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HomeMy WebLinkAboutm605 final.pdfS. E. Medall & Associates, Inc. Consultants in the Earth Sciences 3030 South Bundy Drive, Los Angeles, California 90066 • 213/390 4079 2168 South Hathaway Street, Santa Ana, California 97705 • 7141546-6602 INTERIM SOIL AND GEOLOGIC REPORT TRACT 32974, LOTS 1-15 BUILDING PAD AREAS COUNTY OF LOS ANGELES, CALIFORNIA for WEATHERFIELD HOMES W. 0. 605 May 27, 1977 MAY 31 im', S. E. Medall & Associates, Inc. Consultants in the Earth Sciences 3030 South Bundy Drive, Las Angeles, California 90066 • 2131390-4079 2168 South Hathaway Street, Santa Ana, California 92705 + 7141546-6602 May 27, 1977 W. O. 605 Weatherfield Homes 2130 East 4th Street Suite 110 Santa Ana, California 92705 Attention: Mr. John R. Jacobsen Subject: Interim Soil and Geologic Report; Tract 32974, Lots 1-15, Building Pad Areas, County of Los Angeles, California. Reference: Interim Geologic Report; Tracts 32974 and 33197, Diamond Bar, County of Los Angeles, California, by 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 subject 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 All cuts, fills or processing of original ground under the pur- Weatherfield Homes Page 2 May 27, 1977 W. 0. 605 view of this report have been completed under the inspection of and with selective testing by S. E. Medall & Associates, Inc., and are found to be in compliance with the Grading Code of the County of Los Angeles, California. The completed work has been reviewed and is considered adequate for the construction now planned. PURPOSE OF GRADING 1. The purpose of the grading operation was to develop build- ing pad areas for one- and two-story single-family residen- ces. 2. The grading for the subject pads commenced on February 14, 1977 and ended on May 23, 1977. ENGINEERING GEOLOGY General. The geologic conditions exposed during the process of grading were frequently inspected by our staff geologists. All canyon cleanouts, subdrain placements, fill keys, cut slopes and the general grading procedures were included in these inspections. The geologic data gathered during grading and the locations S. E. Medall & Associates, Inc. Weatherfield Homes Page 3 May 27, 1977 W. O. 605 of the stabilization devices and other pertinent details are recorded on the enclosed 40-scale grading plans prepared by VTN Consolidated, Inc. Geologic Units Bedrock: Puente Formation materials exposed on the site con- sist of tan to dark gray shales with interbedded tan and gray sandstones. Fill: Fill materials derived from onsite Puente Formation, topsoil and alluvium consist of sand, silt and clay mixtures. Geolo is Structure: Bedding exposed in key excavations was found to be generally as anticipated. Bedding is generally inclined northwestward at 9 to 22 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 bed- ding. The following table lists the buttresses recommended, and their respective key widths and key depths. S. E. Medall & Associates, Inc. Weatherfield Homes May 27, 1977Page4W. O. 605 LIST OF BUTTRESSES LOCATION KEY WIDTH KEY DEPTH Lots 1-5 170 feet 10 feet Lots 6-9 60 feet 3 feet Lots 10-13 140 feet 3 feet Lots 14-15 50 feet 3 feet Subdrainage Subdrains were installed behind the buttress fills on Lots 1-13. The subdrains consisted of four -inch diameter perforated pipe embedded in one square foot of gravel. One line was placed at the heel of the stabilization device and other lines placed at vertical intervals of approximately 15 feet. Subdrains were installed beneath the fill areas of Lots 4, 14 and 15. 