lots 9-14 32974 780.0 14.0 109.2 93.0 C"_ 221 222 3-2-77 Lots 9-14 32974 785.5 15.5 96.3 93.0 D'. 223 3-2-77 Lots 9-14 32974 792.5 16.0 98.1 94.0 D 224 3-2-77 Lots 9-14 32974 797.5 19.9 99.5 96.0 D-' I I TABLE I W.O. 6u5 COMPACTION TEST RESULTS Dry Dnte Depth/ h?oisture Density of Pest 'Pest Location Elev. % P-C"F. Relative Compaction Soil Type 3-3-77 Lot '18 32974 771.5 16.4 105.9 90.0 C 3-3-77 Lot 18-19 32974 773.0 15.7 95.0 91.0 D 3-3-77 Lot 19 32974 775.5 18.5 106.3 90.0 C 3-3-77 Lot 16 32974 776.0 13.6 109.2 92.0 A 3-3-77 Lot 14 - 39274 783.0 11.8 101.0 97.0 D 3-3-77 Lot 13 32974 , 785.0 15.7 109.7 92.0 A 3-3-77 Lot 12 32974' 794.5 16.4 106.0 90.0 C 3-3-77 Lot ..12- 32974••799.5.. 17.7 99.4 95.0 s D. 3-3-77 Lot 10 32974:'811.5 19.9 96.7 93.0 D 3-3-77 Lot 9 32974' 807.0 23.5 99.5 96.0 D 3-3-77 Lot 12 32974- 803.0 24.4 96.5 93.0 D 3-3-77 Lot 21 32974=. 760.0 17.7 93.6 90.0 D 3-3-77 Lot 20 32974 762.5 18.7 97.7 94.6 D 3-3-77 Lot 20 32974 765.0 19.5 107.3 91.0--" C 3-3-77, Lot 20 32974 767.5 21.9 108.3 91.0 E 3-3-77. Lot 23 32974 770.0 19.9 107.5 91.0 -'- C 3-3-77 Lot 23 32974. 772.5 16.4 109.5 92.0---: - A 3-3-77' Lot 22' 32974''-774.0 18.5 110.0- H-•-92-.0 -_ A 3-3-77 Lot 22 32974. 775.5 14.0. 115.5 - 93.0 F 3-3-77 Lot 23 32974 776.0 ' 12.9."' 113.7 91.0 F 3-4-77 Temporary. Dike :' 2.Street_13.9 112.7'- 91.0 - F. 3-4-77 Temporary Dike 3.5 " 19-,9: 109.4 93.0 C 3-4-77, Temporary Dike 5• " 23.3 107.1 41.0•- C 3-4-77 Temporary Dike , : 4 - " 17.7 110.2 94.0 "- C 3-4-77 Temporary Dike- 6. -" 16.4 106.7 91.0 - C 3-8-77 Lot'-..23 32974.'.770.0 13.9 113.4 91.0 F " 3-8-77 Lot, 23 32974" 779.0 s12.8 112.9 ..'..'90.0 F 3-8-77 - Lot 23 •' 32974 = 781.5 '..• 19.0 110.2 94.0 C 3-8-77 Lot 23 32974•• 789.5 15.6 110.9 , . 91.0 B . 3-8-77 Lot. 23 32974- 795.5 109.3 93.0 - '. C 3-8-77 Lot 23 32974-:773.5 18.5-. 16.0 115.1. 92.0 " K. F 3-8-77 Lot 23 32974'.•775.5 11.1 108.7 91.'0 A 3-8-77 "' Lot 22 - 32974 .' 7.78.0 12-.4' 110.2 . 93.0 A 3-8-77 Lot 22 -" 32974 .;779.5 15.5 • 1'11.9. 90:0 -: F 3-8-77 Lot- 20 32974 •,-769.5 21i5• ., 106.9 91 0 - 3-8-77 Lot-- 19 32974r 770.'5 20:5 0.6 - 90: 0 . - • D-- D3-8-77. Lot 19 32974•'•;'•773.0 19.9 94.6 91.0 „ , D 3-8-77 Lot 20 32974 775:0 i8;8 94.2 91.0 D 3-8-77 Lot 19 32974..775.5 11.5 108.9 92.0 _ . tW, 3-8-77 Lot 19 32974 779.5 12.0 110.1 93.0 A 3-8-77 Lot 19 32974 782.0 13.6 111.3 94.0 A 3-8-77 Lot 23 32974 775.5 14.5 112.6 90.0 F 3-8-77 Lot 23 32974 778.0 19.9 106.9 91.0 C--,- 3-8-77 Lot 23 32914 786.5 23.3 109.2 93.0 C 3•-8-77 Lot 23 32974 798.5 11.7 114.6 92.0 F all .41c Associa?es, Inc. i n.V• VVl COMPACTION TEST RESULTS Dry Relative Date Depth/ Moisture Density Compaction Soil of Pest Pest Location Elev. P.C.F. Type 3-8-77 Lot 23 32974 779.0 12.9 115.2 93.0 F 3-8-77 Lot 19 32974 775.0 14.5 108.2 92.0 C 3-8-77 Lot 21 32974 779.5 12.6 113.8 91.0 F 3-8-77 Lot 22 32974 780.0 18.9 98.6 95.0 D 3-9-77 Lot 23 32974 779.5 15.6 107.8 92.0 C 3-9-77 Lot 23 32974 781.5 14.5 110.3 94.0 3-9-77 Lot-..'23 32974 783.5 16.0 109.5 93.0 s`i' C:: 3-9-77 Lot 23 ' 32974 785.0' 18.8 97:2 93.0 J'D •' 3-9-77 Lot 23 32974. 788.5 20.5 95.1 91.0 D" 3-9-77 Lot 23 32974 782.0 22.8 94.8 91.0 D 3-9-77 Lot 23 32974 795.5 12.9 113.5 91.0 F 3-9-77 ""• Lot 23 32974' 802.0 19.5 96.9 93.0 D.. 3-9-77 Lot. 23 32974. 785.0 11.6 115.8 93.0 3-9-77 Lot 21: 32974 769.5 14.0 116.4 93.0 3-9-77 ='` Lot - 22. 32974 787.5 11.5 108.7 91:0 A 3-9-77 Lot 21 32974 789.5 13.6 113.9 917.0- 3-9-77 Lot - - 21 32974' 791.0 17.7 95.3 92.0' D ' 3-9-77 Lot. 19• 785.5 11.0 110.2 ' 93.-0 y _,.-:: ''• A-- 3-9-77 -. Lot 19 32974 32974 788.0 9.8 108:4 91:0 A' 3-9-77 . Lot 21 32974''=' 7 91. 0 15.9 106.9 91.0 C 3-9-77 Lot-. 19 32974 792.0 -' 19.9 96.7 93.0- D .' 3-9-77 Lot 19 ' 32974: 781.0 21.5 94.5 91.0 D 3-9-77 Lot 20 32974 772.0 16.1 109.3 93.0" C 3-9-77 Lot 20 32974 775.5 15.2 112.7 91.0 F 3-9-77 Lot. 23 32974 787.5 14.7' 114.3 92:0 F. 3-9-77 Lot- 22 32974 791.5 15.8 115.8 93.0 F' 3-10-77 Lot 19 ' 32974 785. 5 11:0 ' ' . 110.7 93.0 A , 3-10-77 Lot 19: 32974 788.0 15.5 108.3 92.0 • e:^;:::'' C 3-10-77- Lot 23 32974 780.5 11.7 109.1 " 92.0 "', z'- 'A" 3-10-77 ' Lot 23 32974.' 799.5 10.8 111.3 94. 0' A: •• 3-10-77 Lot 23 32974 789•.5 16.0 106.8 91:0,,'' 'r. : "C•, 3-10-77 Lot 20 32974 782.5 15.8 110.2 94:0 C:.' 3-10-77 - -' Lot.. 19 32974 785:0 12:9 = - 112.E .+': 90:0;•'_`":'ter F:r; 3-10-77 Lot 20- 32974 784:0 71:5 114:8 "' 92:'0." F,.: 3-10-77 '=? Lot ' 22 32974 790-.0 19:0 =- 95.1- ` 1..,, . 3-10-77 'ri" Lot' 23 32974 802:0 13.6 111.8 91.-0-._.,.;,,D 90 0. 3-10-77 "" Lot' 23 32974. 807.0 22':8 94:3 91i0 s...... ; 3-10-77 Lot 22 32974 804.5 23:3 96.1 92'.0 D.•,..; 3-10-77 Lot' 19 32974 785.5 14.0 113.7 91:0- r t•. :. zK 4J:i. tt;F-a,:'; 3-10-77 Lot 19 32974 790.5 13.8 115.9 93.0 `'.::,*`^':i"';="! tr .F; 3-10-77 Lot 21 32974 792.0 13.2 109.8 90:0 3-10-77 Lot 23 32974 785.5 11.8 108.3 91.0 B'... wA 3-10-77 Lot 22 32974 790.5 12.9 112.4 93.0 B-.:- 3-1.0-77 Lot 21 32974 792.5 13.5 108.9 92.0. A 3-10-77 Lot 22 32974 794.5 15.0 106.5 91.0 C 3-10-77 Lot 19 32974 791.5 14.9 109.2 93.0 C 3-10-77 Lot 18 32974 775.5 16.1 114.2 92.0 F 3-10-77 Lot 16 32974 785.0 19.9 96.7 93.0 D 3-10-77 Lot 16 32974 772.5 21.5 94.9 91.0 D N""loll a associates, Inc. m..t•e.-Q.,.-......,n.,.e.e_..n,.sj..e..,.q.",-a."'F,.,ear xn- _ - .- , - .. .,, .: - - :.. .. TABLE I W.O. 605 CUMPACT[ON TEST RESULTS Test Date No. of Test Test Location Dry Depth/ M6isture Density Elev- % P.C.F. Relative Compaction Soil Type 3-1.1-77 Lot 20 32974 787.5 12.9 112.7 91.0 F 3-11-77 Lot 23 32974.' 804.0 13.5 111.6 90.0 F 3-11-77 Lot 23 32974 -. • 792.5 11.9- 114.5 92.0 F', 3-11-77 Lot 22 32974,,.'* 808.5 15.5 109.2 93.0 C. 3-11-77 Lot 19 329747-_.- :793.5 19.6 96.6 93.0 D•.' 3-11-77 ,. Lot 20 32974 "-.789.5 21.5 95.1 91.0 D 3-11-77 Lot 20 32974 ` - ;' 791.0 13.8 112.2 90.0 3-11-77 Lot'..19 32974 -4rr:-:795.5 15:0 106.2 90.0 3-11-77 ' .:' Lot 21 32974 '".'.:' 796.0 11:9 109.5 92:0 3-11-77 Cold Spring Lane ..' 798.0 12.5 110.2 93.0 A 3-11-77 Lot 19' 32974': ', 22.5 94.3 91:0-•• i` D'' 3-11-77 ;` Lot 18 796.5 32974 ' •.", 778.0 23.3 ' 95:1: 91:0' `` D 3-11-77 Lot 17 32974`_'- -• 779.5 15.0 108- 3 92:0-= " ` C:- 3-11-77 Lot 15 32974 .- 789.0 12.5 112.4 90.0 3-11-77 - Lot 14 32974--, 791.5 14 6 - 106.7' 91.6 • "', C 3-11-77'. • - Lot 16 32974 787.5 15.7 107.1 91:0;•`_ ;_ C :. 3-11-77•"'"" Lot 17 32974''.':": 785.5 12:0 111.8 go ;; F' ' 3-11-77- w: =- Lot 17 32974 `.:: 788.0 13.8 114.2 92:0 -'' ' F ' 3-11-77'":-"Lot 18 32974 ., .789.0 12.9 108.E 91.'0. '-;: A 3-1-1=77' ` Lot 17' 32974 -. = 785.5 iM 113.6 91.0 F 3-11-77-'" . 17 32974 794.5 22.8 .. 93.7 - _ 90.0.• ---.-: ' D ' Lot 3-14-77.`.':. Lot 20 32974;': 793.5 13.5 112.1-' 90.0.. F 3-14-77 ;„`.:;-Lot.. 20 32974-,.:_' -,,796.0 12.9" 114.6-. 92.0':°' T 3-14-77:_ :;q, Cold Spring;L'ane ', 15:0 106.8 3-14-77 '`:-''Lot 23 805.5; 32974`'=,."-`.800.0 13,'S 115:1 92.0 C,' F, -" 3-14-77, <. Lot 22 32974.:;.'•_;,:797.5 21.8 94.3. 91:0-- D 3-14-77 :`°"'=:' hot' 21 32974 ;`>`; 801.5 11. 6 108:4 91:0'' :[`: A 3-14-77'-- =' Lot 21 32974 fr'`%, 807.5 17.7'' •' 109.2 - 93:0 ;"_' C- 3-14-77 %: _,Lot 23 32974::., ', 804.5 12.6 116.8 94.0.`.` ;;: F 3-14-77--'.".`Lot 19 32974"';=,;=;-'.807:0 15:6' 108.2' 92.0-, i;. y C. - 3-14-77 Lot 20 32974.'`: ':799.5 16.8 106.9 9130-T-,C `' C': 3-14-77" =c:. Lot 20 32974 T. •'', 802.0 15.5 108.9, 93' 0 C=` ' 3-14-77' •'; , _`Lot 20 32974,°`1.'"- 805.0 14.5 110.2 94:0: ; . C.:, 3-14-77=`?;;:Lot 23 32974:i-_:-806.5 15',8 112:5_..`; 90.0= 3-`F'r,` 3-14-77 •"`_;,tiot:'.'-16 32974 •;;,,•790.0....-,,13.6.114:1"' C 92:0 , %._;,.....,:_4 jE.?.;• 3-14-77"-"^:Iota15' 32974•"• 785.5 C'11:`0`',^'- 109:5'. 920' :'? A•> - 3-14-77- .41,Lot-'.15. 32974-',:-* :;_789.5 107.8''; : 92..0, :,:`:•`. C;s 3-14-77 `-,`-':'Lot 14 32974 790.5". t y14.0 12:8' 115:4 . 93:0. 3-14-77 . Lot 12 32974-, •„ 787.0 13;9 116.2 93.0;-'" •.. w1:F.:? . 3'14-77 Lot,. 12 32974 ' 798.0 109.7 92:0" A'' 3-14L77 Lot' 11 32974": 806.0- 10.,9 19.5 95:2' 92.0 3-14-77 - Lot 10 32974 805.5 21.5 94.0- 90.0 D 3-14-77 Lot 11 32974 807.0 14.9 112.0 90.0 F 3-14-77 Lot 12 32974 809.5 13.5 108.8 91.0 A"= 1 S. E.-Med-zli u :Associales, Inc. Date of. 'Pest 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-15-77 3-16-77 3-16-77 3-16-77 3-16-77 3-17-77' 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 '• 3-17-77' 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 3-17-77 COMPACTION Test RESULTS Dry Test Loc. / Depth/ i•'.o:iSturc DenS its• Tract No. F..Lev. 6 P.C.F. Lot 18 32974 795.5 13.5 Lot 16 32974 787.5 12.9 Lot 17 32974 798.5 11.8 Lot 17 32974 805.0 11.5 Lot 16 32974 807.5 15.0 Lot 15 32974 781.5 14.9 Lot 12 32974 . 788.5 10.9 Lot 11 32974 :- 790.0 14.5 Lot 8 32974 803.0 13.0 Lot 7 32974 902.5 14.2 Lot 118 32974 807.5 14.5 Cold Spring Lane 809.5 15.2 Lot 31. 32974 821.5 12.6 Cold Spring Lane 796.5 10.8 Lot 34 32974, 814.5 12.2 Lot. 33 32974 . 823.0 13.9 Cold Spring Lane 807.5 19.5 Lot 21 32974 811.0 21.2 Cold Spring Lane.-, 809.5 18.8 Lot 31 32974 819.5 15.1 Lot 32 32974 817.5 22.3 Lot 23 32974 810.5 14:6 Lot 19. 32974 . 813.0 13.8 Lot 16 32974 793.5 15.5 Lot 14 32974 795.0. 19.0 Lot 18 32974 791.5 21.5 Lot 17 32974 790.0 13.6 Lot 16 32974 "' 796.0 11`.7 Lot 14 32974 797.5 16.3 Lot 13 32974 789.0 14.2 Lot 11 32974 808.5 13.8 Lot 10 32974 806.5 18.9 Lot 11 32974 811.0 21.4 Lot 10 32974 809.0 19.5 Lot 11 32974 i.'. 813.5 15.0 Lot 12. 32974 ":"':'806.5 14.0 Lot 13 32974 791.5 12.8. Lot 11 32974-%;' 815.0 12.5 Lot 15 32974 787.5 13.9 Lot 23 32974 808.5 12.0 Lot 21 32974 813.0 14.0 Lot 19 32974 815.5 11.5 Lot 33 32974 825.5 10.9 Lot 31 32974 820.0 17.7 Lot 32 32974 815.5 21.1 Cold Spring Lane 812.0 20.0 Lot 22 32974 809.5 23.3 Lot 23 32974 810.5 19.9 Lot 23 32974 810.5 15.6 Cold Spring Lane 810.0 14.7 116.2 115.8 114.1 108.7 109.2 110.3 109.2 108.9 112.3 115.7 107.3 106.8 115.7 108.4 109.9 108.3 95.8 96.7 112.6 114.8 93.6 113.6 116.9 107.3 95.8 94.3 112.9 110.7 108.3 113.4 115.9 96.5 94.2 97.4 107:8 109.0 115.7 116.5 112.9 108.7 114.2 109.2 110.4 106.8 95.6 97.1 94.2 95.1 106.5 109.8 Relative Compaction Soil Type 93.0 93.0 92.0 91.0 93.0 94.0 92.0 93.0 90.0 93.0 91.0 91.0 93.0 91.0 92.0 92.0 92.0 93.0 90.0 92.0 90.0 91.0. 94.0 91.0 92.0 91.0 91.0 93.0 92.0; 91.0 93.0 93.0 ` 91.0 94.0 92:0 " 93 - 0'... 93.0 .. " 94:0 91.0 91.0 92:0 92.0 93.0 91.0 92.0 93.0 91.0 91.0 91.0 93.0 COMPACTTON 'PLiST RESULTS 1)1.y Relative Date rest Loc./ Dopth/ Mo:istiivc Den si.ty Compaction Soil Of 'Pest. Tract Vo. E1ev. P.C.F. I)Lpe 3-18-77 Lot 14 32974 796.5 12.5 114.9 92.0 F 3-18-77 Lot 15 32974 790.0 13.6 112.4 90.0 F 3-18-77 Lot 13 32974 794.0 11.7 108.2 91.0 A 3-18-77 Lot 11 32974 804.5 14.0 . 