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 en- closed grading plans. SOIL ENGINEERING Preparation of Existing Ground 1. Deleterious material such as organic matter and debris S. E. Medal[ & Associates, Inc. Weatherfield Homes Page 5 May 27, 1977 W. O. 605 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 placement. Fill Placement 1. Fill consisting of onsite materials was placed in lifts restricted 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 fill is approximately 82 feet, located below Lot 15. Table II presents the maximum depth of fill on each lot. 3. Surfaces receiving fill and having a slope gradient steeper S. E. Medall & Associates, Inc. Weatherfield Homes Page 6 May 27, 1977 W. O. 605 than 5:1 were keyed and benched into bedrock or competent material. 4. Lots 1-15 are fill lots. Field Testin 1. Field density tests were performed using the sand cone method (ASTM D--1556), or the drive tube method (ASTM D-2937). The test results are shown in Table I. The estimated loca- tions 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 approximately 2 feet. 3. Visual classification of earth materials in the field was the basis for determining which maximum density value to employ for a given density test. Frequent one -point checks were performed to supplement visual classification. Laboratory Testing The laboratory maximum dry density and optimum moisture content for 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: S. E. Medall & Associates, Inc. Weatherfield Homes Page 7 May 27, 1977 W. O. 605 Soil Type Maximum Dry Optimum MoistureDensity, pcf Content, A Dark brown silty very fine to fine sand 119.0 10.5 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 1. Expansive soil conditions have been evaluated for each lot. Representative samples of the soils near pad grade were recovered 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. l edall & Associates, Inc. Weatherf ield Homes Page 8 May 27, 1977 W. O. 605 3. The results of these tests and the expansive nature for the building pads are presented in the following table: Dry Density Moisture Content, o Lot pcf Before Swell After Swell 1-4 106.5 10.6 25.0 5-9 98.2 13.1 26.2 10-13 90.7 14,15 91.2 15.8 15.6 Expansion Expansive 93.4 95.2 32.2 102.4 33.1 105.0 FOUNDATION DESIGN PARAMETERS High High High High 1. 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 increas- ed by one-third when considering short duration seismic or wind loads. 2. A friction coefficient for concrete on compacted soil of 0.4 and a passive bearing value 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 S. E. Madal! & Associates, Inc. Weatherfield Homes Page 9 May 27, 1977 W. Q. 605 without reduction provided that .footings are placed against properly compacted fill. High Expansive Sails: Lots '1-15. 1. Exterior footings for one- and two-story structures should be founded at a minimum depth of 18 inches below the lowest adja- cent ground surface and should be reinforced with a minimum of one No_ 5 reinforcing bar at the top and one No. 5 bar at the bottom. Interior footings for two-story structures may have a mini -- mum embedment of 18 inches below the top of the lowest adja- cent concrete slab surface. However, a 12-inch minimum pene- tration into the soil is required. Interior footings for one-story structures should be founded at a minimum depth of 12 inches below the lowest adjacent ground surface. All interior footings shall be reinforced with a minimum of one No. 4 reinforcing bar at the top and one No. 4 rein- forcing bar at the bottom. 2. A reinforced concrete grade beam should be provided across S. E. Medall & Associates, Inc. Weatherfield Homes Page 10 May 27, 1977 W. O. 605 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 -on -grade shall have a minimum thickness of 4 inches and shall be reinforced with 6-.inch by 6-inch, No. 6 by No. 6 welded wire mesh. As an alternate to the mesh, No. 3 reinforcing bars may be placed on 24-inch centers for slab reinforcement. Raised concrete slabs shall be reinforced with 6-inch by 6-inch, No. 10 by No. 10 welded wire mesh, provided that a minimum of 12 inches of clean coarse sand is placed beneath the slab. Concrete slabs with moisture sensitive floor covering shall be underlain with a moisture barrier consisting of a mini- mum 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. 4. Garage slabs shall be poured such that a positive separation S. E. Medall & Associates, Inc. Weatherfield Homes Page 11 May 27, 1977 W. O. 605 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 120 percent of the optimum and verified by this office to the depth of the footings in these areas. POST GRADING CRITERIA Trench Backfill 1. Exterior utility trench backfill shall be placed to the following standards: 90 percent of the laboratory standard if native material is used as backfill. 2. For shallow interior utility trenches, a clean sand having a sand equivalent value greater than 30 may be utilized and jetted in place. inspection, probing and, if deemed necessary, testing shall be required to verify that the backfill has been adequately densified. 3. For trenches deeper than 3 feet, a clean sand having a sand equivalent value greater than 30 should be used to bed E. Medal] & Associates, Inc. Weatherfield Homes Page 12 May 27, 1977 W. 0. 605 the pipe up to springline and jetted in place. Sand should then be placed to one foot above the pipe and jetted in place. The remainder of the backfill may consist of na- tive 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 backfill, 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 compaction. Additional Grading The project soil engineer shall be notified, prior to fill placement, regrading of the site, or backfilling trenches, after rough grading has been completed. S. E. Modals & Associates, Inc. f Weatherfield Homes Page 13 SUMMARY May 27, 1977 W. O. 605 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 au--horities for this project. Respectfully submitted, S. E. MEDALL & ASSOCIATES, INC_ DAN R. EBERHART C.E_G_ 96.5 BLT : DRE': Gi,4A: dk c GREGORY W. AXTEN R.C.E. 26098 Enclosures: Table I - Compaction Test Results Table II - Depth of Fill Grading Inspection Certificate Grading Plan c: (3) Addressee (picked -up) E. Medal1 & Associale5, Inc. TABLE I W,0. °-,605 r CONPACTION TEST RESUL`1'S Dry Relative Pest Date Test Loc./ Depth/ Moistitrc Density Compaction Soil No. of 'Pest Tract No. Elev. i'.C.E. 1 2-14-77 Lot 3 33197 758.5 19.9 95.9 92.0 D 2 2-14-77 Lot 2 33197 759.0 18.0 94.1 90.0 D 3 2-14-77 Lot 2 33197 759.5 17.5 93.6 90.0 D 4 2-14-77 Lot 3 33197 761.0 18.4 95.4 90.0 D 5 2-14-77 Lot 3 33197 760.5 13.6 109.2 92.0 C 6 2-14-77 Lot 2 33197 762.5 16.4 113.4 91.0 F 7 2-14-77 Lot 2 33197 763.0 19.5 97.1 93.0 D 8 2-14-77 Diamond Ridge 765.0 14.0 110.5 94.0 C 9 2-14-77 Lot 3 33197 766.5 14.9 99.2 95.0 D 10 2-14-77 Lot 3 33197 768.0 14.3 97.9 94.0 D 11 2-14-77 Lot 4 33197 769.5 13.1 114.9 92.0 F 12 2-14-77 Diamond Ridge 769.0 15.7 100.3 96.0 D 13 2-14--77 Diamond Ridge 770.5 19.9 110.7 94.0 C 14 2-14-77 Lot 2 33197 772.0 la.0 109.6 93.0 C 15 2-15-77 Lot 2 33197 745.5 17.3 98.0 94.0 D 16 2-15-77 Lot 3 33197 743.0 15.0 109.6 93.0 C 17 2--15--77 Lot 2 33197 747.0 20.5 100.4 97.0 D 18 2-15-77 Lot 3 33197 745.0 19.9 99.2 95.0 D 19 2-15-77 Lot 2 33197 749.0 17.7 95.2 92.0 D 20 2-15-77 Lot 2 33197 748.0 19.0 96.6 93.0 D 21 2-15-77 Lot 3 