110.3 93.0 A 3-18-77 Lot 10 32974_ 808.0 18.9 95.6 92.0 D . 3-18-77 Lot 8 32974 811.5 19.6 96.9 93.0 D 3-18-77 Lot 9 32974 806.5 21.0 - 95.1 91.0 L1 3-18-77 Lot 8 32974 816.5 23.3 94.0 90:0 D 3-18-77 Lot 11 32974 - 799.5 16.0 107.3 91.0 C` 3-18-77 Lot 10 32974 810.5 17.2 109.4 93.0 C ' 3-18-77 Lot 23 32974 811.0 13.5 113.8 91.0 F 3-18-77 Lot 21 32974 815.5 14.8 108.7 93.0 C 3-18-77 Lot 18 32974' 795.5 15.5 107.6 92.0. C 3-18-77 Lot 19 32974 817.5 12.9 111.9 90.0 F 3-18-77 Lot 32 32974 817.5 11.2 108.5 91.0 A 3-18-77 Lot 33 32974 822.0 12.5 110.2 93.0 A 3-18-77 Lot 32 32974 819.0 19.9 96.5 93.0 D 3-18-77: Cold Spring Lane 814.5 20.3 94.1 90.0 D 3-18-77 Cold Spring Lane 816.5 21.0 93.6 90.0 D 3-18-77 Cold Spring Lane 818.0 12.8 114.9 92.0 F 348-77 Lot 14 32974 798.0 14.5 96.8 93.0 : D 3-18-77 Lot 13 32974 796.5 21.5 97.9 ' 94.0 D 3-21-77 Lot 23 32974 - 812.5 15.6 108.9 93.0 C 3-21-77 Lot 22 32974 814.5 14.8 110.2 94.0 C 3-21-77 Lot 21 32974 - 817.0 217.0 95.8 92.0 D 3-21-77 Lot 18-'--32974 797.5 9.8 110.7 88.0 F 3-21-77 ' Lot 18 32974-';`..797.5 13.5 112.9 91.0 F 3-21-77 Cold Spring Lane 811.5 11.5 110.5 . 93.0 A 3-21-77 Cold Sp ring:Lane'•••-813.0 10.9 114.5 92.0 F 3-21-77 ' " Cold Spring Lane,`- 817.5 12.5 116.3-+r 93.0 F 3-21-77 ' 19 • 32974 '?; 819.0 16:1 109.5 "" 93.0 CLot 3-21-77 ' Lot 20 -, 39274 - 815.5 17.7 96.7.,:% 93.0 .. D 3-21-77 - Lot 31 39274' 823.5 13.9 115.7 93.0 F 3-21-77.= Lot 32 32974 821.0 12.5 116.5 94.0 F 3-21-77- ` Lot 33 32974 ,- 826.5 14.9 109.8 93.0 C 3-21-77-:--- Lot 32 ' 32974-%*.'-823.5 15'.2 108.0 92.0 C• 3-21-77 • '. Lot 18• 39270''- 799.5 19.9 96.3 93.0 - D 3-21-77 ='% . Lot 17 32974`::, 794.5 11'; 2 108.6 91.0 _'-_: A! 3-21-77 Lot 15 32974 "=:.792.5 13..6 112.8 91.0 F'. 3-21-77 Lot 18 32974 802.0 14.0 114.3 92.0 F 3-21-77 Lot 17' 32974'-: 798.5 18.5 97.2 93.0 i'•D 3-21-77 Lot 15 32974' 795.0 20.2 95.8 92.0 3-21-77 Lot 14 32974 801.5 19.1 96.7 93.0 D 3-21-77 Lot 13 32974 798.5 11.0 1.09.3 92.0 A• a = Retest CO`1PACTION TEST RESULTS Dry Relative hate Test Loc./ DepLh/ oi.sturc Density Compaction Soil o'f: '1'cst Tract No. F'.lev_ Y.C.F. TY[ c 3-22-77 Lot 33 32974 828.5 13.0 108.1 91.0 A 3-22-77 Lot 34 32974 827.5 14.6 112.7 91.0 F 3-22-77 Lot 32 32974 825.0 15.9 107.9 92.0 C 3-22-77 Lot 22 32974 824.5 16.1 106.7 91.0 C 3-22-77 Lot 21 32974 821.5 21.3 95.3 92.0 D 3-22-77 Lot 19 32974 821.5 16.5 106.8 91.0 C 3-22-77 Lot 8 32974 818.0 13.8 113.1 91.0 F... 3-22-77 Lot 10 32974 809.5 14.0 112.2 90.0 F. 3-22-77 Lot 12', 32974 794.5 15.6 109.2 93.0 C 3-22-77 Lot 20 32974= 819.0 11.9 108.1 91.0 A ". 3-22-77 Lot 21 32974 826.0 11.8 115.7 93.0 F 3-22-77 Lot 20 32974 825.5 13.5 113.4 91.0 F 3-22-77"'`. Lot 18 " 32974 ' 802.5 13.9 114.2 92.0 F 3-22-77 Lot .19 32974 ° 824.5 11.3 108.7 91.0 A 3-22-77 .-. Lot*. Lot 22 32974'°' 827.0 11.8 110.2 93.0 A 3-22-77e°.' Cold Spring Lane 816.0 19.0 96.9 93.0 D 3-22-77':'.:Cold Spring Lane 813.5 21.0 94.3 91.0 D 3-22-77 •'Lot 23 32974 813.5 15.0 106.9 91.0 C 3-22-77> '-'" Lot 17•. 32974 800.5' 14.5 108.2 92.0 C 3-22-77..'-; Lot 15 .-..32974 - 797.5 13.6 112.3 90.0 F 3-22-77 Cold Spring Lane 815.0 14.8 109.5 93.0 C 3-22-77 Cold Spring Lane 818.5 15.9 107.2 91.0 C 3-22-77 _.. Lot 13 32974 801.5 11.7 110.4 93.0 A 3-23-77 Lot 21 32974" 827.5 22.0 96.1 92.0 D 3-23-77 ''. Lot 33 32974 > 829.5 23.5 95.3 92.0 D 3-23-77 " Lot 22 .32974 828.0 17.0 93.6 90.0 ' D 3-23-77 Cold Spring Lane •: 819.5 22.0 95.2 91:0 D 3-23-77 "' Cold Spring Lane-' 824.0 24.2 94.3 91.0 D 3-23-77 Cold Spring Lane 820.0 19.0 98.5 '` 95.0 D 3-23-77 Lot 34 32974 828.5 17.7 93.2 90.0 D 3-23-77 Lot 20 32974 823.5 20.5 95.2 91.0 D 3-23-77 Lot 19 `32974:. 826.0 19.0 94.5 91.0 D 3-23-77 ". Lot 18 32974. 805.5 23.5 93.7"` 90.0 D. 3-23-77" -':Lot 8 ' '32974 '.'_ 815.5 13.2 113.8 91.0 F 3-23-77. .:; Lot 11 .32974 `.'803:5 17.5 93.6 ' 90.0 ' D 3-23-77' Lot 15 32974 ;:' 804.0 21.2 95:1' 91:0 "'`' ` r'D. 3-23-77 Lot 17 `- 32974 " 805.5 11.1 109:2 92.0"'^_ 3-23-77 '" Lot 22 .'-32974 828.5 12.8 115:7` 93:0'`.` ^ 23-77 Lot 32974 828.5 9030 3-23-77 Lot 34 32974 ' 829.0 15.5 108.6 92.0 3-23-77' Lot 31 32974 830.0 19.0_ 96.'0 92.0 = D 3-23-77 Lot 19 - 32974 827.0 22.7 98.0 94.0 D' 3-23-77 Cold Spring Lane 826.5 25.0 96.2 92.0 D 3-23-77 Cold Spring Lane 828.0 23.5 94.0 90 D 3-23-77 Lot 20 32974 826.5 15.1 112.0 90.0 F 3-23-77 Lot 14 32974 806.5 13.9 114.3 92.0 F C:ODIPAC T I ON TEST RESULTS Dry Relative Date Test Loc./ Depth/ MoLst.ure Density Compaction Soil Of Test: Tract No.__ E7ev. P_C.1•. Type 3-24=77 Lot 22 32974 829.5 23.3 96.5 93.0 D 3-24-77 Lot 20 32974 827.5 19.5 97.9 94.0 D 3-24-77 Lot 19 32974 829.5 14.1 112.8 91.0 F 3-24-77 Lot 17 32974. 807.5 15.6 108.7 93.0 C 3-24-77 Lot 16 32974 806.0 16.0 107.1 91.0 C 3-24-77 Lot 18 32974 826:5 24.6: 95.3 92.0 D- 3-24-77 Lot 15 32974•. 807.0 12.0 109.2 92.0 .- A-_.. 3-24-77 Lot .13 32974: 810.5•• 11.5 110.4 93.0 '.- W~'--A 3-24-77 Lot, 11 32974 806.5 20.4 96.9 93.0 D• 3-24-77 Lot 9 32974 816.5 12.9 114.3 92.0 F 3-24-77 Lot 18 32974 829.5 12.9 116.5 94.0 F 3-24-77 Lot 19 32974,•.- 831.0 13.8 114.1 92.0 F 3-24-77 Lot- 20 32974 , 829.0 12.5 117.7 95.0 F 3-24-77 Lot 17 32974' 811.5 11.7 109.3 92.0 A 3-24-77 ' Lot 18 32974 ... 831.5. 12.2 110.4 93.0 A 3-24-77 Cold Spring Lane 830.0 14.0 112.6 90.0 F 3-24-77 Cold Spring Lane, 825.5 15.2 109.4 93.0 C 3-24-77 Cold Spring Lane 821.5 14.5 110.6 94.0 C 3-24-77 Lot 8 32974 817.5 23.0 95.8 92.0 D 3-24-77 Lot 9 32974 815.0 21.8 94.0 90.0 D 3-24-77, Lot 10 32974 817.5 19.5 97.1 93.0 D 3-24-77 Lot 14 32974 811.5 20.7 95.2 92.0.' D 3-28-77 Lot 2 33197 767.5 17.7 109.4 93.0•_ C' 3-28-77 Lot 2 33197 770.0 14.2 115:7' 93.0 •. F 3-28-77 Lot 2 33197••'• 772.0 15.5 116.2 93.0-. F 3-28-77 Diamond Ridge ._ , 773.5. 14.9 115.8 93.0-. F 3-28-77 Lot 2 33197... 775.5 15.7 110.4 94.0 • C. 3-28-77 Lot 17 32974"'- 815.0 "._. 23.4 95.3 92.0 D 3-28-77 ' Lot 16 32974 .`' " 809.5 = 20.5 97:1 93.0 D ' 3-28-77' Lot:,.18 32974'., 832.0 21.9 96.6 93.0 .. D 3-28-77 Lot:., 2. `.; 33197 774.5"'.'. 19.9 97 .5 94.0 D 3-28-77 tot;.2•". 33197'.'„..777.5.,.:;';', 13.1 116.8 94:0• - w - F.: 3-28-77 Lot `'7 7 32974;: > 815.3 14.5 109.4 93.0 3-28-77 Lot 10 32974_%. ', 13.8 112.5 90.0 F 3-28-77 Lot..9 32974;':`• : 819.0.. 817.5 =-.,;: 15.5 107.2.' 91:0,-_`_..`..'_ C ' 3-28-77 Lot- -14 32974 ^::• 815:5 13.5 114.6 r; ' :-az.F' 3-28-77 ' Lot ::-16 32974 ; ;,.:. 816. 5 15.0 107.0 92.0 91.0 3-28-77 Lot. 8 _` 32974-.'..; 817.0 14.9 108.7 93.0 C 3-28-77 Lot 9, 32974•:^- 818.5 19.9 96.5 93.0 s`" • ".D 3-28-77 Lot 11 32974', 811.5 21.5 94.2 91..V _ P `D 3-28-77 Lot 13 32974 816.0 16.1 106.9 91:0 C. 3-28-77 Lot 15 32974 ' 817.5 15.8 107.8 92.0 C 3-28-77 Lot 18 32974 833.5 14.0 115.8 93.0 F 3-28-77 Lot 8 32974 819.5 13.2 116.4 93.0 F 1. 5.:. ai1 TABLE' T W.O. 605 COMPACTION 'PEST RESIMT Dry Relative Date Test Loc./ Depth/ Moisture Density Compaction Soil of 'rest Tract 140. Elev. o P.C.TF. Tyne 3-29-77 Lot 1 32974 779.0 13.5 115.6 93.0 F 3-29-77 Lot 5 32974 781.5 14.0 113.9 91.0 F 3-29-77 Lot 4 32974 779.5 12.8 116.7 94.0 F 3-29-77 Lot 4 3297'4 780.5 15.7 108.4 92.0 C. 3-29-77 Lot 5 32974 782.5 15.5 109.2 93.0• C. 3-29-77 Lot 1 32974 777.5 13.1 112.8 91.0 F.:.- 3-29-77 Lot 1 - 32974 779.0 13.9 114.3 92.0 3-29-77.' Lot 23 ' 32974- 814:0' 21.0 95.1 91.0 D.:' 3-29-77 Lot 20 32974 831.5 14.8 109.4 93.0 J" 66':' 3-29-77 Lot 22 32974:• 820.5 19.9 97.2 93.0 D 3-29-77 .. Lot 15 32974 819.5 11.9 115.6 93.0. F 3-29-77', Lot 18 32974.-'' 834.5 13.2 113.2 91.0 F 3-29-77 Lot 33 32974•• 831.0 18.9 97.4 94.0 D 3-29-77=.. Cold Spring Lane 832.0 22.3 95.1 91.0 D 3-2.9-77' : .• Cold Spring Lane 818.5 19.5 96.9 93.0 ' D 3-29-77 Cold Spring Lane 834.0- 15.0 108.7 93.0" _. C 3-29-77 Lot 32 32974 830.0 14.7 110.5 93.0 A . 3-29-77 "':; Lot 10 32974 •' 821.5 13.9 112.8 91.0 F-' 3-29-77': '=•-Lot 12.: 32974•,: " 822.0 11.5. 109.5 92.0' . ' ._ ' A 3-29-77 °' " Lot 8 32974 ',_ 821. 5' 15.7 108.7 93:0 .. C 3-29-77 :• Lot 9 32974 - •' 823.5 13'.6 114.3 92.0 F 3-29-77 "' Lot 14 32974 '. 819.5 14.2 115.6 93.0 F 3-29-7.7 _ Lot 7 32974 819.0 15.9 106.8 91.0 C 3-30-77' Lot 19 32974• 835.5 11.5 113.7 91:0 F 3-30-77'.,•: Lot 32 32974:•.=, 831.5 15.7 109.5 93.0 = C 3-30-77-':1. Lot 17 32974-, 834.0 18:0 . ` 95.3 92.0 " D•• 3-30-77 -'. Lot 18 32974'.:' :.:'1835:0 1 19.9 97.1 93.0 D '. 3-30-77 : =` Lot 1.- ", 33197 a:. 779.5 15.0 109.8 A3.0 C.. . 3-30-77 '-- Lot.2. 33197ATw`; 780.0 16.1 110.2 i':.94.0:.: -_ C.;. 3-30-77 Lot 2 33197"•:':' 779.0 21.0 96.8 93.0''1: " D-, 3-30-77 Lot 3 33197'i5i.% 778.5 14.6 108.4 92..0 C, 3-30-77 -_4;'.'Lot 4- -..33197:-'.,. 781°0 13.8 115.1 92.0'•:.;; `_ t F' 3-30-77 ' :: Lot 3 33197.9,E __ 779.5 15.9 107.9 92 0• • = ' r'C•; 3-30-77.` -?-: Lot 7 ' 32974"• ,, -:821. 5 23. 3 94.3 91G 0 D -. 3-30-77 o Lot 10 1'- 32974;n;,!;%,',823.5 20.5 96.2 4 e;.93:0: .; D.Y . 3-30-77:.a . Lot . 8 :.. 32974;y`: r'°,823.0 13.8 112.5 90i.0`?';4;; -' i .','-F 3-30-77' `: Lot 11 32974 ''' 825.0 15.2 107.2 93:0 3-30-77 :.'" Lot 13 -- 32974_';'" 820.5 12.5 116.5 t ' 94:0. ' 3-30-77 -' " Lot 15 32974',:: 824.0 13.0 114.1. 92:0 3-30-77 Lot 14 32974•,"- 825.5 14.8 108.7 93.0 3-30-77 Lot 16 32974 '- 826.5 16.3 106.9 91:0 C':• 3-30-77 Lot 18 32974 " 836.5 15.5 108.0 92.0 C1. 3-30-77 Lot 13 32974 824.5 19.5 97.2 93.0 D•- 3-30-77 Lot 11 32974 827.5 21.5 95.4 92.0 D 3-30-77 Lot 12 32974 828.0 14.0 112.8 91.0 F 3-30-77 Lot 9 32974 825.5 20.7 96.8 93.0 D C/1BL.Ii r. W.O. 605 CWIPACTION TF-ST RESULTS I)ry Relative Test Date Test Loc./ Depth/ Mo-istuc Density Compaction Co. of Test Tract No. Ia ev. P.C.F. 592 3-31-77 Lot 4 32974 781.0 15.1 113.6 91.0 593 3-31-77 Lot 3 32974 778.5 12.8 116.7 94.0 594 3-31-77 Lot 5 32974 781.0 14.5 114.8' 92.0 595 3-31-77 Lot 15 32974 826.0 21.7 96.2 93.0 596 3-31-77 Lot 14 32974 827.5 13.8 112.6 90.0 597 3-31-77 Lot 13 32974 826.0 15.9• 108.5 92.0 598 3-31-77 Lot 11 32974. 