33197 748.5 18.5 99.6 95.0 D 22 2-15--77 Lot 8 33197 742.0 20.5 100.4 97.0 D 23 2-15-77 Cold Spring Lane 740.0 18.4 94.6 91.0 D 24 2-15-77 Cold Spring Lane 744.0 16.5 95.5 92.0 25 2-15-77 Cold Spring Lane 746.5 14.0 114.7 92.0 F 26 2-15-77 Cold Spring Lane 745.5 13.6 115.3 93.0 F 27 2-15-77 Cold Spring Lane 745.0 19.0 109.7 93.0 C 28 2-15-77 Cold Spring Lane 747.0 20.5 96.5 93.0 D 29 2--15-77 Cold Spring Lane 746.0 15.6 110.3 94.0 C 30 2-15--77 Cold Spring Lane 745.5 14.0 109.5 93.0 C 31 2-15-77 Lot 2 33197 749.5 20.5 99.5 95.0 D 32 2-15-77 Lot 2 33197 749.0 19.9 96.7 93.0 D 33 2--15-77 Lot 2 33197 751.5 18.0 100.4 97.0 D 34 2-16--77 Cold Sprang Dane 746.5 18.5 101.0 98.0 D 35 2-16-77 Cold Spring Lane 745.5 14.5 110.5 94.0 C 36 2-16-77 Cold Spring Lane 748.5 11.6 115.8 94.0 F 37 2-16-77 Lot 2 33197 747.5 13.1 95.2 92.0 D 38 2-16--77 Lot 2 33197 749.0 13.6 112.7 93.0 B 39 2-16-77 Lot 2 33197 750.0 14.0 99.1 95.0 D 40 2-16-77 Lot 2 33197 749.5 13.1 107.0 91.0 C 41 2-16-77 Lot 2 33197 751.0 15.0 102.6 98.0 D 42 2-16-77 Lot 2 33197 753.0 14.5 110.1 93.0 A 43 2-16-77 Lot 3 33197 754.0 11.9 109.5 93.0 C S. KE-'. c,7ed.Os "t 1'_,!{ri lr.9:;, ITIC. 1 A1S E,L J W.O. 6,05 COMPACTION TEST RESULTS Tc,St Date Test Loc. / Depth/ Moi.stuye No. Of `Pest Tract No. Elev. % - - Dry Relative Density Compa.ctlon P.C.F. % e 44 2-16-77 Lot 3 33197 749.5 21.0 105.2 90.0 45 2--16-77 Lot 3 33197 743.5 11.9 94.7 91.0 46 2-16-77 Lot 3 33197 745.0. 16.4 92.8 90.0 47 2-16-77 Lot 3 33197 747.0 17.2 98.9 95.0 48 2-16-77 Lot 3 33197 748.5 17.0 105.1 90.0 49 2-16-77 Lot 3 33197 749.5 15.0 109.6 93.0 50 2-16-77 Lot 3 33197 752.0 12.6 106.6 91.0 51 2--16-77 Lot 3 33197 754.5 19.9 99.2 95.0 52 2--16-77 Lot 3 33197 755.5 14.2 93.2 90.0 53 2-16-77 Lot 3 33197 757.0 16.0 109.5 93.0 54 2-16-77 Lot 3 33197 744.0 13.5 110.1 91.0 55 2-16--77 Lot 3 33197 746.5 14.0 105.5 90.0 56 2-16--77 Lot 23 32974 754.5 18.4 98.4 95.0 57 2-16--77 Lot 23 32974 747.0 21.0 96.2 93.0 58 2-16-77 Lot 23 32974 749.5 12.9 109.7 93.0 59 2-16-77 Lot 23 32974 753.5 15.1 107.8 92.0 60 2-17-77 Lot 2 33197 753.5 17.6 96.8 93.0 61 2-17-77 Lot 2 33197 755.0 19.9 98.2 94.0 62 2--17--77 Lot 2 33197 757.0 18.5 99.3 96.0 63 2-17-77 Lot 3 33197 756.5 14.0 110.4 94.0 64 2-17-77 Lot 3 33197 758.0 13.6 109.6 93.0 65 2-17-77 ... Lot 2 33197 559.5 18.0 97.3 94.0 66 2-17-77 Lot 2 33197 761.0 15.5 115.8 93.0 67 2-17-77 Lot 23 32974 743.0 19.9 95.7 92.0 68 2-17-77 Lot 22 32974 744.5 15.0 108.4 92.0 69 2-17"77 Lot 21 32974 745.0 14.5 110.1 94.0 70 2-17-77 Lot 21 32974 746.0 15.6 107.5 91.0 71 2-17-77 Lot 22 32974 746.5 19.5 94.3 91.0 72 2-17-77 Lot 22 32974 749.0 20.5 95.7 92.0 73 2-17-77 Lot 2 33197 755.5 14.6 108.3 92.0 74 2-17--77 Lot 2 33197 757.0 13.5 106.8 91.0 75 2-18-77 Lot 3 33197 759.5 11.9 93.4 90.0 76 2-18-77 Lot 3 33197 761.7 14.2 113.8 91.0 77 2--18-77 Lot 2 33197 759.5 14.2 106.8 91.0 78 2--18-77 Lot 2 33197 761.0 17.7 95.2 92.0 79 2-18-77 Lot 2 33197 762.5 15.0 107.8 92.0 80 2-18-77 Lot 2 33197 758.5 15.5 112.2 95.0 81 2-18-77 Lot 2 33197 763.0 15.0 112.7 91.0 82 2-18--77 Lot 2 33197 764.5 22.0 95.1 91.0 83 2-18-77 Lot 2 33197 762.5 17.7 115.4 93.0 84 2-18-77 Lot 2 33197 765.5 21.0 95.8 92.0 85 2-18-77 Lot 2 33197 763.5 19.9 94.3 91.0 86 2-18-77 Lot 2 33197 766.0 15.0 93.4 90.0 87 2--18-77 Lot 3 33197 767.5 19.9 107.7 92.0 88 2-18-77 Lot 3 33197 769.0 21.0 95.9 92.0 89 2-18-77 Lot 3 33197 768.5 14.5 110.9 91.0 90 2-18-77 Lot 3 33197 767.5 17.2 108.1 92.0 f COMPACTION Ti ST RESULTS Dry Relative TC-st Date Test Loc./ Depth/ oi.stur0 Density Compaction Soil No. o!