828.0 13.6 114.9 92.0 599 3-31-77 Lot 10 32974 826.5 16.1 106.9 91.0 600 3-31-77 Lot 17 32974 829.5 20.5 96.8 93.0 601 3-31-77 Lot 16 32974 829;0 23:7 94.0 90.0 602 3-31-77 Lot 17 32974 832.5 16.4 109.1 92.0 603 3-31-77 Lot 15 32974, 828.0 23.3 108.8 93.0 604 3-31-77 Lot 12 32974 827.5 15.1 97.3 94.0 1605 3-31-77 Lot 10 32974 826.5 18.4 108.7 93.0 606 3-31-77 Lot 9 32974 827.0 21.3 97.3 94.0 607 3-31-77 Lot 8 32974- 826.5 14.9 109.4 93.0 608 3-31-77 Cold- Spring Lane 829.5 15.0 111.3 0.0 r'-: 609 3-31-77 Cold Spring Lane. 831.5 24.1 97.5 94.0 610 3-31-77 Lot 7 32974 828.5 17':5 98.7 95.0 611 3-31-77 Lot 10 32974 829.0 18.4 101.4 981.0 612 3-31-77 Lot 9 32974 829.5 14.7 115.8 93.0 613 3-31-77 Lot 12 32974 ''' 830.0 16.5 107.5 9r.0 614 3-31-77 Lot 14 32974 832.0 15.1 114.0 91.0 615 4-1-77 Lot 17 32974 f4 834.0 13.7 114.1 92-.0 616 4-1-77 Lot 15 32974 830.0 15.5 207.9 92:0 617 4-1-77 Lot 13 32974 829.5 11.9 112.8 93.0 618 4-1-77 Lot 11 32974 830.0 14.1 113.4 91.0 4- 1-77 Lot 10 32974-. 829.5 12.8 115.6 93.0 619620 4-1-77 Lot 9 32974 . 831.0 14.7 106.8 91':0 621 4-1-77 Lot 8 32974- 830.5 11.6 110.1 93.'0 ' 4- 1-77 Lot 7 32974 831.5 12.5 108.5 91':0 622623 4-1-77 Cold Spring Lane' 835.5 15.0 109.2 93.0 624 4-1-77 Cold Spring Lane 837.0 15.1 112.8 91.0 625 4-1-77 Lot 16 - 32974 `"'-:: 835.5 11i 5 112.5 90:0 626 4-1-77 Lot 14 =.32974`.- 4' •'831.5 15.1 106.9 91:0 4- 1-77 Lot 10 32974'• , ;'; 831.5 11.7 112.7 93:0 628 4-1-77 Lot 9 32974,':.'- 832.0 12.0 111.2 92:0 629 4-1-77 Lot 8 32974 833.0 11.9 109.0 92.0 630 4-1-77 Lot 11 32974 834.5 15.6 115.7 93.0' 631 4-1-77 Lot 12 32974 832.5 21.5 96.2 93.0 632 4-1-77 Lot 3 32974 763.0 19.9 97.5 94.0 L633 4-1-77 Lot 2 32974 762.5 22.5 94.1 90.0 634 4-1-77 Lot 3 32974 765.5 19.5 96.8 93.0 4- 1-77 Lot 2 32974 766.5 13.8 114.5 92.0 635636 4-1-77 Lot 1 32974 764.5 15.9 109.4 93.0 637 4-1-77 Lot 3 32974 767.5 23.3 96.8 93.0 Soil Type bU I COMPACTION TEST RESULTS Tcst Date Test 'Loc./ Depth/ "!0is'ture No. of Test Tract No. Flev. 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 6.54 655 656 657 658 659 660 661 662 663 664 66 666 667 668 669 670 671 672. . 673 674- 67 676 677 678 679 680 681 682 683 Dry Density 4-4-77 Lot 1 32974 768.5 13.8 113.7 4-4-77 Lot 3 32974 769.5 22.5 97.2 4-4-77 Lot 2 32974 771.5 14.2 115.3 4-4-77 Lot 1 32974 769.5 12.9 116.4 4-4-77 Lot 1 32974 772.0 11.7 109.5 4-4-77 Lot 2 32974 773.0 15.8 108.3 4-4-77 Lot 2 32974 775.0 13.6-- 112.4 4-4-77 Lot 1 32974 774.5 13.0 114.9 4-4-77 Lot 11 32974 833.5 15.0 106.9 4-4-77 Lot 15 32974 837.5 16.1 106.3 4-4-77 Lot 12 32974 835.5 11.8 115.6 4-4-77 Lot 15 32974 838.5 15.7 109.5 4-4-77 Lot 16 32974 839.5 13.5 114.8 4-4-77 Lot 11 32974 836.0 14.0 116.9 4-4-77 Lot 10 32974 831.5 15.9 110.4 4-4-77 Lot 9 32974 833.5' 12.1 108.7 4-4-77 Cold Spring Lane 836.5 11.9 110.1 4-4-77 Cold Spring Lane 838.0 21.0 96.5 4-4-77 Lot 14 32974 838.0 16.1 108.4 4-4-77 Lot 13 ' 32974 837.5 19.5 97.6 4-4-77 Lot 12 32974 838.5 13.8 113.6 4-4-77 Lot 17 32974' 839.5 14.1 112.5 4-4-77 Lot 9 32974 835.5 12,6 110.9 4-5-77 Lot 1 32974 776.5 13.8 114.5 4-5-77 Lot 2' 32974 776.0 12.9 115.8 4-5-77 Lot 3 32974 773.5 15.0 108.4 4-5-77 Lot 4 32974 784.5 1178 110.2 4-5-77 Lot 2 .'::32974 778.5 10.5 109.9 4-5-77 Lot 1 32974 '. 779.0 14.2 112.5 4-5-77 Lot 3 32974 775.0 13.7 115.9 4-5-77 Lot 1 ' 32974 781.5 16.0 108.8 4-5-77 Lot 2 32974 780.0 13.9 116.2 4-5-77 Lot 2 32974 782.0 14.4 109.6 4-5-77 Lot 10 32974 837.5 14.5 114.3 4-5-77 Lot 15 32974 '.. 841:5 11.8 110.6 4-5-77 Lot 13. 32974 839.5 12.5 108.7 4-5-77 Lot 9 32974 837.5 21.8 95.4 4-5-77 Lot 7.11 32974 :.'' 840.0 19.5 97.2 4-5-77 Lot 12-'` 32974 842.5 22.0 94.1 4-5-77 Lot 13 32974 844.5 13.9 115.6 4-5-77 Lot 14 32974 845.0 15.6 107.4, 4-5-77 Lot 11 32974 845.5 20.7 96.8 4-5-77 Lot 1 32974 783.5 17.5 108.7 4-5-77 Lot 2 32974 784.5 15.0 112.6 4-5-77 Lot 3 32974 778.5 14.8 109.8 4-5-77 Lot 4 32974 787.5 15.7 108.2 Relative Compaction Soil Type 91.0 93.0 93.0 93.0 92.0 92.0 90.0 92.0 91.0 90.0 93.0 93.0 92.0 94.0 94'. 0 91.0 93.0 93.0 92.0 94.0 91.0 90.0 91.0 92.0 93.6 92.0 93.0- 90.0 . 90:0 93:0 93.0 93.0 93.0 92.0' 91.0 92.'0 93.0 93.0 91.0 93.0 93.0 90.0 93.0 92.0 TeS t. 684.7 685 686 687 688 1 689 690 6911 692 693 694 695 696 697 698 699 700 702 703 704 705 706 707 724 725 1 1 COMPACTION TEST IZESU1..1'S 1)ry Relative Irate Test Loc./ Ileptll/ MOiSturC Dell SitJ• Compaction Soil Of 'Pest Tract No. f.ilev. 11.C.P 2'ype 4-6-77 Lot 3 32974 770.5 13.2 112.1 90.0 F 4-6-77 Lot 3 32974 774.5 13.8 106.8 91.0 C 4-6-77 Lot 2 32974 772.0 15.1 107.2 91.0 C 4-6-77 Lot 9 32974 842.5 12.8 114.8 92.0 F 4-6-77 Lot 11 32974 847.0 20.5 96.5 93.0 D 4-6-77 Lot 13 32974 848.5 19.9 97.8 94.0 D 4-6-77 Lot 15 32974+ 849.0 21.7 - 95.4 92.0 D 4-6-77 Lot 8 32974 838.5 11.8 110.2 93.0 A 4-6-77 Lot 10 32974 845.5 13.9 115.6 93.0 F= 4-6-77 Lot 12 32974 846.5 14.5 114.3 92.0 F 4-6-77 Lot 1 32974 •. 784.5 20.9 96.4 93.0 D . 4-6-77 Lot 2 32974 785.0 17.7 94.0 90.0 D 4-6-77 Lot 3 32974 781.5 15.0 106.9 91.0 C 4-6-77 Lot 4 32974 789.5 21.3 95.3 92.0 D 4-6-77 Cold Spring Lane 842.0 13.8 112.8 91.0 F 4-6-77 Cold Spring Lane 846.5 12.7 114.9 92.0 F 4-6-77 Lot 1. 32974 786.5 14.9 107.5 91.0 C 4-6-77 Lot 2 32974 787.5 16.1 109.4 93.0 C 4-6-77 Lot 3 32974 784.0 19.5 98.0 94.0 D 4-6-77' Lot 2 32974 789.0 21.7 96.1 92'.0 D 4-6-77 Lot 11 32974 849.5 13.0 115.2 93.0 F 4-6-77 Lot 14 32974 850.0 14.2 114.3 92.0 F 4-6-77 Lot 1 32974 776.5 15.6 108.4 92.0 C 4-6-77 Lot 1 32974 778.0 14.8 109.8 93.0 C 4-7-77 Lot 5 32974 797.5 23:3 94.8 91.0 D 4-7-77 Lot 4 32974 792.5 21.5 95.6 92.0 D 4-7-77 Lot 3 32974 787.5 22.8 94.0 90.0 D 4-7-77 Lot 2 32974 790.5 14'.,7 112.1 90.0 F 4-7-77 Lot 1 32974 789.5 16.3. 108.5 92.0 C 4-7-77 Lot 3 32974 - 792.5 24.6 95.1 91.0 D 4-7-77 Lot 2 32974_ •. 793.0 23A 94.8 91.0• D. 4-7-77' • Lot 1 32974 792.5 15'.8 109.5 93.0 . C . 4-7-77 Lot 1 32974 779.5 21.7 93.6 90.0 D 4-7-77 Lot 1 32974 781.5 20.5 95.4 92.0 D 4-7-77 :::, Lot 10 32974 848.5 13.8 115.3' "'. ` 93.0 F. 4-7-77 f': Lot 13 32974 12.9 112.9 93.0, B._ 4-7-77 Lot 15 32974 851.0 852.5 11?P 110.8 91:0 •:';.• B=. 4-7-77 Lot 11 32974.` 851.0 15A 109.2 93.0 :. C'.` 4-7-77 ', Lot 16 32974 853.5 14.5 112.5 90.0 F _. 4-7-777 Lot 2 32974 >_ 795.0 22.8 95.7 92.0 - D 4-7-77 Lot 1 32974 794.5 16.1 106.8 91.0 C 4-7-77' Lot 3 32974 796.0 19.8 97.2 93.0 D S.. TABLE. I W.O.605 i. PAMON TEST RESULTS Date of Test 4-8-77 4-8-77 4-8-77' 4-8-77 4-8-77 4-8-77 4-8-777 4-8-77 4-8-77 4-8-77 4-8-77 4-8-77 4-8-77 4-8-77 4-8-77 4-8-77 4-8-77'. 4-8-77 4-8-77 4-8-77 4-8-77 4-8-77 4-8-77 4-11-77 4;11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-11-77 4-1.1-77 4-11-77 4-11-77 4-12-77 4-12-77 Test LOC./ Tract No. Lot 2 32974 Lot 1 32974 Lot 3 32974 Lot 4. 32974 Lot 14 32974 Lot 12 32974 Lot 10 32974-.- Lot 9 32974 _ Cold Spring'Lane Cold Spring Lane ' Lot 15 32974 Lot 13 32974 Lot 11 32974 Lot 9 32974.`.,. Lot 5 32974 ' Lot 4 32974 Lot 3 32974' Lot 1 32974 Lot 1 32974 Lot 1 32974 Lot 2 32974 -' Lot 1 32974 Lot 3 32974 Dry Depth/ Moisture Dens ty la ev. % P.C.F. Relative Compaction Soil Type 796.5 18.7 96.7 93.0 D 795.5 20.5 94.6 91.0 D 798.0 15.0 107.9 92.0 C 799.5 13.6 112.8 91.0 F 851.5 14.2 114.5 92.0 F 853.0 15.5 108.7 93.0 C 849.5 13.8 113.8' 91.0 F 847.5 12.9 115.3 93.0 F%=" 850.5- 14.7 108.4 92.0 C 851.5 11.8 109.9 92.0 A 850.5 11.7 110.3 91.0 B 853.5 12.3 109.6 90.0 B 854.0 11.5 110.8 93.0- A 851.0 13.1 108.7 91.0 A 801.0 21.0 95.2 92.0 D 799.5' 20.8 96.5 93:0 D 799.0 19.5 97.3 94.0 D 802.5 16.3 108.1 92.0 C 784.5 15.6 109.7 93.0 C 787.0 23.3 94.0 90.0 D 803.0 20.9 95.9 92.0 D 802.5 19.9 96.8 93.0 D 804.0 11.2 111.6 92.0 B Lot 2 32974 804.0 Lot 1 32974 '' 802.5 Lot 3 32974 .;, 801.5 Lot 4 32974, :.., 805.5 Lot 5' 32974 " 808.5 Lot 6 32974 ' 807.5 Lot 2 32974 808.5 Lot 3 32974 804.0 Lot 1 32974 ". 785.5 Lot 1 32974 789.5 Lot 1 32974 809.5 Lot 3 32974-.--- 810.0 Lot 1 32974'. 811.5 Lot 9 32974 "' 852.5 Lot 11 32974 ' '_' 855.0 Lot 14 32974'.' 853.5 Lot 12 32974 855.5 Lot 13 32974 857.0 Lot 10 32974 854.5 Cold Spring Lane 855.5 Cold Spring Lane 851.0 Lot 35 32974 844.5 Lot 36 32974 843.5 Lot 1 32974 813.5 Lot 2 32974 815.0 13.4 11.9 15.5 12.8 11:5 11.7 14.1 21.0 13.8 15.7 21.7 15.5 20.5 13.8 23.3 13.0 12.9 11.7 13.8 14.1 12.5 14.0 11.9 12.8 15.9 112.8 108.7 109.5 112.9 114.0 109.9 112.7 96.8 114..3 107.9 95.6 107.8 96.7 114.6 94.3 110.9 112.8 110.4 113.5 111.6 114.2 113.8 109.4 115.8 108.7 93.0 91.0 93.0 93.0 94.0 92.0 91.0 93.0 92.0 92.0 92.0 92.0 93.0 92.0 91.0 91:0 93.0 93.0 93.0 92.0 94.0 91.0 92.0 93.0 93.0 W.O. 605 COMPACT(0N 'PEST RESULTS Date Te,t Loc./ of Test Tract No. Dry Depth/ Moisture 1)ensity Elev. 11.C.F. Relative CompaCtiott Soil Type 4-12-77 Lot 3 32974 814.5 13.5 113.7 91.0 F 4-12-77 Lot 4 32974 815.5 14.0 112.3 90.0 F 4-12-77 Lot 6 32974 815.5 11.7 110.8 91.0 B-- 4-12-77 Lot 2 32974 816.0 12.0 108.6 91.0 A 4-'12-77 Lot 3 32974 817.0 21.7 95.9 92.0 D 4-12-77 Lot 5 32974 818.5 13.6 112.4 93.0 B- 4-12-77 Lot 1, 32974 795.5 12.3 113.5 93.0 B'.`'' 4-12-77 Lot 1 32974 798.0 11.9 109.6 92.0 A' 4-12-77 Lot 6 32974 817.5 14.5 111.4 92.0 4-12-77 Lot 8 32974 815.5 13.2 108.9 92.0 A- 4-12-77 Lot 7 32974- 816.5 15.8 112.1 90.0 F 4-12-77 Lot 4 32974 819.0 19.9 96.7 93.0 D 4-12-77 Lot 1 32974 819.5 20.5 95.2 92.0 D 4-12-77 Lot 7 32974' 819.0 14:7 113.5 91.0 . F 4-12-77 Lot 6 32974 820.0. 21.8 95.0 91.0- D . - 4-12-77 Lot 9 32974 858.0 10.5 109.8 90.0 B 4-12-77 Lot 10 32974 856.5 11.8 108.7 91.0 A 4-12-77 Lot 11 32974 859.5 12.8 111:9 92.0 B 4-12-77 Lot 13 32974 858.0 11.9 112.6 93.0 B. 4-12-77 Lot 12 32974 857.5 16.1 109.8 93.0 C 4-12-77' Lot 10 32974 858.5 17.7 110.1 91.0 B 4-13-77 - Lot. 1 32974 801.5 14.5 113.2 91.0 F 4-13-77:.._ Lot 1 32974 804.5 15.0 108.7 93.0 C 4-13-77 ' Lot 1 32974 807.0 20.5 95.9 92.0 D 4-13-77 •- Lot 9 32974 859.5 11.7 112.3 92.0 B 4-13-77 Lot 11 32974 857.5 11.0 110.2 93.0• A 4-13-77 ^ • Lot 12 32974 858.5 12.2 109.6 90.0 B 4-13-77 Lot 10 32974 861.5 14.8 109.8 93.0 C 4-13-77 • Lot 9 32974 863.0 13.6 115.4 93.0 F ' 4-13-77 Lot 10 32974 864.0 10.8 113.8 94.0 B 4-13-77 Lot 4 32974 820.5 11.3 110.6 93.0 A'" 4-13-77 Lot 3 32974 820.0 12.9 113.8 94.0 B 4-13-77 Lot 5 32974 818.5 11.7 110.4 930. 4-13-77 Lot 7 32974 821.5 11.0 109.1 92.0 A 4-13-77• Lot 6 32974 822..0 21.5 95.2 92.0 4-13-77 Lot 8 32974 823.5 13.8 114.6 92.0 4-13-77 Lot 2 32974::"_ 824.5 15.5 108.4 92.0 - C - 4-13-77 Lot 1 32974 825.0 12:9 115.8- 93:0 4-13-77 Lot 3 32974 824.5 14.1 112.1 90.0 R. 4-13-77 Lot. 1 32974 826.5 15.9' 109.8 93:0 C 4-13-77 Lot 2 32974 827.0 19.5 97.3 94.0 D.^ 4-13-77 Lot 5 32974 826.5' 20.8 96.4 93.0 D' 4-13-77 Lot 7 32974 826.5 23.3 94.3 91.0 D 4-13-77 Lot 8 32974 829.0 21.7 95.2 92.0 D 4-13-77 Lot 6 32974 828.5 15.0 107.8 92.0 C E iAac!ntiI Ct S ? i81r^:. 