-_TCSt Tract No. Elev. P.C.F. n Type 91 2-18-77 Lot 3 .33197 769.5 19.9 95.1 91.0 D 92 2-18-77 Lot 20 32974 742.5 13.6 109.2 93.0 C 93 2-18-77 Lot 20 32974 745.0 15.7 110.4 91.0 B 94 2-18-77 Lot 19 32974 746.5 18.7 96.2 93.0 D 95 2-18-77 Lot 22 32974 752.0 19.5 98.6 95.0 D 96 2-18-77 Lot 23 32974 755.0 21.0 99.1 95.0 D 97 2-18-77 Lot 22 32974 757.5 13.6 112.9 93.0 B 98 2-21-77 Lot 2 33197 760.0 17.9 112.6 90.0 F 99 2-21-77 Lot 2 33197 765.5 17.5 108.1 91.0 E 100 2-21-77 Lot 2 33197 768.0 14.0 108.5 92.0 E 101 2-21-77 Lot 2 33197 775.0 16.5 107.3 91.0 C 102 2-21-77 Lot 2 33197 767.5 17.2 96.4 93.0 D 103 2-21-77- Lot 2 33197 769.0 19.3 107.3 91.0 C 104 2--21-77 Lot 2 33197 771.0 15.0 108.4 91.0 E 105 2-21-77 Lot 2 33197 773.0 17.5 107.2 91.0 C 106 2-21-77 Lot 2 33197 769.5 23.4 95.6 92.0 D 107 2-21-77 Lot 2 33197 774.5 12.4 97.9 94.0 D 108 2-21-77 Lot 3 33197 769.5 19.9 95.9 92.0 D 109 2-21-77 Lot 3 33197 773.5 13.6 113.7 91.0 F 110 2-21-77 Lot 3 33197 771.0 12.9 112.5 90.0 F 111 2-21-77 Lot 3 33197 774.0 14.0 114.6 92.0 F 112 2-21-77 Lot 3 33197 775.0 19.0 96.6 93.0 D 113 2-21-77 Lot 3 33197 774.5 18.7 95.8 92.0 D 114 2-21-77 Lot 3 33197 770.5 15.6 109.5 93.0 C 115 2-21-77 Lot 3 33197 773.0 14.8 110.7 93.0 E 116 2-21-77 Lot 3 33197 775.0 13.5 109.2 92.0 E 117 2-21-77 Lot 3 33197 777.0 13.9 111.3 95.0 C 118 2-21-77 Lot 3 33197 778.5 21.5 98.7 95.0 D 119 2-21-77 Lot 3 33197 779.5 22.3 95.1 91.0 D 120 2-21-77 Lot 3 33197 780.0 13.0 110.5 94.0 C 121 2-22-77 Lots 19-23 32974 755.0 16.4 109.1 92.0 E 122 2-22-77 Lots 19-23 32974 759.5 18.4 108.8 93.0 C 123 2-22-77 Lots 19-23 32974 761.5 21.3 97.3 94.0 D 124 2--22-77 Lots 19-23 32974 763.0 15.0 111.3 92.0 B 125 2-22-77 Lots 19-23 32974 765.5 17.5 98.7 95.0 D 126 2-22-77 Lots 19-23 32974 766.5 18.4 101.4 98.0 D 127 2-22-77 Lots 19-23 32974 765.5 24.1 97.5 94.0 D 128 2-22-77 Lots 19-23 32974 767.0 14.9 109.4 93.0 C 129 2-22-77 Lots 19-23 32974 769.5 15.1 97.3 94.0 D 130 2--22-77 Lots 19-23 32974 754.0 23.3 108.8 93.0 C 131 2-22-77 Lots 19-23. 32974 756.5 19.9 96.7 93.0 D 132 2-22-77 Lots 19-23 32974 758.0 23.5 99.5 96.0 D 133 2-22-77 Lots 19-23 32974 759.5 24.4 96.5 93.0 D 134 2-22-77 Lots 19-23 32974 763.0 17.7 93.6 90.0 D 135 2-22-77 Lots 19-23 32974 765.5 18.7 97.7 94.0 D 136 2-22-77 Lots 19-23 32974 768.5 19.5 107.3 91.0 C 137 2-22-77 Lots 19-23 32974 759.9 21.9 108.3 91.0 E 138 2-22-77 Lots 19-23 32974 765.5 19.9 107.5 91.0 C TABLE I W. 0. ,! 605 COPIPACTION 'PEST RESULT'S Dry RelativeTestDatePestLoc./ Depth/ Mo istUrc Density Compaction SoilIgo. of Test Tract Na Elev_ P.C.F. TyPe 139 140 2-23-77 Lots 19-23 32974 769.5 19.9 96.8 93.0. 2-23--77 Lots 19-23 32974 768.0 21.5 99.5 9b.0 D D 141 142 2-25-77 Lots 9-18 32974 749.0 19.9 110.2 94.0 143 2-25-77 Lots 9-18 32974 744,5 21.0 110.8 94.0 C 144 2-25-77 Lots 9-18 32974 755.0 23.3 196.7 93.0 C 145 2-25-77 Lots 9-18 32974 746,5 18.5 C 146 2-25-77 Lots 9-18 32974 759,0 13.6 115.6 93.0 D 147 2-25-77 Lots 9-18 32974 752.0 19.9 95.2 95.0 148 2-25-77 Lots 9-18 32974 746.5 21.0 93.0 D 149 2-25-77 2-25-77 Lots 9-18 32974 745.0 17.6 96.9 93.0 D D 150 2-25-77 Lots 9-18 Lots 9-18 32974 32974 760.0 742.0 14.5 116.3 92.0 F 151 2-25-77 Lots 9-18 32974 748.0 13.9 13.9 115.1 115.8 91.0 g 152 153 2-25-77 Lots 9-18 32974 759.0 14.6 194.3 92.0 91.0 g 154 2-25-77 Lots 9--18 32974 761.0 23.3 94. 