871C. fnlil.,fi .A W.0.; 605 COPIPACTION TEST RESULTS Dry Relative Dnt:e rest Loc./ Depth/ Moisture Density Compaction of Test. Tract: No. I::Lev. 4-]4-77 Lot 35 32974 843.5 12.9 110.7 91.0 4-14-77 Lot 36 32974 846.5 11.5 109.3 92.0 4-14-77 Lot 35 32974 839.0 20.5 95.6 92.0 4-14-77 Lot 37 32974 849.0 21.8 94.5 91.0 4-14-77 Lot 39 32974 845.5 23.3 94.0 90.0 4-14-77 Lot 40 32974 849.5 15.9 106.8 91.0 4-14-77 Lot 38 32974 853.5 13.0 113.4 91.0 4-14-77 Lot 37 32974 847.5 19.9 96.6 93.0 4-14-77 Cold Spring: Lane 829.5 20.8 95.3 92.0 4-14-77 Cold Spring Lane 837.5 22.7 94.8 91.0 4-14-77 Lot 40 32974 854.0 12.3 115.6 93.0 4-14-77 Lot 36 32974 843.5 10.8 109.9 92.0 4-14-77 Lot 38 32974 848.5 18.5 96.7 93.0 4-14-77 Lot 39 32974 841.5 20.0 95.8 92.0 4-14-77 Cold Spring Lane 839.0 11.9 114.6 94.0 4-14-77 Lot 1 32974 827.5 20.5 96.2 93.0 4-14-77 Lot 3 32974 828.5 11.5 110.2 93.0 4-14-77 Lot 5 32974-- 829.0 13.6 114.6 92.0 4-14-77 Lot 4 32974 829.5 15.8 109.8. 93.0 4-14-77 Lot 1 32974: 813.5 12.9 115.6 93.0 4-14-77 Lot 1 32974 815.0 20.0 96.5 93.0 4-14-77 Lot 6 32974 831.5 19.5 97.1 93.0 4-14-77 Lot 8 32974 833.0 21.7 94.3 91.0 4-14-77 Lot 7 32974 832.0 18.4 97.5 94.0 4-14-77 Lot 2 32974. 831.5 20.8 96.4 93.0 4-15-77 L6t.'%7. 32974 834.0 14.5 112.4 90.0 4-15-77-.: Lot 5 32974 833.5 16.2 106.8 _ 91.0 4-15-77 Lot 4 32974 836.0 15.0 110.2 94.0 4-15-77 Lot 3 32974 835.5 13.6 115.6 93.0 4-15-77 Lot 1 32974 819.5 12.8 116.7 94.-0 4-15-77 Lot 1 3i974 821.0 13.0 114.6 92.0 4-15-77 Lot 1 32974 824.5 19':5 96.3 93.0 4-'15-77 Lot 1 32974 837.5 20.8 95.1 91.0 4-15-77 Lot 2 32974 836.0 21.5 94.8 91.0 . 4-15-77 Lot 3 32974 838.0 11.9 109.9 92.0 " 4-15-77 Lot 35 32974 843.5 12'.8 113.8 94 0 4-15-77 Lot 36 32974 845.5 11.5 109.8 92.0 4-15-77 Lot 38 32974 854.0 13.1- 112.6 93.0 4-15-77 Lot 40 32974 855.5 14.0 113.1 91:0 4-15-77 Cold Spring Lane 839.0 13.7 114.7 92.0 4-15-77 Cold Spring Lane 842.5 12.9 115.9 93.0 4-15-77 Lot 8 32974 836.5 15.6 107.3 91.0 4-15-77 Lot 6 32974 838.0 14.8 109.8 93.0 4-15-77 Lot 5 32974 837.0 17.1 112.1 90.0 4-15-77 Lot 7 32974 838.5 15.9 114.0 92.0 4-15-77 Lot 3 32974 839.0 1.8.9 95.3 92.0 4-15-77 Lot 2 32974 837.5 20.3 97.1 93.0 4-15-77 Lot 1 32974 840.0 19.2 96.2 93.0 4-15-77 Lot 2 32974 839.5 15.0 114.2 92.0 IL F 1t\ll LC L W.V. VV CMIIAMON 'ILST RESULTS kest Dry Relative Date Test Loc./ Depth/ MOistU-ce Density Compaction Soil No. of Test Tract yo. Elev. P.C.F. a T Type r 868 4-18-77 Lot 20 32974 827.5 12.5 114.6 92.0 F 869 4-18-77 Lot 19 32974 831.5 13.0 112.8 93.0 B 870 4-18-77 Lot 20 32974 829.0 13.9 110.3 91.0 B 8711 4-18-77 Lot 20 32974 830.5 14.1- 112.6 90.0 F 872 4-18-77 Lot 19 32974 833.0 11.7 109.2 92.0 A 873 4-18-77 Lot 18 32974 839.1 12:8 115.6 93.0 F 874 4-18-77 Lot 18 32974 841.5 13.5 110.4_ 91.0 B 875 4-18-77 Lot 18 32974 843.0 12.7 115.7 93:0 F 876• 4-18-77- Lot 19 32974 „ 835.5. 13.9 113.6 91..d 4-18-77 Lot 20 32974 830.0 14.3 112.1 90.0 F877 878 4-18-77 Lot 5 32974 839.5 11.8 115.6 93.0 F 879 4-18-77 Lot 4 32974 838.0 19:5 ' 97.3 94.0 D 4-18-77 Lot 3 32974 840.0 13.0 110.8 91.0 B880 881 4-18-77 Lot 2 32974 839.5 13.6 111.9 92.0- B 882 4-18-77 Lot 3 32974 842.0 9.8 109.2 92.0 A 883 4-18-77 Lot 1 32974 841.5 12.7 110.7 91.0 B 884 4-18-77 Lot 1 32974. 843.0 21.5 95.1 91'.0 D 885 4-18-77 Lot 1 32974 825.5 12.9 113.4 91.0 F 886 4-18-77 Lot 1 32974 827.0 13.8 112.0 90':0 F 887 4-18-77 Lot 1 32974. 830.0 14.3 112.3 90.0 F 888 4-18-77 Lot 6 32974 842.5 20.0 96.2 93.0 D 889 4-18-77 Lot 4 32974 844.0 23.3 94.1 90.0 D 4-18-77 Lot 2 32974--•- 845.5 21.5 95.8 92.0• D890- 891 4-18-77 -' Lot V 32974 846.0 11.9 110.6 91.0- B 892' 4-18-77 Lot 2 32974.. 847.0 11.0 110.4- 93.'0 A 893 4-19-77: Lot 16 32974 846.5 14.9 109.4 . 93.0 C 894 4-19-77 Lot 16 32974. 848.0 15.5 107.8 92.0 C 895 4-19-77 Lot 17 32974 845.51 11.8 114.9 92:0 F 4-19-77 Lot 17 32974 847.0 13.0 112.4 90.0 Ft8968974-19-77 Lot 8 32974 .-;::,.841.5 12.6 115.6 93.0 F 898 4-19-77 Lot 7 32974 839.5 13.7 110.3 91.0 B 899 4-19-77 Cold.Spring Lane 841.5 11.7 110.7 93..0 A 900 4-19-77 Cold Spring Lane 845.0 16.3 107.1 91.0 C 901 ' 4-19-77 Lot 4 32974... 846.5. 15.8 109.5 93.0 C 902"- 4-19-77 Lot 3 32974,•';' :'?'=:":847.5 13.9 113.8 91.0 F 903 4-19-77 Lot 1 32974 ""`,;::'.-848_5 13.6 114.3 92:0 F 904 4-19-77 .- tot 5 32974 • ` 843.5 14.3 110.9 91 0 " '' B 965 4-19-77 Lot 4 32974 845.5 11.5 110.3 93.0 906 4-19-77 Lot 3 32974 847.0 21.0 95.6 92.0 D 907:• 4-19-37 Lot 2 32974 849.0 20.5 96.2 93.0' D 908.4 4-19-77 Lot 1 32974 851.5 13.0 115.6 93.0 E: 909 4-19-77 Lots 42-47 32974 874.0 11.2 111.3 94.0 A 910 4-19-77 Lots 42-47 32974 877.5 19.5 96.8 93.0 D 911 4-19-77 Lots 42-47 32974 879.5 22.7 94.7 91.0 D 912 4-19-77 Lot 1 32974 831.5 11.9 110.4 91.0 B-: e913 4-19-77 Lot 1 32974 835.0 12.8 112.8 93.0 B 914 4-19-77 Lot 1 32974 838.0 14.1 112.5 90.0 F 915 4-19-77 Lot 6 32974 846.5 13.9 114.0 92.0 F 916 4-19-77 Lot 4 32974 849.5 14.8 112.9 91.0 F 917 4-19-77 Lot 2 32974 852.0 21.7 95.1 91.0 D S. =. Medal] & At socialas, lilt'. TABLE I WP. 605 CU?(PACTION 'LEST RESULTS Dry Relative Date Test Loc./ Depth/ N!OiStUre Density Compaction Soil of Test Tract No. Elev. P.C.F. e Type 4-20-77 Lot 8 32974 849.5 13.6 113.1 91.0 F' 4-20-77 Lot 9 32974 859.5 15.8 108.2 92.0 C 4-20-77 Lot 7 32974' 850.5 14.3 112.5 90.0 F 4-20-77 Lot 8 32974 852.0 12.9 115.4 93.0 - F 4-20-77 Lot 6 32974 849.5 14.6 113.8 91.0 F 4-20-77 Lot 5 32974 853.0 21.5 95.6 92A D' 4-20-77 Lot 4 32974. 851.5 20.8" 96.3. 93.0 1)" 4-20-77 Lot 3. 32974 854.0 14.0 114.5 92.0 F.- 4-20-77. Lot 2 32974 854.5 13.1 115.7 93.0.-7-==='F- 4-20-77 Lot 2 32974 855.0 15.8 109.4 93.0 C. 4-20-77 Cold Spring Lane 844.0 13.9 113.8 91.0 F 4-20-77 Cold Spring Lane 846.5 11.3 115.9 93.0 F 4-20-77 Lot 1 .32974 840A 15.8 110.2, 94.0 C. 4-20-77 Lot' 1 32974 - 843.5 14A 110.8 92'.0 C.' 4-20-77 Lot 1 32974. :_.. 845.0 20.5 95.9 92;'0' D 4-20-77. Lot 1 32974 847.5 11.7 110.3 91.0 B 4-20-77. Lot 1 32974 855.5 13.5' 114.1 92:0 F 4-20-77 Lot 3 32974 856,0 14.1 112.6 90:0 F 4=20-77 Lot 4 32974 . 855.5 12.8 Ill.7 92.0 B 4-20-77 Lot 2 32974 857.5' 11.5 109.9 92C0 - A 4-20-77 Lot 3 32974 858.0 13.3 114.8 92'.0 F 4-20-77 Lot 5 32974. 859.5 14.5 115.1 92.0 F 4-20-77 Lot 6 32974 860.5 16.1 108.4 92.0 C 4-20-77 Lot 7 32974 861.0 23.3 94.1 90.0. D 4-21-77 Lot 3 32974 --:-" 859.5 11.5 112.7 91.0 F 4-21-77 Lot 2 32974 .- 861.0 20.0 95.8 92.0 D 4-21-77 Lot 1 32974 .=_:-` 863,.0 13.3" 114.6 92.0 F 4-21-77 Lot 5 32974- 862.0 15.'0 109.4 93:0 C 4-21-77 Cold Spring Lane _ 849.0 12.8 115.9 93.0 F 4-21-77 Cold Spring Lane- 851.0 14.9 108.9 93.0 C 4-21-77 Cold Spring Lane,- 854.5 15.6 110.1 94,.0 C 4-21-77 Lot 6 32974 - 863.5 18.9 96:3 93.0 D 4-21-77 Lot 7 32974 - .. 864.0 13.9 110.8 91.'0 B :: 4-21-77 Lot 8 32974.- 866.0 21.5 . 95.2 92.0 ;- D:- 4-21-77 - Lot 1 32974-'.I.-::;.F_849.5 14.6 112'.1 4-21-77 Lot 1 32974.:'-.;,:':;= 853.0 15.0 109.6. 93.0 - C:.. 4-21-77 Lot 1 32974.',:;=854.5 13.1 110.7 91:0 4-21-77 Lot 1 32974'-:-._ .;.', 856.0 12.8 114.6 192;0 4-21-77 Lot 9 32974 . 861.5 13.9 113.0 91.0 4-21-77 _ Lot 8 32974 864.5 21.5 95,61..92.0: 4-21-77 Lot 5 32974 865.5 14.1 113.7 9.1:0' '• F.==" 4-21-77 Lot 6 32974 867.5 13.1 109.8 90.0 B° 4-21-77 Lot 4 32974 866.5 15.6 109.4 93.0 Ce_., 4-21-77 Lot 3 32974 868.0 19.9 94.1 90.0 D 4-21-77 Lot 2 32974 867.5 21.6 95.2 92.0 D 4-21-77 Lot 2 32974 869.0 23.3 93.6 90.0 D 4-21-77 Lot 1 32974 870.0 14.5 112.8 91.0 F 4-21-77 Lot 5 32974 868.5 13.7 113.5 91.0 F 1 S. ~. ?latiiail associates, Inc. i Test N 966 967 968 969 970 . . 971 972 973 974- 975 976 1. 977 978 979 980 . 981 982: 984 985 986. 987_- 988 989- 990 991 992 993 995 996. 998 d 999 1000'-- kTO011002 • . 1003- 1604• , 1005 1006 1007-, 1008 1009 1010 1011 1012 1013 1014 1015 COMPACTION TEST RESU[:rS Date Test Loc./ Depth/ Moisture of 'Pest Tract No. Elev. % Dry Relative Density Compaction P.C.F. % 4-22-77 Cold Spring Lane 855.5 16.3 107.8 4-22-77 Cold' Spring Lane 849.5 14.1 112.2 4-22-77 Cold Spring Lane 857.0 15.6 114.7 4-22-77 Lot 8 '32974 865.5 14.8 110.1 4-22-77•. Lot 6' 32974 866.0 21.0 94.8 4-22-77 Lot 5 32974 864.5 20.5 95.6 4-22-77. Lot 4. 32974 866.5 19.5 97.1 4-22-77 Lot .3 32974,- 868.5 13.8" 114.3 4-22-77 Lot 2 32974' 870.0 15.9 109.1 4-22-77 Lot 1 32974 871.5 16.1 108.3 4-22-77 Lot 1 32974 857.5 18.7 97.6 4-22-77 Lot 1 32974 859.0 20.8 95.8 4-22-77 Lot 1 32974 858.5 - 23.3 94.0 4-22-77 Lot' 1 39274 862.0 13.9 114.9 4-22-77 Lot 1 32974 872.5 14.2 110.8 4-22-77 Lot 2 32974 869.5 14.6 113.6 4-22-77'-: Lot 3 32974 871.0 13.8 114.2 4-22-77 Lot 4 32974- 870.5 11.7. 108.7 4-22-77 Lot 6 32974 869.0 14.8 109.9- 4-22-77 Lot 2 3297.4 873.5 15.1 110.3 4-22-77 Lot 3 32974 874.0 Z1.5 95.8 4-22-77 Lot 1 32974 •. 875.5 10.8 111.8- 4-22-77 Lot 4 32974''..' 876.0 13.3 111.5 4-22-77 Lot 2 32974 877.5 14.7 1153 4-25-77 Lot 14 32974 854.5 12.8 115.7 4-25-77'.', Lot 14 32974 856.0 20.5 96.3 4-25-77'- Lot 15 32974: 849.5 24.6 94,5 ' 4-25-77' Lot 16 32974 "- 847.5 14.5 113.6 4-25-77 Lot 16 32974-' :: 849.0 15.8 109.4. 4-25-77 Lot 15 32974 - 851.5 13.5 110.8- 4-25-77 Lot 17 32974 -- 844.0 13.0 114.6 - 4-25-77, Lot 17-32974 846.5 14.1 112.1 4-25-77 Lot 42 32974 .' 871.5 16.3 107.4 4-25-77.:..: Lot 46 32974 = : 879.5 20.7 95:2 4-25-77 Lot 8 32974 869.5 21.5 95.8-. 4-25-77 ' Lot 7 32974.'; , :- r`';871.0 19.8- 97..2 4-25-77 Lot' 6 32974 _`=;.`'_. 872.5 23.3 94.0 4-25-77 Lot 5 32974 = < 871.5 15.5 108-.5 4-25-77 Lot 4. 32974 " 873.5 12.9 109.9 4-25-77 Cold Spring Lane:-'-.r'871.5 11.5 110:2 4-25-77 Cold Spring Lane 867.5 13.5 112.8 4-25-77 Cold Spring Lane. 869.0 20.8 95.0 4-25-77 Lot 1 32974 869.5 22.5 94.7 4-25-77 Lot 1 32974 871.5 14.0 113.2 4-25-77 Lot 1 32974 867.5 14.7 110.2 4-25-77 Lot 1 32974 872.0 14.5 113.6 4-25-77 Lot 2 32974 874.5 16.5 107.3 4-25-77 Lot 1 32974 873.0 1.5.0 109.5 4-25-77 Lot 3 32974 875.5 18.9 97.3 4-2547 Lot 7 32974 872.5 20.0 96.1 Soil Type 92.0 C 90.0 P 92.0 F 94.0 C 91.0. D 92.0 D' 93.0 D 93.0 92.0 C 94.0 D 92.0 D D 92.0 F 91.0 B 91.0 F 92.0 F 91r0 A 94.0 C 94.0• C ' 92.0 D 94.0 A ' 92.0 B 93.0 F 93.0 F 93.0 D 91.0 D 91.0 F 93.0 C 91.0 B 92.0 F. 90.0 F 91.0 :. C 92.0 D 92.0 D 93.0 - D?. 90:0 V'. 92:0 "... t C' 9 3. 0 91:0 F 91.0 D 91.0 D 91.0 F 94.0 C 91.0 F 91.0 C 93.0 C ' 94.0, D 92.0 D S. E'. Medall & associates, Inc. 1 HLSLC I W. U."OUD 1 MOIPACTION TEST RESULTS Dry Relative Test Date Test Loc./ Depth/ o.isture Density Compaction Soil No. of Test Tract No. Elev. s P.C.F. o T'ype 1016 4-26-77 Lot 47 32974 874.5 15.8 108.4 92.0 C 1017 1018 4-26-77 4-26-77 Lot Lot 47 1 32974 32974 877.0 873.5 18.7 20.5 96.7 95.1 93.0 91.0 D D 1019 4-26-77 Lot 2 32974 874.0 13.8 114.8 92.0 F 1020. 4-26-77 ....Lot 3 32974, 875.0 15.0 109.6. 93.0 . C 1021 4-26-77 Lot 4 32974 874.5 16.3 108.1 92.0 C 1022 4-26-77 Lot 1 32974 873.5 21.5 94.3 91.0 D. 1023 4-26-77 Lot 1 32974"-':,874.0 20.8 95.4 92.0D..:.'