2 92.0 g 155 2-25-77 2-25-77 Lots 9--18 32974 745.5 15.7 1Q8,2 92.0 D 156 2-25--77 Lots 9--18 Lots 4-18 32974 32974 763.5 16.0 110.4 94.0 C 157 2--25--77 Lots 9-18 32974 759.5 761.5 14, 8 15.0 109.5 92.0 C 158 2-25-77 Lots 9-18 32974 763.0 15.5 111 8 198.6 93.0 C 159 160 2-25-77 Lots 9-18 32974 765.0 21.5 98 6 92.0 5'fl 161 2-25-77 2-25-77 Lots 9-18 32974 766.5 17.2 195.7 91.0 D C 162 2-25-77 Lots 9-18 Lots 9-18 32974 32974 773.0 770.5 19.9 95.1 91.0 D 163 2-25-77 Lots 9-18 32974 785.0 18.5 21.0 96.7 93.0 D 95.6 92.0 D 164 165 2-28-77 Lots 11-13 32974 771.0 15.6 109.6 93'0 166 2-28-77 2-28-77 Lots 11-13 32974 769.5 14.5 110.4 94.0 C C 167 2--28-77 Lots 11--13 Lots 11--13 32974 32974 767.0 765.0 13.6 107.8 92.0 C 168 2-28 -77 Lots 11-13 32974 765.5 15.8 15.0 108.0 110.2 94.0 C 169 170 2-28-77 2-28-77 Lots 11-13 32974 766.5 19.5 98.4 94.0 g5.0 C 171 2-28-77 Lots 11-13 32974 768.0 21.3 94.9 90.0 D D 172 2-28-77 Lots 11--13 Lots 11-13 32974 32974 769.0 11.9 112.5 92.0 g 173 2-28-77 Lots 11-13 32974 769.-5 768.0 13.5 12.8 115. 7 94.0 g 174 2-28-77 Lots 11-13 32974 770.0 13.8 116,7 114.1 94.0 F 175 176 2-28-77 Lots 11-13 32974 769.5 14.6 1 992. 0 F 177 2-28-77 2-28-77 Lots 11-13 32974 772.0 15.9 8 1 06.8 0 910 C C178 2-28-77 Lots 11-13 Lots 11-13 32974 32974 778. 5 781. 0 16. 5 108.2 92.0 C 179 2-28-77 hots 11-13 32974 775.5 18. 0 12. 5 114.3 9 91.0 0 180 181 2- 28-77 2- 28-77 Lots 11--13 32974 776.0 14.5 109.4 2. 0 93. 0 F C C182 2-28-77 Lots 11-13 Lots 11-13 32974 32974 771. 5 773. 0 13. 6 0 94.0 C 183 2-28--77 Lots 11-13 32974 774.5 14. 9 16. 7 110. 1 108. 4 9 C 184 2-28--77 Lots 11-13 32974 778.5 15.9 1071.392. 0 91. 0 Y... . W.U. OV.7 COHPAC:TION TEST RESULTS Dry Relative TCSt Bate Test Loc. Depth Moisture Dens ty ColI1pa ctioIl Soil No. Of Test Tract No. Elev. o P.C.F. o 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 F 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 C 192 3-1-77 Lots 9-15 32974 789.0 14.7 112.9 91.0 F 193 3-1-77 Lots 9-15 32974 793.5 12.8 116.1 93.0 F 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 199 3-1--77 Lots 9-15 32974 765.0 21.5 93.6 90.0 D 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 92.0 F 202 3-1-77 Lots 9-15 32974 764.0 14.6 109.2 93.0 C 203 3-1-77 Lots 9-15 32974 776.5 12.7 112.1 90.0 F 204 3-2-77 Lots 15-18 32974 763.5 16.4 107.2 91.0 C 205 3-2-77 Lots 15-18 32974 764.0 18.4 94.1 90.0 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 C 210 3--2--77 Lots 15-18 32974 770.0 17.7 95.2 92.0 D 211 3-2--77 Lots 15-18 32974 769.5 19.9 96.9 93.0 D 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 214 3-2-77 Lots 15-18 32974 772.5 10.8 115.8 93.0 F 215 3-2-77 Lots 15-18 32974 771.0 13.1 117.2 94.0 F 216 3-2-77 Lots 15-18 32974 778.0 18.5 96.7 93.0 D 217 3-2-77 Lots 9-14 32974 779.5 15.7 108.8 93.0 C 218 3--2-77 Lots 9-14 32974 780.0 14.6 110.1 94.0 C 219 3-2-77 Lots 9-14 32974 780.5 15.7 109.2 93.0 C 220 3-2-77 Lots 9-14 32974 782.0 16.5 95.6 92.0 D 221 3-2--77 Lots 9-14 32974 780.0 14.0 109.2 93.0 C 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 TABLE 1 W.O. ,1605 COMPACTION TEST RESULTS Test Date No. of Test Test Location Depth/ Moisture Elev. o Dry Relative Density Compaction P.C.F. u Soil Type 225 3-3-77 Lot 18 32974 771.5 16.4 105.9 90.0 C 226 3-3--77 Lot 18-19 32974 773.0 15.7 95.0 91.0 D 227 3--3-77 Lot 19 32974 775.5 18.5 106.3 90.0 C 228 3-3-77 Lot 16 32974 776.0 13.6 109.2 92.0 A 229 3-3-77 Lot 14 39274 783.0 11.8 101.0 97.0 D 230 3-3-77 Lot 13 32974 785.0 15.7 109.7 92.0 A 231 3-3--77 Lot 12 32974 794.5 16.4 106.0 90.0 C 232 3-3-77 Lot 12 32974 799.5 17.7 99.4 95.0 D 233 3-3--77 Lot 10 32974 811.5 19.9 96.7 93.0 I3 234 3--3-77 Lot 9 32974 807.0 23.5 99.5 96.0 D 235 3--3-77 Lot 12 32974 803.0 24.4 96.5 93.0 D 236 3-3-77 Lot 21 32974 760.0 17.7 93.6 90.0 D 237 3-3-77 Lot 20 32974 762.5 18.7 97.7 94.0 D 238 3-3-77 Lot 20 32974 765.0 19.5 107.3 91.0 C 239 3-3--77 Lot 20 32974 767.5 21.9 108.3 91.0 E 240 3-3--77 Lot 23 32974 770.0 19.9 107.5 91.0 C 241 3--3-77 Lot 23 32974 772.5 16.4 109.5 92.0 A 242 3-3-77 Lot 22 32974 774.0 18.5 110.0 92.0 A 243 3-3-77 Lot 22 32974 775.5 14.0 115.5 