. 4-26-77 Lot 1 32974 875.5 15.5 110:2 94:0 - C1024 1025 4-26-77 Lot 1''. 32974 875-.0 17.7- 95.7 92.'0 D . 1026 4-26-77 Lot 48 32974 869.5'. 13.9 113.4 91.0 F 1027• 1028 4-26-77 4-26-77 Lot Lots 48 24-32 32974 32974 871.0 824.0 15.8 13.3 108.7 110.8 93.0 91.0_ ". C B - 1029 4-26-77 Lots 24-32 32974 818.5 11.3 108.9 92.0 A .' 1030_ 4-26-77 Lots 24-32.32974:,:: 812.5 12.8 112.3 - 92.-0- B = 1031. 4-26-77- Lots:24-32.32974 805.5 13.7 114.2 94:0 B 1032 4-26-77 Lots 24-32 32974 798.0 15.6 109.4 930 C 1033 4-26-77 Lots 24-32 32974 . 787.5 21.8 95.6 92.0 D 4-26-77 Lots 24-32 32974 .::..779.0 19.9 96.8 93.0. D1034 1035 4-26-77 Lots 24-32 32974.- 771.5 20.0 95.9 92.0 D 1036-' 4-26-77 Lots 24-32 32974 821.5 14.1 112.7 91:0 F 1037" 1038 4-26-77 4-26-77 _. Lots Lots 24-32 24732 32974 32974 827.0. 815.5 21.5 14.8 95.3 110.1 92-0 94.0. D C 1039 4-26-77 Lots 24-32 32974 803.5 13.5 112.9 93.0 B 1040 4-27-77 Lots 24-32 32974 774.0 11.8 110.2 90.0 B 1041 4-27-77 Lots 24-32 32974 ..,781.5 9.8 108.7 92:0 - A 1042 4-27-77 Lots 24-32,32974 797.0 13.3. 111.5 91.0" B 4-27-77 Lots 24-32 32974 805.0 13.8 112.2 92.0 B - 1043 1044. 4-27-77 Lots 24=32 32974 812.0 15.5 108.5 92.0 C 1045 4-27-77 Lots 24-32 32974 827.5 13.5 111.8 91:0 B 1046 1047 4-27-77 4-27-77 Lots Lots 24-32 24-32 32974 32974 825.0 827.0 14.8 13.9 110.2 113.7 93.0 91.0 C F` 1048 4-27-77 Lots 24-32 32974 817.0 19.9 96.3 93.0'. D - 1049" 4-27-77 Lots 24-32 32974 '^_807.5 21.5 95..1 92.0'.-. 1 1050` 4-27-77 Lots 24-32 32974' 775.5 12.8 111.8- 92.0 B` _ 1053::• 4-27-77 Lots 24-32 32974_ 779.0 14.1 112.4 91.0 F-: 1052-'-: 4-27-77 Lots 24-32 32974 `',' 777.0 10.7 110.5 93:0 1053 4-27-77 Lots 24-32 32974' r783.5 13.8 114.6 92.0 F : 1054 4-27-77 Lots 24-32 32974 795.5 14.1 115.1 '. 92:0.',- 1055=' 4-27-77 Lots 24-32 32974 819.5 20.7 95.6 - :-...:_=92.0 1056 1057 4-27-77 4-27-77 Lots Lots 24-32 24-32 32974' 32974 821.5 825.5- 18.8 13.0 97.2 112.6 94.0 93.0 B.: 1058 4-27-77 Lots 24-32 32974 826.5 12.8 113.3 93.0 B-=__- 1059 4-27-77 Lots 24-32 32974 831.5 10.9 109.9 93.0 A 1060 4-27-77 Lots 24-32 32974 820.5 15.7 109.4 93.0 C ' 1061 4-27-77 Lots 24-32 32974 798.5 14.2 113.1 92.0 F 1062 4-27-77 Lots 24-32 32974 803.5 13.6 110.3 91.0 B 1063 4-27-77 Lots 24-32 32974 810.5 13.0 111.9 93.0 B C0111PACTI0N TEST RESULTS Dry Relative Date Test Loc./ Depth/ Moistuurc Density Compaction Soil OF Test Tract No. Elev. P.C.F. Type 4-28-77 Lots 24-32 32974 779.5 11.8 109.9 93.0 A 4-28-77 Lots 24-32 32974 786.0 16.3 108.7 92.0 C 4-28-77 Lots 24-32 32974 792.0 20.0 95.8 92.0 D 4-28-77 Lots 24-32 32974 799.5- 13.7 114.3 92.0 _ F 4-28-77 Lots 24-32 32974 815.5 13.0 110.8 91.0 B 4-28-77 Lots 24-32 '32974 821.5 12:5 112.1 92.0 B 4-28-77 Lots 24-32 32974. 806.5 9.8. 108.7 92.0 A 4-28-77 Lots 24-32 32974 818.5 16.5 107.5 91.0 C . 4-28-77 Lots 24-32 •32974-..•.829.5 18.9 95.1 91.0' D`_< 4-28-77 Lots 24-32 32974 824-.5 21.8 96.7 93.0 D. 4-28-77 Lots 24-32 "32974 832.5 11.8 110.2 90.0 B 4-28-77 Lots 24-32 32974 834.0 15.7 108.6 92.0 C 4-28-77 Lots 24-32 32974 830.0 13.0 111.3 91.0 B 4-28-77 Lots 24-32 32974 925.5 12.9 112.8 92.0 B 4-28-77 Lots 24-32 32974, 835.5 10.0 109.5 93.0 . A 4-28-77 Lots 24-32 32974 820.5. 11.6 110.9 93.0 A 4-28-77 Lots 24-32 32974 819.0 13.8 113.7 91:0 F 4-28-77 Lots 24-32 32974 828.5 11.0 110.3 93.0 A 4-28-77 Lots 24-32 32974 815.5 13-.9 112.9 93.0 B 4-28-77 Lots 24-32 32974 799.5 20.5 95A 92.0 D 4-28-77 Lots-24-32 32974 836'.0 14.1 112,2 90.0 F 4-28-77 Lots 24-32 32974--'830.0 15.0 108.1 92.0• C 4-28-77 Lots 24-32. 32974' 826.5 19.9 96.8 93.0-... D 4-28-77 Lots 24-32 32974 835.5 23.3 94.1 90.0 D 4-28-77-. Lots 24-32 32974 837.0 15.7 109.1- 92.0'• C. 4-29-77 Lot 33 '~32974 835.5 16.3 107.2 93.o C 4-29-77 Lot 34 32974 839.5 15.9 108A 92.0 C 4-29-77 Lot 35. 32974 845.0 20.7' 95A 92.0 D 4-29-77 Lot 36 32974 848.0 18.5 97.2 93.0 D 4-29-77 Lot 37 32974 849.5 21.5 96.7 93.0 D 4-29-77 Lot 35 32974'•. 846.5 11.5 110.2 93A A 4-29-77 Lot 34 32974 843.0 20.7 95.8 92.0 D 4-29-77 - Lot 33 32974 '' 837.5 14.0 114.1 92.'0 F 4-29-77 Lot 35 32974 848.5 20.0 96.2 93.0 D' 4-29-77 Lot 1 32974- 875.0 19.5 97.5 94.0 D 4-29-77 Lot 1 32974 ..'.°;c875.5 14.1 113.8 .; 91,0 F•: 4-29-77 Lot 1 32974' .:;';873:5 13>5' 114:6 92.0 4-29-77 Lot 1 32974 ., 877.0 15.7 108:4 92.0 C':' 4-29-77 Lot 2 32974 '' 875.5 13.1 111.5 92.0. B 4-29-77 Lot 3 32974 ':" 876.0 12.8. 114.7 92.0 4-29-77 Lots--24-32 32974 828.5 20.5 95.8 92.0 r:^D .; 4-29-77 Lots 24-32 32974 835.5 19.9 96.4 93.0 D' 4-29-77 Lots 24-32 32974 821.5 21.8 94.7 91.0 D 4-29-77 Lots 24-32 32974 829.0 15.5 108.4 92.0 C _ 4-29-77 Lots 24-32 32974 836.5 14.8 110.1 94.0 C- . 4-29-77 Lots 24-32 32974 838.5 23.3 94.5, 91.0 ... D 4-29-77 Lots 24-32 32974 838.0 22.8 93.9 90.0 D 4-29-77 Lots 24-32 32974 839.5 13.5 108.0 92.0 C 4-29-77 Lots 24-32 32974 841.0 14.4 113.0 91.0 F i=. „7edall °: ssociatas, Inc. I ITes t No. 1113 1114 e11151116 1117 1118 1119 1120 1121 1122 1123 1124 1125• 1126 1127 1128 1129 1130 1131 1132 1133 1134 1135 1136 1131 1138 1139 1140 1141 1142. 1143 1144 1145 1146 1147;," 114811149 1150 1151 1152 1153 1154 1155 1156 1157 1158 1159 1160 IIVUI U A W.V.OUJ; CO?1P +CTTON TEST RESULTS Date Test Loc./ Depth/ N'oisture of Test Tract No. Elev. % Dry Relative Density Compaction Soil P.C.F. % Type 5-2-77 Lots 24-32 32974 839.5 11.8 112.3 92.0 5-2-77 Lots 24-32 32974 841.0 13.0 113.8 91.0 5-2-77 Lots 24-32 32974 826.5 12.9 114.4 92.0 5-2-77 Lots 24-32 32974 828.0' 20.5 96.1 92.0 5-2-77 Lots 24-32 32974 810.5 13.5 115.6 93.0 5-2-77 Lots 24-32 32974 798.5 21.8 95.0 91.0' 5-2-77 Lots 24-32 32974:. 795.0 13.7 110.4 91.0 5-2-77 Lots 24=32' 32974 799.0 14.5 111.6 92.-0 5-2-77 Lots 24=32 32974 .-807.5 9.8 109.6 92.0 5-2-77 Lots 24-32 32974 819.5 15.7 106.9 91.0 5-2-77 Lot.: 13 32974 856.5 23.3 94.1 90.0 5-2-77 Lot 13 32974 858.0 21.7 95.6 92.0 5-2-77 Lot 14 32974 856.0 12.5 115.8 93.0 5-2-77 Lot' 15 32974' - 851.0 16.3 108.1 92.0 5-2-77 Lot 14 32974 857.5 21.0' 95:.2 92 0 5-2-77 Lot 15 .32974 853.0 20.0 96.0 92.-0 5-2-77. Lot 16 - 32974 849.0 15.2 114.6 92.0 5-2-77 Lots 24-32 32974_ 843.0 12.8 112.5 93.0 5-2-77 Lots 24-32 32974 837.5 13.7 113.2 93.0 5-2-77 Lots 24-32 32974 828.5- 18.7 96.9 93:0' 5-2-77 Lots 34-37. 32974. 853.5 14.8 112.5 90.0' 5-2-77 Lots 34-37 32974" 847.5 15.0 110.4 94.0 5-2-77 Lots 34-37, 32974 851.0 13.4 113.1 91:0 5-2-77 Lots 34-37 32974-,. 845.5 14.5 112.0 90.0 5-3-77 Lots 24-32 32974 845.5 14.7 110.5 91.0 5-3-77 Lots 24-32 32974 840.0 13.5 111.8 92.0- 5-3-77 Lots 24-32 32974' 821.5 12.8' 114.3 92.0' 5-3-77 Lots 24-32 32974 817.5 16.3 106.8 91:0 5-3-77 Lots 24-32 32974- 832.5 13.8 115.6 93.0 5-3-77 Lots 24-32 32974 835.5 14.0 114.9 92.0 5-3-77 Lots 24-32 32974 840.5 21.5 95.7 92.0 5-3-77 Lots 24-32 32974 833.0 15.0 108.9 93.0 5-3-77 Lots 24-32 32974 828.5 11.7 112.1 92.0 5-3-77 Lots 24-32 32974 847.5 9.8 109.0 92.0 5-3-77 Lots 133,141 32974= 866.5 13.3 113.5 ". 91.0 5-3-77 Lots 133,141'32974 868.5 14.5 112.1 90:0 5-3-77 Lots 133,141 32974. 869.0 15.9' 108.7 93:0' 5=3-77 Lots 133,141 32974 873.5 21.5 95.3 92.0 5-3-77 Lots 133,141'32974 877.0 22.8 94.3 91.-0 5-3-77 Lots 133,141 32974: 878.5 19.9. 96.7 93:0 5-3-77 Lot 35 32974-- 855.5 12.7 110.8 91 0 5-3-77 Lot 37 32974 845.5 11.9 113.4 93.-0 5-3-77 Lot 34. 32974 852.0 10.7 111.5 94.0 5-3-77 Lot 36 32974 848.5 15.8 109.8 93.0 5-3-77 Lots 24-32 32974 849.5 20.5 95.8 92.0 5-3-77 Lots 24-32 32974 835.5 23.3 94.0 90.0 5-3-77 Lots 24-32 32974 847.5 12.0 115.9 93.0 5-3-77 Lots 24-32 32974 843.5 18.5 97.3 94.0 B F _ F D F D B B.. C D D F C D D F B B D C F F I S. '_. ;ti,;BCjcii, 'e Associates, Inc. CONPACTTON TEST RESULTS Dry Date Test Loc./ Depth/ Moisture Density of Test Tract No. Elev. P.C.F. 5-4-77 Lots 24-32 32974 851.5 20.0 95.9 5-4-77 Lots 24-32' 32974 848.0 21.8 95.2 5-4-77 Lots 24-32 32974 837.0 18.7 96.7 5-4-77 Lots 24-32 32974 829.5 16.3 107.4 5-4-77 Lots 24-32 32974 825.0 15.0 108.7 5-4-77 Lots 24-32 32974 833.0 13.5 114.6 5-4-77 Lots 24-32 32974- 841.5 12.8 110.2 5-4-77 Lots 24-32 32974 853.0 14.0 113.8 5-4-77 Cold Spring.Lane:- 811.5 13.5 110.7 5-4-77 Cold Spring Lane 804.0 12.7 112.1 5-4-77 Cold Spring Lane 775.5 14.3 110.2 5-4-77 Cold Spring Lane 770.5 11.7 110.4 5-4-77 Cold Spring Lane 761.5 16.3 106.8 5-4-77 Cold Spring Lane- 749.5 14.5 112.7 5-4-77 Cold Spring Lane 814.,5 13.8 114.3 5-4-77 Cold Spring.Lane 809.5, 13.0 115.8 5-4-77 Cold Spring Lane 778.0 21.5 95.1 5-4-77 Lots 133,141 32974 875.5 20.0 96.7 5-4-77 Lots 133,141 32974 880.0 23.3 94.1 5-4-77 Lots 133,141-32974 879.5 17.7 107.2 5-4-77 Lots 133,141 32974 884.5 24.6 94.0 5-4-77 Lots 133,141 32974 882.0 19.8 96.9 5-4-77 Lots 133,141 32974 886.5 15.7 109.4 5-4-77 '. Lots 42-47 32974 875.5 13.7 113.5 5-4-77 Lots 42-47 32974 877.0 14.3 112.8 5-4-77 Lots 42-47 32974 882.0 20.5 95.6 5-5-77 Cold Spring -Lane 781.0 19.5 96.8 5-5-77 Cold Spring Lane 817.0 21.7 94.6 5-5-77 Cold Spring Lane - 813.0 13.8 113.4 5-5-77 Cold Spring„Lane 753.5 15.6 108.1 5-5-77 Cold Spring.Lane. - 778.5 20.5 95.6 5-5-77 Cold Spring -Lane 765.5 23.5 93.8 5-5-77 Lot 25 32974 778.0 12.8 112.4 5-5-77 Lot 26 32974 787.0 10.7 110.3 5-5-77 Lot 27 32974 - 797.5 14.6 109.6 5-5-77 Lot 28.32974 - 805.5 12.0 111.8 5-5-77 Lot 29 32974:'.- 812.5 13.9 110.7 5-5-77 Lot 30 32974 : .._819.5 12.5 114.5 5-5-77 Lot 31 32974 .. 824.5 14.0 112.6 5-5-77 Lot 23 32974- .;- 782.5 20.8 95.3 5-5-77 Lot 23 32974' 784.0 15.7 108.6 5-5-77 Lot 23 32974 785.5 14.5 109.5 5-5-77 Lot 23 32974 787.0 19.9 96.4 5-5-77 Lot 23 32974 788.5 21.5 95.0 5-5-77 Lots 24-32 32974 854.5 13.5 112.8 5-5-77 Lots 24-32 32974 846.5 14.3 1.12.4 5-5-77 Lots 24-32 32974 835.5 19.5 95.9 5-5-77 Lots 24-32 32974 815.5 15.0 109.4 5-5-77 Lots 24-32 32974 825.5 21.8 95.6 5-5-77 Lots 24-32 32974 839.5 20.5 96.2 5-5-77 Lots 24-32 32974 856.5 24.8 94.1 Relative Compaction Soil Type 92.0 92.0 93.0 91.0 93.0 92.0 94.0 91.6 91.0 92.0 91.0 93.0 91.0 91.0- 92.0 93.0 91.0 93.,0 90.0 91.0 90.0 93.0 93.0 91.0 . 91.0 92.0 93.0 91,.0 91.0 92.0 92.0 90.0 93.0 93.0 93.0 92.0 91.0 92.0 90.0 92.0 92.0 93.0 93.0 91.0 91.0 90.0 92.0 93.0 92.6 93.0 90.0 1 E. 'il;ladall u Asserialas, inc. TABLEE i w.0. 6u5 COMPACTION TEST RESULTS Date Test Loc./ oC Test Tract No. Dry Depth/ Moisture Density Elev. % P.C.F. 5-6-77 Lot 25 32974 779.5 14.3 112.7 5 6-77 Lot 26 32974 788.5 13.8 111.4 5-6-77 Lot 27 32974 799.0 14.5 112.1 5-6-77 Lot 28 32974 806.5 16.0 108.4 5-6-77 Lot 29 32974 814.0 13.5 112.3 5-6-77 Lot 30 32974 820.5 12.9 114.7 5-6-77 Lot 31 32974 824.5 20.7 95.8_ 5-6-77'-- 1 32974 .-__. 879.5 21.5 94.6 5-6-77 Lot Lot 2 32974, 878.0 13.0 112.8 5-6-77 Lot 3 32974 880.0 10.9 110.7 5-6-77 Lot 4 32974 878.5 13.6 112.1 5-6-77 Lot 1 32974•' 881.5 12.9 114.6 5-6-77 Lot 2 32974 882.0, 18.8 96.9 5-6-77 Lot 6 32974 :, 874.5 15.5 107.8. 5-6-77 Lot 8 32974,--- 871.5 16.5 106.5 5-6-77 Lot 5 32974 878.5' 20.0 95.2 5-6-77 Lot 33 32974 834.0 23.3 94.8 5-6-77 L'ot 34 32974. ;p 839.5' 24.'0 94.5'. 5-6-7V - Lot 36 32974 846.5 15.0 113.8 5-6-77. Lots 24-32 32974 856.5 14.3 111.5 5-6-77. Lots 24-32. 32974. 849.0 13.7 112.6 5-6-77 Lots 24-32. 32974 837.5 11.8 110.7 5-6-77 Lots 24-32 32974 827.0 14.0 110.3 5-6-77 - Lots 24-32 32974 819.5 17.7 94.5 5-6-77 Lots 24-32 32974' 843.0 13.5 115.2' 5-13-77 Lot 25 32974 779.5 15.5 93.6 5-13-77 Lot 26 . 32974 .- 788.0 13.5 113.5 5-13-77, Lot 27 32974 799.5 12.8 115.8 5-13-77 Lot 28 32974 807.0. 15.7 107.7 5-13-77 Lot 29 32974'. 813.0 11.9 116.2 5-13-77 Lot 30 32974 821.0 13.9 115.6 5-13-77 Lot 35 32974 845.5 19.9 106.9 5-13-77 Lot 37 32974, 851.5 20.0 107.1 5-13-77.... Lot 38 •32974._...854.5 14.0 115.2 5-13-77 Lot 42 .32974"..,.:873.0 21.5 95.6:. 5-13-77 Lot 1 32974,_ .';..882.5 14.3 112.'0 5-13-77 Lot 2 32974 ":'.' 883.0 13.5 114.1. 5-131-77 Lot 3 32974`'''.880.5 14.8 108.4 ' 5-13-77 Lot 5 32974 879.5 12.7 115.6 5-13-77 Lot 7 32974 874.0 16.3 107.5 5-13-77 Lot 8 32974 873.0 14.6 112.8 5-13-77 Lots 42-48 32974 885.5 20.8 95.3 5-13-77 Lots 42-48 32974 877.5 14.7 113.5 5-13-77 Lots 42-48 32974 880.5 11.7 110.8 5-13-77 Lots 42-48 32974 882.5' 9.8 110.3 5-13-77 Lots 24-32 32974 851.5 13.0 112.7 5-13-77 Lots 24-32 32974 853.0 14.5 115.6 5-13-77 Lots 24-32' 32974 849.5 13.3 111.6 5-13-77 Lots 24-32 32974 845.5 13.0 112.3 5-13-77 Lots 24-32 32974 827.5 15.9 109.4 Relative Compaction Soil Type 91.0 F 92.0 B 92.0 B 94.0 C 90.0 F 92.0 F 92.0 D ' 91.0, D " 93.0 93.0 A 92.0 B 92.0 F, " 93.0. 92.0 C . 91.0' C 92:0 D 91.0 D 91.0.. D 91:. 0. F 92.6' B 93.0 B 93.0 A 91.0 B 91.0 ' D 93.0 F 90.0 D 91:0 F 93.0 F 92:0- C 93.0 F 93.0 F 91.0 C: 91.0 C 93.0 Y ' . 92.0': D .. 90.0:'- 92:0 92.0 93.0 .'.. F 91.0 g :' 92.0. D 91.0 F ------ 91.0 B 93.0 A 93.0 B 93.0 F 92.0 B 92.0 B 93.0 C S. E. ;ledail 2t Associates, Inc. TABLE. I W.O. 605 CWIPACTiQY TFST RESULTS 1 Dry Relative Test Date Test Loc./ Depth/ Moisture Density Compaction Soil o. ofTest Tract No. Elev. V. Y.C.F. Type 1262 5-16-77 Lot 1 32974 888.5 13.5 113.7 91.0 F 1263 5-16-77 Lot 2 32974 887.0 12.8 115.4 93.0 F 1 1264 5-16-77 Lot 3 32974 883.5 15.0 108.6 92.0 ' C 1265 5-16-77 Lot 1 32974 889.0 14.0 113.9 91.0 F . 1266 5-16-77 Lot 2 32974 888.0 16.3 107.8 92.0 C . 5-16-77 Lot 4 32974 880.5 14.3 112.5- 90.0 _ F - 1267 1268 5-16-77 Lots 42-48 32974.. 885.5 20.5 t 95.8 92.0 D,- 1269 5-16-77 Lots 42-48 32974 887.0 12.9 110.9 91.0 1271 5- 5-16-77 Lots 42-48 32974 ..888.0 0 16.5 11.7 108.5 112.9 92.0 9r.0 r`A'-:BC1270 1272- 5-16-77 Lots 24-32 32974 858.5 19.2 96.3 93A D 1273 5-16-77 Lots 24-32•- 32974 855.0 15.7 107.6 92.0 C 1274 5-16-77 Lots 24-32 32974 861.0 14.6 109.5 93.0- C ' 1275 5-16-77 Lots 24-32•• 32974 - 849.5 21.8 94.7 91.0" D 1276 5-16-77 Lots 24-32 32974 863.0 20.5 95.8 92.0 D 5-16-77 Lots 24-32- 32974 867.5 12.9 115.6 93.0 Fi127712785-16-77 Lots 24=32 32974 861.5 15.9 106.9 91.0 C 1279 . 5-16-77 Lots 24-32 32974 857.5 13.9 111.4 92'.0 B 1280 1281 5-16-77 ". 5-16-77-- Lots Lots 24-32 32974- 24-32''.32974 870.0 871.5 14.7 11.5 110.8 112.7 91,0 95.0 B A• 1282 ' 5-16-77 Lots 24-32 32974. 865.5 12.5 113.8 94.0 B 1283 5-16-77 Lots 133;141'32974. 887.5 13.5 114.5 92.0 F 1284 5-16-77 Lots 133,141 32974- 895.0 13.0 115.2, 93.0'. F 1285 5-16-77 Lots 1331141 32974: 898.5 13.6 111.7 " 92.'0 B 12$6 5-16-77 Lots 133;141 32974 889:5 15.1 110.9. 91:0- B 1287• 5-16-77 Lots 133,141 32974 904.5 14.5 109.8 93.0 C 1288 5-17-77 Lot 1 32974- _•. 888,5 14.6 113.6 91.0. F. 1289 1290 5-17-77; 5-17-77..- Lot Lot 5 32974. =`-' 6 32974 .:'.Z.877.0 878s5 16.3 13.8 108.4 112.8 92:0 91.0 C F 1291. 5-17-77':" Lot! 7 32974 . •;,87.5.0 22.5 95.1 91'.0 D 1292 5-17-77. Lots 133•,141-32974".=910.0 14.0 111.5 92.0 B 1293 5'-17-77 Lots 133,141 32974.913.5 11.9 110.3 93:0 '' A 1294 5-17-77 Lots 133,141 32974.:915.0 20.8 96.2' 93:0 D 1295 5-17-77 Lots 133,141 32974,:.925.5 13.5 112.2 92.0 B . 5-17-77 Lots 133,141 -32974;;= 918.5 15..0 110.4 . 91.0-- B1296, 5-17-77 Lots 133,141, 32974:.''•927.5 14.5 113.9 91`:0 F1297 1298• 5-17-77 Lots 42-48 32974`?. 892.5 23.3 94:3 91:0' 1299`.. 5-17-77. Lots 42-48 32974`. 895.0 21.5 95.8 92.0 - D 1300 5-17-77 Lots 42-48 32974' 840.5 19.9 97.0 1301 5-17-77 Lots 42-48 32974_-.:'897.0 15.5 109:4 93.0'.._• C: 1302'. 5-17-77 Lots 42-48 32974.• 889.5 13.5 114.2 92.0-:", 113031304 5-17-77 Lots 42-48 32974 898.0 14.8 109.9 94.0 5-17-77 Lots 42-48 32974 896._5 12.5 115.6 93.0 F 1305 5-17-77 Lots 42-48 32974 901.0 13.8 114.0 92.0 F ° 5-17-77 Lots 24-32 32974 813.5 16.0 112.2 90.0 F1306 1307 5-17-77 Lots 24-32 32974 821.5 14.7 110.9 91.0 B 1308 5-17-77 Lots 24-32 32974 827.5 9.5 108.5 91.0 A 1309 1310 5-17-77 54..17-77 Lots Lots 24-32 32974 24-32 32974 835.5 845-5 12.9' 14.0 112.6 110.3 93.0 91.0 B B 1311 5-17-77 Lots 24-32 32974 859.5 15.8 108.6 92.0 C 1312 5-17-77 Lots 24-32 32974 875.5 13.6 113.4 91.0 F 1313 5-17-77 Lots 24-32 32974 879.5 12.7 114.8 92.0 F 1314 5-17-77, Lots 24-32 32974 885.5 17.7 95.0 91.0 D S. E.'NleOail 3 Associates, Inc. TABLE I . 'g o. 605'r COIMPACTION TEST RESULTS Date Test Loc./ of Test TractNo. Dry Relative Depth/ btoisture Density Compaction Soil Elev.- % P.C.F_ % Type 5- 18-77 Lot 1 32974 889.0 5- 18-77 Lot 5 32974 879.5 5- 18-77 Lot' 6 32974 878.0 5- 18-77 -. Lot 7 32974 . 876.5 5- 18-77 Lots 24-32 32974 824.0 5- 18-77 Lots 24-32 32974:.• 830.0 5- 18-77 Lots 24-32':12974:•'838.5 5- 18-77:_._ Lots 24-32 32974;:'::847.5 5- 18 77- Lots 24-32': 32974 •'888.5' 5- 18-77.> Lots 24-32 -32974 '.'869.5' 5- 18-77 Lots 33-48 ',32974 861.5 5- 18-77 Lots 33-48 -'32974 862.0 5- 18-77 :-.,, Lots 33-48...32974 858.5 5- 18-77: Lots.33-48 32974 859.5 5- 18-77: Lots 33-48 ' M04 .. 864.5. 5- 18-77' Lots 33-48 32974. 879.5 5- 18-77 Lots 33-48 .;32974 882.0 5- 18-77 ._' Lots 33-48.-32974'. 884.5 5- 18-77: ; Lots 33-46 --;,3297,4 •; 887.0. ' 5- 18777 ` Lots 33-48 `32974 •''864.0- 5- 18-77 • Lots 33-48 32974 ' :•'868.0 5- 18-77 Lots 133,141"32974' 931.5 5- 18-77 .- Lots 133,141 32974 945.0 5- 18-77, Lots 133,141':32974 :.958.5 5- 18-71 Lots 133,141232974 937.5 5- 18-77- Lots 133,141 _32974. 939.5 5- 18-77.•,' Lots 133,141.--32974 940.0 5- 18-77': Lots 1331141-32974..:938.0 5- 18-77-• Lots 133,141;32974. 943.0 ' 5- 18-77 Lots 133,141.32974"-•959.5 5- 19-77 Lot 34_ 32974. 851.5 5- 19-77. Lot 33 -• 32974 849.0 5- 19-77 ':. Lot 35. 32974•-.865.0 5- 19-77:::,.: Lot 36 ,:;- : 3297.4' 869.0 5- 19-77 ` Lot 37 ".'32934..' 868.5 5- 19-77 Lot 38.`: i329.74".-.864.5 5- 19-77 .-• Lot 39- 32974 869.0 5- 19-77 Lot 40 -32974.- 874.0 5- 19-77 Lot 40.;, 32974 877..5 5- 19-77'" Lot 5 ."32974'! 878.5 5- 19-77 Lot 7 32974 876.5 5- 1.9-77 Lot 6 32974 877.5 5- 1.9-77 Lot 41 32974 875.5: 5- 19-77 Lot 42 32974 884.0 5- 19-77 Lot 43 32974 886.0 5- 19-77 Lot 44 32974 887.5 14. 0 113.1 91.0 F.' 15. 5 108.4 92.0 C 13. 3 115.2 93.0 F 12. 8 115.9 93.0 F 13. 0 112.7 93.0 B••. 11. 7 108.6 91.0 A 13. 6 114. 5 92 0 F" 15. 8 109.4 9 3.0: 21. 8 94.6 91.0 w'.:,;'•,D.::,;:. 19. 5 96.7 93.0, D. 12. 8 112.1 92.0 B '- 10. 8 110.4 93.0. 13. 5 113.7. 91-.0' F . 20. 5 95'.2 92.0 D 14. 0 112.8 91:0 F- 23. 3 93.6 90.0 D 20. 0 95.7 92:0 D 19. 5 96.9 93.0. D:-.' 11. 8 110.'4 93:0 A ' 12. 5 111.2 93.0 A':. 12. 9 111.4 92.0 B .' 13. 8 114.8- 92.0 F 14. 8 109.4 93.0 C 15. 7 107.8. 92.'0 C 24. 6 94.0 9010 D_ 21. 8 95.4 92.0 D -- 22. 5. 94.7 91 0 D 12. 7 115.1 "- 9210 14. 8 112.3 90.0 F 20. 0 96.2.. ' 93.0- D 15. 7 108:6 92.0 . 0 13. 8 111:5' 92•.-0 B ' 12. 5 108:5- 91.0 ,...; A 15. 0 - 112.1 900 .,::•' F , 23. 3 95:2''' 92.'0 D 13. 5 113.6 91.0 F:=.'::_ 20. 8 95.7-- 92,.0 -__ D__:.. 22. 7 95-2 92'...0 D; 13. 5 113.5...,"::,.`"9P:0:•';,.-_:.::_._ 15. 5 108.2 92.0 14. 3 112.8' 91.0 14. 9 112:1 92.0 18. 7 95.7 92.0 D-:. 20. 5 94.5 91.0 D 12. 8 110.4 91.'0 B lejall a Associates, Inc. 1 E IS ,h .. W.O. 605 1 , CO`1P;tC'f'IQN 7'I:S'C RLiSl.1L'l'S Da to Of Tcst Test Loc./ Depth/ 'MO 1,;t11rc tract no. filev. % Dry ReIativc llc is:i.ty Compaction P.C.T. % S o :i.1 ype 5-19-77 Lot 45 32974 889.0 11.0 109.2 92.0 A 5-19-77 Lot 46 32974 889.5 14.7 106.8 91.0 C 5-19-77 Lot 48 32974 887.5. 16.0 107.1 91.0 C 5-19-77 Lot 48 32974 885.5 21.0 96.2 93.0 D 5-19-77 Lot 48 32974 890.0 22.9 94.7 91.0 D 5-19-77 Lot 47 32974 889.5 20.5 95.3 92.0 D 5-19-77 Lot 46 32974 892.0 15.8 112.0 90.0 F _ 5-19-77 Lot 44 32974 889.5 16.7 111.7 90.0 F 5-19-77 Lot 41 32974 879.0 15.0 108.41. 92.0 C 5-19-77 Lot 40 32974 880.0 19.8 96.8 93.0 D 5-19-77 Lot 38 32974 865.5 14.6 114.1 92.0 F 5-19-77 Lot 35 32974 869.0 17.7 95.8 92.0 D 5-20-77 Lot 41 32974 882.5 13.8 113.7 91.0 F 5-20-77 Lot 40 32974 884.0 15.4 107.8 92.0 C 5-20-77 Lot 39 32974 875.5 20.5 95.1 91.0 D 5-20-77 Lot 38 32974 868.5 18.7 96.8 93.0 D 5-20-77 Lot 37 32974 872.0 21.8 95.6 92.0 D 5-20-77 Lot 35 32974 874.5 22.5 94.8 91.0 D 5-20-77 Lot 34 32974 877.0 15.5 110.2 94.0 C 5-20-77 Lot 33 32974 879.5 14.3 111.5 92.0 B 5-20-77 Lot 35 32974 878.0 15.0 114.2 92.0 F 5-20=77 Lot 37 32974 879.5 17.7 95.9 92.0 D 5-20-77 Lot 39 32974 879.0 12.8 112.6. 93.0 B 5-20-77 Lot 38 32974 881.5 14.5 109.8 93.0 C 5-20-77 Lot 40 32974 885.5 13.7 110.9 91.0 B 5-20-77 Lot 41 32974 887.0 11.5 110.7 93.0 A 5-20-77 Lot 42' 32974 888.5 18.5 96.8 93.0 D 5-20-77 Lot 45 32974 893.0 13.3 113.6 91.0 F 5-20-77 Lot 48•-.'32974 893.5 21:7 95.4 92.0 D 5-20-77 Lot 44 32974 894.0 20.0 95.9 92.0 D 5-20-77 Lot 42 32974 891.5 19.5 97.0 93.0 D 5-20-77 Lot 39 32974 885.0 12.8 113.6 91.0 F 5-20-77 Lot 37 32974" 879.5 15.4 109.4 93.0 C 5-20-77 Lot 36 32974 881.5 20.8 95.6 92.0 D 5-20-77 Lot 33 32974 885:0 13.0 114.8 92.0 F. 5-20-77 Lot 34 32974 886.5 15.0 108.9 93.0 C 5-20-77 Lot 38 32974 889.5 20.7 95.9 92.0 D 5-20-77 Lot 40 32974 891.5 19.9 96.2 93.0 D 5-20-77 Lot 41 32974 895.5 23.3 94.2 91.0 D sscj) .,ialaB, Inc. cotmACTrov •ITST R1 s0L"l's Test Da to No._ OF Toss Test Loc./ Tract Ido. Dry Dcpth/ J'.o'i.stul'c Don s.i.ty Elev. p.C.P. Relative Compactl oil SoiL t'ype 1400 5-23-77 Lot 40 32974 858.0 14.3 113.1 91.0 F 1401 5-23-77 Lot 41 32974 867.0 13.9 111.4 92.0 B 1402 5-23-77 Lot 39 32974 852.5 14.0 114.3 92.0 F 1403 5-23-77 Lot 38 32974 851.5 16.3 108.6 92.0 c 1404 5-23-77 Lot 37 32974 850.0 15.5 109.8 93.0 c 1405 5-23-77 Lot 39 32974 855.0 12.5 115.9 93.6. F 1406 5-23-77 Lot 40 32974 861.0 L3.5 114.9 92.0 F 1407 5-23-77 Lot 41 32974 897.5 15.7 109.9 94.0 c 1408 5-23-77 Lot 40 32974 893.0 14.5 113.7 91.0 F 5-23-77 Lot 37 32974 881.5 15.0 112.5 90.0 F' 1409 1410 5-23-77 Lot 37 32974 885:5 12.8 112.9 93.0 B 1411 5-23-77 Lot 35 32974 889.0 13.7 115.3 93.0 F 1412 5-23-77 Lot 33 32974 888.0 24.6 94.6 91.0 D 1413 5-23-77 Lot 34 32974 890.0 23.3 95.4 92.0 D 1414 5-23-77 Lot 36.. 