93.0 F 244 3-3-77 Lot 23 32974 776.0 12.9 113.7 91.0 F 245 3-4-77 Temporary Dike 2 Street 13.9 112.7 91.0 F 246 3-4-77 Temporary Dike 3.5 " 19.9 109.4 93.0 c 247-' 3-4-77 Temporary Dike 5 " 23.3 107.1 91.0 C 248 3--4-77 Temporary Dike 4 " 17.7 110.2 94.0 c 249 3-4-77 Temporary Dike 6 " 16.4 106.7 91.0 c 250 3-8-77 Lot 23 32974 770.0 13.9 113.4 91.0 F 251 3-8-77 Lot 23 32974 779.0 12.8 112.9 90.0 F 252 3-8-77 Lot 23 32974 781.5 19.0 110.2 94.0 C 253 3-8-77 Lot 23 32974 789.5 15.6 110.9 91.0 B 254 3-8-77 Lot 23 32974 795.5 18.5 109.3 93.0 C 255 3-8--77 Lot 23 32974 773.5 16.0 115.1 92.0 F 256 3-8-77 Lot 23 32974 775.5 11.1 108.7 91.0 A 257 3-8-77 Lot 22 32974 778.0 12.4 110.2 93.0 A 258 3-8-77 Lot 22 32974 779.5 15.5 111.9 90.0 F 259 3-8-77 Lot 20 32974 769.5 21.5 106.9 91.0 C 260 3---8-77 Lot 19 32974 770.5 20.5 93.6 90.0 D 261 3-8--77 Lot 19 32974 773.0 19.9 94.6 91.0 D 262 3-8-77 Lot 20 32974 775.0 18..8 94.2 91.0 D 263 3-8-77 Lot 19 32974 775.5 11.5 108.9 92.0 A 264 3-8-77 Lot 19 32974 779.5 12.0 110.1 93.0 A 265 3-8-77 Lot 19 32974 782.0 13.6 111.3 94.0 A 266 3-8-77 Lot 23 32974 775.5 14.5 112.6 90.0 F 267 3-8-77 Lot 23 32974 778.0 19.9 106.9 91.0 c 268 3-8-77 Lot 23 32974 786.5 23.3 109.2 93.0 C 269 3-8-77 Lot 23 32974 798.5 11.7 114.6 92.0 F S. E.-Ni-]J-,qll 9 A3S0cjZ-1!a:;, Inc- TABLE I w. 0. 605 COMPACTION TEST RESULTS Dry Relative Test Date Depth/ Moisture Density Compaction Soil No. of Test Test Location Elev. P.C.F. Type 270 3-8-77 Lot 23 32974 779.0 12.9 115.2 93.0 F 271 3-8-77 Lot 19 32974 775.0 14.5 108.2 92.0 C 272 3-8-77 Lot 21 32974 779.5 12.6 113.8 91.0 F 273 3-8-77 Lot 22 32974 780.0 18.9 98.6 95.0 D 274 3-9-77 Lot 23 32974 779.5 15.6 107.8 92.0 C 275 3-9-77 Lot 23 32974 781.5 14.5 110.3 94.0 C 276 3-9--77 Lot 23 32974 783.5 16.0 109.5 93.0 C 277 3-9-77 Lot 23 32974 785.0 18.8 97.2 93.0 D 278 3-9-77 Lot 23 32974 788.5 20.5 95.1 91.0 D 279 3-9-77 Lot 23 32974 782.0 22.8 94.8 91.0 D 280 3-9-77 Lot 23 32974 795.5 12.9 113.5 91.0 F 281 3-9--77 Lot 23 32974 802.0 19.5 96.9 93.0 D 282 3-9-77 Lot 23 32974 785.0 11.6 115.8 93.0 F 283 3-9-77 Lot 21 32974 769.5 14.0 116.4 93.0 F 284 3-9-77 Lot 22 32974 787.5 11.5 108.7 91.0 A 285 3-9-77 Lot 21 32974 789.5 13.6 113.9 91.0 F 286 3--9--77 Lot 21 32974 791.0 17.7 95.3 92.0 D 287 3-9-77 Lot 19 32974 785.5 11.0 110.2 93.0 A 288 3--9-77 Lot 19 32974 788.0 9.8 108.4 91.0 A 289 3-9-77 Lot 21 32974 791.0 15.9 106.9 91.0 C 290 3-9-77 Lot 19 32974 792.0 19.9 96.7 93.0 D 291 3-9-77 Lot 19 32974 781.0 21.5 94.5 91.0 D 292-- 3-9-77 Lot 20 32974 772.0 16.1 109.3 9.3.0 C 293 3-9-77 Lot 20 32974 775.5 15.2 112.7 91.0 F 294 3-9-77 Lot 23 32974 787.5 14.7 114.3 92.0 F 295 3-9-77 Lot 22 32974 791.5 15.8 115.8 93.0 F 296 3--10-77 Lot 19 32974 785.5 11.0- 110.7 93.0 A 297 3-10-77 Lot 19 32974 788.0 15.5 108.3 92.0 C 298 3-10-77 Lot 23 32974 780.5 11.7 109.1 92.0 A 299 3-10-77 Lot 23 32974 799.5 10.8 111.3 94.0 A 300 3-10-77 Lot 23 32974 789.5 16.0 106.8 91.0 C 301 3-10-77 Lot 20 32974 782.5 15.8 110.2 94.0 C 302 3-10-77 Lot 19 32974 785.0 12.9 112.6 90.0 F 303 3-10-77 Lot 20 32974 784.0 11.5 114.8 92.0 F 304 3-10--77 Lot 22 32974 790.0 19.0 95.1- 91.0 D 305 - 3-10-77 Lot 23 32974 802.0 13.6 111.8 90.0 F 306_,., 3-10-77 Lot 23 32974 807.0 22.8 94.3 91.0 D 307 3-10-77 Lot 22 32974 804.5 23.3 96.1 92.0 D 308- 3-10-77 Lot 19 32974 785.5 14.0 113.7 91.0 F 309 3-10-77 Lot 19 32974- 790.5 13.8 115.9 93.0 F 310 3-10-77 Lot 21 32974 792.0 13.2 109.8 90.0 B 311 3-10-77 Lot 23 32974 785.5 11.8 108.3 91.0 A 312 3-10-77 Lot 22 32974 790.5 12.9 112.4 93.0 B- - 313 3-10-77 Lot 21 32974 792.5 13.5 108.9 92.0 A 314 3-10-77 Lot 22 32974 794.5 15.0 106.5 91.0 C 315 3-10-77 Lot 19 32974 791.5 14.9 109.2 93.0 C 316 3-10-77 Lot 18 32974 775.5 16.1 114.2 92.0 F 317 3-10-77 Lot 16 32974 785.0 19.9 96.7 93.0 D 318 3-10--77 Lot 16 32974 772.5 21.5 94.9 91.0 D S. E. 