32974 885.5 21.5 96.0 92.0 D 1415 5-23-77 Lot 38 32974 892.0 14.7 111.8 92.0 B 1416 5-23-77 Lot 39 32974 895.0 11.5 112.5 95.0 A: 1417 5-23-77 Lot 40 32974 895.5 10.9 113.6 95.0 A 1418 5-23-77 Lot 41 32974 898.0 15.6 112.7 91.0 F 5-23-77 Lot 42 32974 893.0 22.8 95.6 92.0 D1419 1420 5-23-77 Lot 39 32974 898.0 23.7 94.2 91.0. D 1421 5-23-77 Lot 40 32974 899.5 16.5 109.8 93.0 c 1422 5-23-77 Lot 42 32974 894.5 14.7 112.0 90.0 F 1423 5-23-77 Lot 35 32974 892.5 15.0 111.5 92.0 B . 1424 5-25-77 Lot 40 32974 859.5, 13.9 113.5 91.0 F 5-25-77 Lot 41 32974 867.0 12.8 114.8 92.0 F1425 1426 5-25-77 Lot 40 32974 861.0 14.7 108.9 93.0 c 1427;, 5-25-77 Lot 39 32974 851.5 15.5 107.5 91.0 c 1428 5-25-77 Lot 38 32974 852.0 16.3 107.0 91.0 c 1429-, 5-25-77 Lot 38 32974 853.5 15.0 109.3 93.0 c 1430 5-25-77 Lot 39 32974 854.5 11.7 114.9 92.0 F . 1431'" 5-25777 Lot 18 32974 842.0 12.5 115.6 93.0 F 1432_'- 5-25-77 Lot 19 32974 837.0 13.0 114.1 92.0 F 1433 5-25-77 Lot 18 32974 843.0 13.7, 113.8 91.0. F 1434D 5-25-77 Lot 33 32974 891.5 12.8 114.7 92.0 F 5-25-77 Lot 34 32974 892.5 20.5 95.9 92.0 D1435;:' 1436'.. 5-25-77 Lot 35 32974 895.5 13.5 113.4 91.0 F 1437 5725-77 Lot 37 32974 no.o 14.0 112.6 90.0 F 5-25-77 Lot 39 32974. 901.0 13.0 110:9 91.0 Bt143814395-25-77 Lot 40 32974 902.5 12.0 112.1 92.0 B 1440 5-25-77 Lot 41 32974 900.5 11.7 109.6 90.0 B 1441 5-21-77 Lot 38 32974 898.5 11.5 108.7 91.0 A 1442 5-25-77 Lot 35 32974 899.5 14.3 112.2 90.0 F 1443 5-25-77 Lot 33 32974 897.5 15.7 108.9 93.0 C 1444 5-25-77 Lot 34 32974 898.0 14.6 110.1 94.0 c 1445 5-25-77 Lot 35 32974 903.5 23.3 94.1 90.0 D114465-25-77 Lot 33 32974 902.5 21.7 96.2 93.0 D I COHPAC'rm 'friS"r RESULT'S 0U.3 Dry hclativeITCDateTestLoc./ Dcpth/ No:i.sturc Density Compaction Soil NO _ of Tcst Tract No. lilev. P.C.F 1447 5-25-77 Lot 37 32974 899.5 22.8 95.4 92.0 D 1448 5-25-77 Lot 42 32974 897.0 19.9 97.0 93.0 D 1449 1450 5-25-77 5-25-77 Lot Lot 44 46 32974 32974 899.0 903.0 12.8 13.7 111.5 110.7 92.0 91.0 B B 1451 5-25-77 Lot 48 32974 905.0 11.5 110.4 93.0 A 1452 5-25-77 Lot 48 32974 906.5 15.0 110.1 91.0 B 1453 5-25-77 Lot 45 32974 902.5 14.6 111.0 91.0 B 1454 5-26-77 Lot 20 32974 831.0 21.5 95.3 92.0 D 1455 5-26-77 Lot 21 32974 821.5 18.5 96.8 93.0 D 1456 5-26-77 Lot 21 32974 823.0 20.0 95.5 92.0 D 1457 5-26-77 Lot 21 32974 825.0 17.7 94.6 92.0 D 1459 1458 5-26-77 5-26-77 Lot Lot 5 5 32974 32974 786.5 789.5 16.5 14:7 107.4 113.6 91.0 91.0 c F 1460 5-26-77 Lot 5 32974 792.0 19.9 96.7 93.0 D 1461 5-26-77 Lot 33 32974 905.5' 23.3 94.2 91.0 D 1462 5-26-77 Lot 36 32974 906.0 20.5 95.4 92.0 D 1463 5-26-77 Lot 36 32974 901.0 15.8 108.6 92.0 c 1464 5-26-77 Lot 39 32974 906.5 12.9 114.4 92.0 F 5-26-77 Lot 40 32974. 905.5 14.3 109.8 93.0 c1465 1466 5-26-77 Lot 41 32974 907.0 16.5 108.1 92.0 c . 1467 5-26-77 Lot 42 32974 900.0 18.6 96.7 93.0 D 1468 5-26-77 Lot 44 32974 903.5 23.3 94.5 91.0 D 1469 5-26-77 Lot 46 32974 907.5 24.6 94.0 90.0 D 1470 5-26-77 Lot 48 32974 909.0 19.5 96.5 93.0 D 1471' 5-26-77 Lot 38 32974 908.5 20.8 95.8 91.0 D 1472 5-26-77 Lot 39' 32974 909.5 17.7 94.9 91.0 D 1473 5-26-77 Lot 37 32974 906.5 15.9 108.8 93.0 C 1474 5-26-77 Lot 36 32974 910.0 13.3 113.6 91.0 F 5-26-77 Lot 36 32974 912.5 12.5 112.9 93.0 B1475 1476 5-26-77 Lot 33 32974 908.5 19.0 97.4 94.0 D 1477 5-26-77 Lot 32 32974 911.5 15.7 114.6 92.0 F 1478 5-26-77 Lot 34 32974 913.5 16.4 112.0 90.0 F 1479 5-26-77 Lot 35 32974 915.0 15.0 109.5 93.0 C 1480 5-26-77 Lot 36 32974 916.5 14.3 113.3 91.0 F 1481 5-26-77 Lot 37 32974 915.5 11.7 109.8 92.0 A 1482 5-26-77 Lot 25 32974 777.0 20.5 95.7 92.0 D 1483 5-26-77 Lot 25 32974 780.0 21.5 94.8 91.0 D 1484 5-267-77 Lot 26 32974 786.5 20.2 95.4 92.0 D 5-26-77 Lot 26 32974 789.0 19.9 96.8 93.0 D1485 1486 5-26-77 Lot 27 32974 797.0 21.9 95.3 92.0 D 1487 5-26-77 Lot 27 32974 798.5 19.0 97.5 94.0 D 1488 5-26-77 Lot 28 32974 804.0 16.1 110.4 94.0 c 1489 5-26-77 Lot 28 32974 806.0 15.0 111.3 95.0 c 1490 5-26-77 Lot 29 32974 812.5 17.7 107.4 91.0 c 1491 5-26-77 Lot 29 32974 814.0 18.6 97.6 94.0 D 1492 5-26-77 Lot 30 32974 818.0 23.4 94.3 91.0 D 1493 5-26-77 Lot 30 32974 820.0 16.0 109.6 93.0 C 1494 5-26-77 Lot 31 32974 824.0 20.2 95.2 92.0 D I COMIACTTON TEST kESULTS Pest F%I ["C; 1 0. o'C Test Pest 7,oc. / Depth/ M0 i.st LI1'0 Tract No. lilev. % Dry Relative Dells it;y Conlhactkan So:i.l 11.C.F• Type 5-26-77 Lot 31 32974 825.5 15.4 108.3 92.0 C 5-26-77 Lot 32 32974 829.5' 16.4 107.9 92.0 C 5-26-77 Lot 32 32974 831.0 11.7 112.6 93.0 B 5-26-77 Lot 2 32974 884.0 18.6 94.9 91.0 D 5-26-77 Lot 3 32974 872.0 21.0 94.4 91.0 D 5-26-77 Lot 4 32974 878.5 19.7 94.7 91.0 D 5-26-77 Lot 5 32974 871.5 16.4 106.8 91.0 c 5-26-77 Lot 6 32974 875.0 19.9 94.9 91.0 D. 5-26-77 Lot 7 32974 872.0 16.4 107.2 91.0 C 5-26-77 Lot 8 32974 870.0 21.5 95.0 91.0 D 5-26-77 Lot 9 32974 864.5 22.6 94.3 91.0 D 5-26-77 Lot 10 32974 863.5 22.6 94.0 90.0 D 5-26-77 Lot 11 32974 854.0 18.6 94.3 91.0 D 5-26-77. Lot 12 32974 855.0 19.0 94.4 91.0 D 5-26-77 Lot 13 32974 858.0 21.5 94.8 91.0 D 5-26-77. Lot 14 32974 840.0 22.4 94.6 91.0 D 5-26-77 Lot 15 32974 848.0 21.5 94.8 91.0 D 5-26-77 Lot 16 32974 835.0 22.4 95.0 91.0 D 5-26-77 Lot 17 32974 844.5 18.4 94-7 91.0 D 5-26-77 Lot 18 32974 839.0 20.8 94.9 91.0 D 5-26-77 Lot 19 32974 823.0 21.9 95.8 92.0 D 5-26-77 Lot 20 32974 828.0 14.2 108.8 93.0 C 5-26-77 Lot 21 32974 811.0 22.3 95.6 92.0 D 5-26-77 Lot 22 32974 816.5 18.0 94-.2 91.0 D 5-26-77 Lot 23 32974 797.0 20.3 94.7 91.0 D 5-26-77 Lot 23 32974. 808.0 20.1 94.8 91.0 D 5-26-77 Lot 23 32974 793.0 21.0 94.1 90.0 D 5-27-77 Lot 67. 32974 902.5 23.3 94.6 91.0 D 5-27-77 Lot 68 32974 901.0 12.8 112.8 93.0 B 5-2.7-77 Lot 69 32974 893.0 11.5 111.4 94.0 A 5-27-77. Lot 70 32974 904.5 12.5 110.6 93.0 A 5-27-77 Lot 70 32974 906.0 15.8 108.5 92.0 C 5-27-77 Lot 69 32974 895.5 14.0 113.9 91.0 F 5-27-77 Lot 68 32974 905.0 20.5 95.7 92.0 D 5-27-77 Lot 67 32974 907.5 21.7 95.1 91.0 D 5-27-77 Lot 69 32974 898.0 19.5. 96.9 93.0 D 5-27-77 Lot 69 32974 900.0 13.8 112.4 93.0 B 5-27-77 Lot 33 32974 910.5 13.5 113.8 91.0 F 5-27-77 Lot 35• 32974 913.5 14.3 112.4 90.0 F 5-27-77 Lot 39 32974. 914.0 12.5 113.8 94.0 B 5-27-77 Lot 40 32974 909.5 13.3 111.9 92.0 B 5 27-77 Lot 41 32974 915.0 11.0 110.7 93.0 A 5-27-77 Lot 42 32974 904.5 21.5 95.2 92.0 D 5-27-77 Lot 44 32974 906.0 20.8 95.9 92.0 D 5-27-77 Lot 48 32974 911.5 24.6 93.6 90.0 D 5-27-77 Lot 45 32974 912.5 14.5 112.0 90.0 F COMPACTION TEST RFSUL'['S Dry ReIative 1•est Datc T c s t: 1,oc./ 1)Cp I 0i.st.Ire 1)e1 ts:ity Compaction Soil No. Of Test Tract No, li.ley. P.C.1_ Lyhe 1541 5-27-77 Lot 38 32974 916.0' 15.5 108.9 93.0 C 1542 5-27-77 Lot 37 32974 915.5 14.8 109.5 93.0 C 1543 5-27-77 Lot 36 32974 917.0 23,5 95.1 91.0 D 5-27-77 Lot 34 32974 918.5 22.8 96.0 92.0 D1544 1545 5-27-77 Lot 32 32974 916.5 14.0 109.5 93.0 C 1546 5-27-77 Lot 35 32974 915.5 14.7 109.1 93.0 C 1547 5-21-77 Lot 31 32974 919.0 13.6 113.8 91.0 F 1 1548 5-27-77 Lot 38. 32974 918.5 14.5 112.7 91.0 F. 1549 5-27-77 Lot 46 32974 914.5 15.0 107.9 92.0 C . 1550 5-27-77 Lot 22 32974 816.5 17.7 95.9 92.0 D 1551 5-27-77 Lot 23 32974 812.0 18.6 97.1 93.0 D115525-27-77 Lot 22 32974 818.0 15.0 109.1 93.0 C 1553 5-27-77 Lot 23 32974 819.0 19.9 96.8 93.0 D 1554 5-27-77 Lot 23 32974 813.5 21.9 94.6 91.0 D 1555 5-31-77 I.ot 67 32974 910.0 11.9 110.4 91.0 B 1556 5-31-77 Lot 68 32974 908.5 12.8 112.7 93.0 B 1557 5-31-77 Lot 69 32974 902.5 13.0 114.8 92.0 F 1558 5-31-77 Lot 69 32974 904.0 11.7 109.9 92.0 A 1559 5-31-77 Lot 70 32974 909.5 14.0 111.2 92.0 B 1560 5-31-77 Lot 71 32974 911.5 11.5 110.8 93.0 A 1561 5-31-77 Lot 70' 32974 912.0 15.5 108.7 93.0 C 1562 5-31-77 ... Lot 69 32974 907.5 20.0 95.6 92.0 D 5-31-77 _ Lot 68 32974 910.5 18.7 96.7 93.0 Di156315645-31-77 Lot 67 32974 913.0 19.8 95.9 92.0 D 1565 5-31-77 Lot 68 32974 913.5 14.5 110.7 91.0 B 1566 5-31-77 Lot 69 32974 910.0 15.7 108.5 92.0 C 1567 5-31-77 Lot 69 32974 912.5 16.3 107.7 92.0 C 1568 5-31-77 Lot 70 32974 915.0 17.7 93.6 90.0 D 1569 5-31-77 Lot 68 32974 916.0 18.5 95.9 92.0 D 5-31-77 Lot 69 32974 915.5 14.0 115.2 93.0 F1570 1571 5-31-77 Lot 67 32974 917.0 20.5 94.8 91.0 D 1572 5-31-77 Lot 32 32974 918.0 15.0 109.4 93.0 C 1573 5-31-77 Lot 33 32974 921.5 13.7 110.2. 94.0 C 1574 5-31-77 Lot _ 34 32974 920.5 14.9 108.7 93.0 C 1575 5-31-77 Lot 32 32974 920.5 12.5 115.8 93.0 F 1576 5-31-77 Lot 32 32974 919.5 13.3 114.9. 92.0 F 1577 5-31-77 Lot 35 32974 918.0 19.9 96.8 93.0 D 1578 5-31-77 Lot 37 32974 921.5 21.8 96.2 93.0 D 1579 5-31-77 Lot 38 32974 922.5 23.3 95.0 91.0 D` 1580 5-31-77 Lot 42 32974 907.5 24.6 94.1 90.0 D 1581 5-31-77 Lot 44 32974 909.5 22.8 95.6 92.0 D 1582 5-31-77 Lot 48 32974 915.5 19.8 97.1 93.0 D 1583 1584 5-31-77 5-31-77 Lot Lot 48 47 32974 32974 919.0 920.0 15.5 13.0 109.8 114.8 93.0 92.0 C F TABLE :I P.O. 605 LCOMPACT[eN TUST RESULTS Dry Relative Pest Date Test: Loc./ Depth/ oIst'.tire Deits.ity Compaction Soil o_- o_C_cesFt Tract No. EIey. P.C.F__ Type 1585 6-1-77 Lot 67 32974 919.5 12.9 112.9 93.0 B 1586 6-1-77 Lot 68 32974 920.0 13.5 111.6 92.0 B 6-1-77 Lot 69 32974 916.5 11.0 109.5 92.0 A1587 1588 6-1-77 Lot 70 32974 917.0 14.1 112.0 92.0 B 1589 6-1-77 Lot 71 32974 915.5 15.5 107.9 92.0 C 1590 6-1-77 Lot 70 32974 918.5 16.3 106.8 91.0 C 1591 6-1-77 Lot 69 32974 919.6 15.0 108.3 92.0 C 1592 6-1-77 Lot 68 32974 918.5 13.8 113.6 91.0 F 1593 6-1-77 Lot 68 32974 921.5 12.7 115.1 92.0 F 6-1-77 Lot 69 32974 922.0. 19.5 95.8 92.0 D1594 1595 6-1-77 Lot 68 32974 922.0 12.8 112.9 93.0 B` 1596 6-1-77 Lot. 69 32974 923.5 14.0 110.7 91.0 B 6-1-77 Lot 67 32974 917.5 10.7 109.9 92.0 A1597 1598 6-1-77 Lot 32 32974 920.5 13.5 112.9 91.0 F 1599 6-1-77 Lot 33 32974 924.5 14.7 111.9 90.0 F 1600 6-1-77 Lot 32 32974 922_0 19.9 95.7 92.0 D 1601 6-1-77 Lot 34' 32974 921.5 21.8 95.4 92.0 D 1602 6-1-77 Lot 35 32974 919.5 23.3 94.5 91.0 D 1603 6-1-77 Lot 36 32974 920.5 18.5 97.0 93.0 D 6-1-77 Lot 36 32974 923.0 15.7 108.6 92.0 C1604 1605 6-1-77 Lot 37 32974 925.0 13.5 111.8 92.0 B 1606 6-1-77 Lot 38 32974 924.5 13.0 112.9 93.0 B 1607 6-1-77 Lot 39 32974 925.0 20.5 95.5 92.0 D 1608 6-1-77 Lot 44 32974 913.5 24.6 93.8 90.0 D 1609 6-1-77 Lot 42 32974 915.5 - 19.5 96.7 93.0 D 1610 6-1-77 Lot 45 32974 917.5 15.0 109.5 93.0 C 1611 6-1-77 Lot 48 32974 921.5 16.5 107.4 91.0 C 1612 6-1-77 Lot 48 32974 924.0 20.8 96.1 92.0 D 1613 6-1-77 Lot 47 32974 923.5 15.9 108.0 92.0 C 6-1-77 Lot 42 32974 873.5 22.8 .. 94.5 91.0 Dr161416156-1-77 Lot 46 32974 880.5 19.0. 96.8 93.0 D 1616 6-1-77 Lot 47 32974 881.5 20.5 95.8 91.0 D 1617 6-1-77 Lot 48 32974 882.5 18.5 97.3 94.0 D 1618 6-2-77 Lot 48 32974 881.0 17.7 94.4 91.0 D 1619 6-2-77 Lot 48 32974 883.0 19.0 95.6 92.0 D 1620 6-2-77 Lot 67 32974. 920.'0 12.8 113.4 93.0 B •' 1621,' 6-2-77 Lot 68 32974 919.5 11.7 110.5 93.0 A' 1622. 6-2-77 Lot 69 32974 922.0 16.5 109.6 93.0 C 1623 6-2-77 Lot 69 32974 924.0 14.0 113.8 91.0 F L1624 6-2-77 Lot 70 32974 917.5 13.8 114.2 92.0 F 1625 6-2-77 Lot 70 32974 921.0 21.5 95.3 92.0 D 1626 6-2-77 Lot 68 32974 923.5 13.0 113.7 94.0 B 1627 6-2-77 Lot 162 32974 887.0 14.5 112.5 93.0 B I 1, E. ul,,Jz+i1 ],Ic. COHPACTION 'ri ST RESULTS Dry Relative rest DaV.e Test Loc./ Depth/ NoistUTe Density CompRCtlon Soi.1 No. of Test Tract No. lilev. 1).C_F. 1628 6-2-77 Lots'133-141'32974" 4961.0 9.8 3.10.7 91.0 B 1629 6-2-77 Lots 133-14.1 32974 965.0 12.5 112.9 93.0 B 1630 6-2-77' Lots 133-141 32974 963.5 15.5 108.4 92.0 C 6-2-77 Lots 133-141 32974 969.0 13.5 113.8 91.0 F1631 1632 6-2-77 Lots 133-141 32974 971.0 11.8 111.5 92.0 B 1633 6-2-77 Lot 31 32974 918.5 24.6 93.6 90.0. D 1634 6-2-77 Lot 31 32974 921.0 23.8 94.5 91.0 D. 1 1635 6-2-77 Lot 32 32974 923.5 22.8 95.4 92.0 1636 6-2-77 Lot 33 32974 925.5 16.0 107.9 92.0 C 1637 6-2-77 Lot 35 .32974 921.0 14.8 109.8 93.0 C 1638 6-2-77 Lot 37 32974 927.0 13.0 114.9 92.0 F 1639 6-2-77 Lot 36 32974 922.5 15.1 113.5 91.0 F- 1640 6-2-77 Lot 41 32974 917.5 25.0 93.5 90.0 D 1641 6-2-77 Lot 43 32974 918.5. 22.9 95.0 91.0 D 1642 6-2-77 Lot 44 32974 915.5 20.5 96.8 93.0 D 1643 6-2-77 Lot 45 32974 919.0 19.9 97.3 94.0 D 1644 6-2-77 Lot 43 32974 921.0 23.5 94.9 91.0 D 1645 6-2-77 Lot 44 32974 919.0 13.0 110.9 91.0 B 1646 6-2-77 Lot 47 32974 927.0 13.7 111.6 92.0 B 1647 6-2-77 Lot 46 32974 926.5 11.5 110.4 93.0 A 1648 6-2-77 Lot 43 32974 924.0 12.7 109.8 92.0, A 1649- 6-3-77 ' Lot .162 32974 888.0 20.5 95.5 92:0 D 6-3-77 Lot 162 32974 887.5 17.7 96.3 93.0 D1650 1651 6-3-77 Lot 162 32974 889.0 19.5 107.0 91.0 C 1652 6-3-77 Lot 162 32974 886.0 21.8 95.1 91.0 D 1653. 1654 6-3-77 6-3-77 Lot Lot 162 1 32974 33205 889.5 885.5 24.6 16.9 94.3 108.7 91.0 93.0 D C 1655 6-3-77 Lot 1 33205 888.0 14.0 113.1 91.0 F 1656 6-3-77 Lot 1 33205 890.0 12.9 115.6 93.0 F 1657 6-3-77 Lot 1 33205 891.5 15.8 109.9 94.0 C 1658 6-3-77 Lot 1 33205' 893.0 23.3 94.5 91.0 D 1659_'. 6-3-77 Lot 32 32974 ;,• 925.5 13.5 111.9 92.0 B 1660 6-3-77 Lot 33 32974 926.5 11.0 111.5 94.0 A 1661' 6-3-77 Lot 31 32974 " 922.5 14.3 110.2 91.0 B 1662. 6-3-77 Lot 32 32974' 926.5 13.0 112.5 93.0 B 1663 6-3-77 Lot 35 32974 923.5 12.5 114.8 92.0 F' 1664- 6-3-77 Lot 34 32974 920.5 11.0 112.3 92.0 B. 1665 6-3-77 Lot 37 32974 928.5 15.5 108.7 93.0 C 166C.: 6-3-77 Lot 38 32974 925.5 14.7 110.4 94.0 C 1667 6-3-77 Lot 39 32974 919.5 13.7 113.6- 91.0 F 1668' 6-3-77 Lot 43 32974 921.5 11.5 108.9 92.0 A 1669 6-3-77 Lot 44 32974 918.5 12.5 113.6 93.0 B 1670 6-3-77 Lot 45 32974 921.0 15.0 110.4 94.0 C 1671 6-3-77 Lot 46 32974 928.0 12.8 115.6 93.0 F 1672 6-3-77 Lot" 48 32974 927.5 13.5 110.9 91.0 B 1673 6-3-77 Lot 67 32974 923.5 14.0 111.3 92.0 B I I COMPACTION, TEST RES11 .Ts Dry Relo-tive rest Dti M, Test 1.oc./ Depth/ o:i s tnre Dent"1 ty Compaction Soi.L NO. Of Test Tract No. E1ev. Y.C.F. Type 1674 6-3-77 Lot 68 32974 925.0 15.7 109.8 90.0 C 1675 6-3-77 Lot 69 32974 926.5 13.6 114.0 92.0 F 1676 6-3-77 Lot 70 32974 923.5 12.4 116.7 94.0 F 6-3-77 Lot 69 32974 928.5 20.7 95.6 92.0 D1677 1678 6-3-77 Lot 70 32974 926.0 19.0 96.3 93.0 D 1679 6-3-77 Lot 68 32974 927.5 23.3 94.8 91.0 D 1680 6-3-77 Lot 69 32974 930.0 15.8 108.5 92.0 Cl 1681 6-3-77 Lot 67 32974 927.5 24.6 93.9 90.0 TD 1682 6-3-77 Lot 1 32974 885.0 20.3 93.8 90.0 D 1683 6-3-77 Lot 1 32974 879.5 18.4 94.1 90.0 D 1684 6-3-77 Lot 1 32974 878.0 11.6 112.2 90.0 F 1685 6-3-77 Lot 1 32974 859.5 15.1 107.1 91.0 C 1686 6-3-77 Lot 2 32974 854.5 18.8 94.6 91.0 D 1687 6-3-77 Lot 3 32974 945.0 8.0 108.7 91.0 A 1688 6-3-77 Lot 4 32974 855.0 11,5 109.4 92.0 A 1689 6-3-77 Lot 5 32974 850.0 11..2 109.0 92.0 A 1690 6-3-77 Lot 6 32974 859.5 13.3 110.2' 91.0 B 1691 6-3-77 Lot 7 32974 857.5 14:5 106.7 91.0 C 1692 6-3-77 Lot 8 32974 856.5 10.6 109.0 92.0 A 1693 6-3-77 Lot 9 32974 854.5 20.5 94.5 91.0 D 1694 6-3-77 Lot 10 32974 852.0 13.7 110.6 91.0 B 1695 6-3-77 Lot 11 32974 840.0 13.7 110.0 91.0 B 1696 6-3-77 Lot 12 32974 833.5 12.2 111.3 92.0 B . 1697 6-3-77 Lot 13 32974 835.5 13.6 110.1 91.0 B 1698 6-3-7.7 Lot 14 32974 820.0 10.8 109.3 92.0 A 1699 6-3-77 Lot 15 32974 825.5 1.6.4 106.9 91.0 C 1700 6-3-77 Lot 16 32974 820.0 13.8 110.8 91.0 B 1701 6-3-77 Lot 17 32974 818.5 16.9 107.2 91.0 C 1702 6-3-77 Lot 18 32974 818.0 14.4 109.2 93.0 C 1703 6-3-77 Lot 19 32974 803.5 15.9 107.2 91.0 C 1704 6-3-77 Lot 20 32974 798.0 16.4 106.8 91.0 C'..' . 1705 6-3-77 Lot 21 32974 807.5 16.9 107.1 91.0 C 1706 6-3-77 Lot 22 32974 788.0 16.5 106.9 91.0 C 6-3-77 Lot 23 32974 780.0 11.0 109.2 92.0 A1707 1708 6-3-77 Lot 23 32974 768.5 20.0 94.7 91.0 D 1709 6-3-77 Lot: 22 32974 765.0 20.8 94.2 91.0 D 1710 . 6-3-77' Lot. 21 32974 770.0 18.0 95.1 91.0 D 1711 6-3-77 Lot 20 32974 775.5 12.9 110.3 91.0 B 1712 6-3-77 Lot 19 32974 790.0 18.6 95.2 92.0 D 1713 6-3-77 Lot 18 32974 796.5 19.0 94.8 91.0 D 1714 6-3-77 Lot 17 32974 790.0 10.8 110.4 93.0 A 1715 6-3-77 Lot 16 32974 790.0 16.0 108.5 92.0 C 1716 6-3-77 Lot 15 32974 797.0 16.9 106.9 91.0 C' 1717 1718 6-3-77 6-3-77 Lot Lot 14 13 32974 32974 808.5 800.0 17.6 16.9 107.1 107.5 91.0 91.0 C C 1719 6-3-77 Lot 33 32974 836.0 16.8 108.7 93.0 c 1720 6-3-77 Lot 33 32974 836.0 13.9 111.8 92.0 B CQ2!nC_"rTON rl sr RESULTS I'C_:t Da to Test Loc./ Doi)Lh/ Moi.stitcc Dry DY.Rs:i.ty Relative Compaction Soil No. of Test Tract No. 1.?1ov. 13.C.1:. I'}ne 1721 6-3-77 Lot 34 32974 840.5 13.0 112.9 93.0 B 1722 6-3-77 Lot 35 32974 846.0 16.0 109.5 93.0 C 1723 6-3-77 Lot 36 32974 845.0 15.8 110.4 94.0 C 6-3-77 Lot 36 32974 849.0 18.8 97.2 93.0 D1724 1725 6-3-77 Lot 36 32974 848.5 16.9 107.5 91.0 C 1726 6-3-77 Lot 37 32974 853.0 11.0 110.8 93.0 A 1727 6-3-77 Lot 37 32974 852.0 17.0 106.9 91.0 C 1728 6-3-77 Lot 38 32974 855.0 4.6 109.8 92.0 A. 1729 6-3-77 Lot 38 32974 856.0 13.6 113.4 93.0 B 1730 6-3-77 Lot 39 32974 859.5 15.7 109.9 94.0 C 6-3-77 Lot 39 32974 860.0 13.3 111.5 95.0 C1731 1732 6-3-77 Lot 40 32974 864.5 18.8 96.8 93.0 D 1733 6-3-77 Lot 40 32974 865.0 15.0 94.0 90.0 D 1 1734 1735 6-3-77 6-3-77 Lot Lot 41 41 32974 32974 869.5 870.5 19.0 18.3 95.9 97.0 92.0 93.0 D D 1736 6-3-77 Lot 42 32974 873.0 15.6 109.6 93.0 C 6-3-77 Lot 42 32974 872.5 14.7 110.5 94.0 C1737 1738 6=3-77 Lot 46 32974 880.0 15.7' 109.9 94.0 C 1739 6-3-77 Lot 46 32974 880.5 14.6 111.2 95.0 C 1740 6-3-77 Lot 47 32974 882.0 17.4 96.3 93.0 D 6-3-77 Lot 47 32974 881.5 16.9 95.8 92.0 D1741 1742 6-3-77 Lot 48 32974 883.0 15.5 109.8 93.0 C . 1743 6-3-77 Lot. 48 32974 883.5 17.2 95.5 92.0 D 1744 1745 6-3-77 6-3-77 Lot Lot 162 162 32974 32974 889.0 889.5 19.1 16.5 96.9 108.6 93.0 92.0 D C 1746 6-3777 Lot. 1. 33205 894.5 _ 15.5 109.5 93.0 C 1747 6-3-77 Lot 1 33205 895.0 16.6 110.0 94.0 C 1748 6-3-77 Lot 1 33205 896.0 17.7 97.3 94.0 D F 1 7 , °i!.`if c i. e`a W.O. 605 TABLE II DEPTH OF FILL - TRACT 32974 Lot .Niimber.. Depth of Fill'' (Feet) 16 56.0 17 53.0 18 53.0 19 75.0 20 71.0 21 64.0 22 44.0 23 29.0 25 3.0 26 3.0 27 3.0 28 3.0 29 3.0 30 3.0 . 31 10.0 1 1 S. E. Medall & Associates, Inc. Lot Number 32 33 34 35 36 37 38 39 40 41 42 46 47 48 th of Fill (Feet 30.0 35.0 35.0 30.0 23.0 17.0 45.0 50.0 30.0 20:0 13.0 10.0 37.0 44.0 COUNTY OR LOS ANGELES DEPARTMENT OF COMHTY ENGINEER BUILDING AND SAFETY DIVISION SUPERVISED GRADING INS?ECTION CERTIFICATE To be filed in duplicate at the local Building and Safety Office) ob Address Tract 32974 Diamond BarrTractNo. Locality wrier [ path rfi 1d Homes Permit No. n ROUGH GRADING CERTIFICATIONN k9 BY SOILS ENGINEER A) I certify that the earth -fills placed on the following lots were installed upon competent and properly prepared base material and compacted in compliance with requirements of Building Code Section 7010. I further certify.that where the report or reports of an engineering geologist, relative to this site, have recommended the installation of buttress fills or other similar stabilization measures, such earthwork construction has been completed in accordance with the approved design. LOT NOS. 16 through 48 See report dated ,Tune 6. 1977 for compaction test data, recommended. allowable soil bearing values and other special recommendations. EXPANSIVE SOILS (YES) (= LOT NOS. 16 through 48 BUTTRESS FILLS (YES)- (9M LOT NOS. 16 through .31 Remarks Building Pad ArqX Only Engin/r No.R.C.E.26098.Date June 6, 1977 gnaturej— , fBY SUPERVISING GRADING' ENGINEER B) I certify to the satisfactory completion.of rough grading including: grading to appro ,mafinalelevations; property lines located and.staked; cut and fill slopes correctly graded andw , located in.accordance with the approved design; swales and terraces graded ready for paving; berms installed; and required drainage slopes. provided on the building pads. I furthar Corti- fy that where report or reports of an engineering geologist and/or soils engineer have been prepared relative to this site, the recommendations contained in such reports have been., followed in the prosecution of the work. LOT NOS. Remarks = Engineer - - -. - Reg. No. Date -- I Signature FINAL GRADING CERTIFICATION 4 I certify to the satisfactory completion of grading in accordance with the approved plans. All required drainage devices have been installed; slope planting established and irrigation systems provided (where required); and adequate provisions have been made for drainage of surface waters from each building site., The recommendations of the soils engineer and/or engineering -geologist (if such persons were employed) have been incorporated in the work.. LOT NOS. .. ' Remarks - Engineer Reg. No. Signature DEPARTZMENT USE ONLY: Tract No. approved by approved: A ---Lot Numbers B---Lot Numbers C---Lot Numbers Soils Report Dated Remarks 7/65 Title Approved by Permit No. Date Date Date Date