'AMedafl "A Inc. TABLE i W. 0: r 605 COMPACTION TEST RESULTS Dry Relative Test Date Depth/ Moisture Density Compaction Soil No. of Test Test Location Elev. P.C.F. o Type 319 3-11-77 Lot 20 32974 787.5 12.9 112.7 91.0 F 320 3-11-77 Lot 23 32974 804.0 13.5 111.6 90.0 F 321 3-11-77 Lot 23 32974 792.5 11.9 114.5 92.0 F 322 3--11-77 Lot 22 32974 808.5 15.5 109.2 93.0 C 323 3-11-77 Lot 19 32974 793.5 19.6. 96.6 93.0 D 324 3-11-77 Lot 20 32974 789.5 21.5 95.1 91.0 D 325 3-11--77 Lot 20 32974 791.0 13.8 112.2 90.0 F 326 3-11--77 Lot 19 32974 795.5 15.0 106.2 90.0 C 327 3-11-77 Lot 21 32974 796.0 11.9 109.5 92.0 A 328 3--11-77 Cold Spring Lane 798.0 12.5 110.2 93.0 A 329 3-11-77 Lot 19 32974 796.5 22.5 94.3 91.0 D 330 3--11-77 Lot 18 32974 778.0 23.3 95.1 91.0 D 331 3-11-77 Lot 17 32974 779.5 15.0 108.3 92.0 C 332 3-11-77 Lot 15 32974 789.0 12.5 112.4 90.0 F 333 3-11-77 Lot 14 32974 791.5 14.6 106.7 91.0 C 334 3-11-77 Lot 16 32974 787.5 15.7 107.1 91.0 C 335 3-11-77 Lot 17 32974 785.5 12.0 111.8 90.0 F 336 3--11-77 Lot 17 32974 788.0 13.8 114.2 92.0 P 337 3-11-77 Lot 18 32974 789.0 12.9 108.6 91.0 A 338 3-11-77 Lot 17 32974 785.5 13.8 113.6 91.0 F 339 3-11--77 Lot 17 32974 794.5 22.8 93.7 90.0 D 340 3-14-77 Lot 20 32974 793.5 13.5 112.1 90.0 F 341 3-14-77 Lot 20 32974 796.0 12.9 114.6 92.0 F 342 3-14-77 Cold Spring Lane 805.5 15.-0 106.8 91.0 C 343 3-14-77 Lot 23 32974 800.0 13.5 115.1 92.0 F 344 3-14-77 Lot 22 32974 797.5 21.8 94.3 91.0 D 345 3-14-77. Lot 21 32974 801.5 11.6 108.4 91.0 A 346 3-14-77 Lot 21 32974 807.5 17.7 109.2 93.0 C 347 3-14--77 Lot 23 32974 804.5 12.6 116.8 94.0 F 348 3-14-77 Lot 19 32974 807.0 15.6 108.2 92.0 C 349 3-14-77 Lot 20 32974 799.5 16.8 106.9 91.0 C 350 3-14-77 Lot 20 32974 802.0 15.5 108.9 93.0 C 351 3-14-77 Lot 20 32974 805.0 14.5 110.2 94.0 C 352 3-14-77 Lot 23 32974 806.5 15.8 112.5 90.0 F 353 3-14-77 Lot 16 32974 790.0 13.6 114:1 92-.0 F 354 3-14-77 Lot 15 32974 785.5 11.0 109.-5' 92.0 A 355 3-14-77 Lot 15 32974 789.5 14.0 107.8 92.0 C 356 3-14-77 Lot 14 32974 790.5 12.8 115.4 93.0 F 357 3-14-77- Lot 12 32974 787.0 13.9 116.2 93.0 F 358-. 3-14-77 Lot. 12 32974 798.0 10.9 109.-7 92.0 A 359 3-14-77 Lot 11 32974 806.0 19.5 95.-2 92.0 D 360 3-14-77 Lot 10 32974 805.5 21.5 94.-0 90.0 D 361 3-14-77 Lot 11 32974 807.0 14.9 112.0 90.0 F 362 3-14-77 Lot 12 32974 809.5 13.5 108.8 91.0 A---- S. E. 'Niadall & Assoda"es, Inc. TABLE I W. 605 COMPAMON' TEST RESULTS rest Date 'lest Loc. / Depth/ MOistUre No. of Test Tract No. Elev. Dry Relative Density Compaction P.C.F. % Soil Type 363 3-15-77 Lot 18 32974 795.5 13.5 116.2 93.0 F 364 3-15-77 Lot 16 32974 787.5 12.9 115.8 93.0 F 365 3-15-77 Lot 17 32974 798.5 11.8 114.1 92.0 F 366 3-15-77 Lot 17 32974 805.0 11.5 108.7 91.0 A 367 3-15-77 Lot 16 32974 807.5 15.0 109.2 93.0 C 368 3-15-77 Lot 15 32974 781.5 14.9 110.3 94.0 C 369 3-15-77 Lot 12 32974 788.5 10.9 109.2 92.0 A 370 3-15-77 Lot 11 32974 790.0 14.5 108.9 93.0 C 371 3--15-77 Lot 8 32974 803.0 13.0 112.3 90.0 F 372 3-15-77 Lot 7 32974 902.5 14.2 115.7 93.0 F 373 3-15-77 Lot 18 32974 807.5 14.5 107.3 91.0 C 374 3-15-77 Cold Spring Lane 809.5 15.2 106.8 91.0 C 375 3-15-77 Lot 31 32974 821.5 12.6 115.7 93.0 F 376 3-15-77 Cold Spring Lane 796.5 10.8 108.4 91.0 A 377 3-15-77 Lot 34 32974 814.5 12.2 109.9 92.0 A 378 3--15-77 Lot 33 32974 823.0 13.9 108.3 92.0 C 379 3-15-77 Cold Spring Lane 807.5 19.5 95.8 92.0 D 380 3-15-77 Lot 21 32974 811.0 21.2 96.7 93.0 D 381 3-15-77 Cold Spring bane 809.5 18.8 112.6 90.0 F 382 3-15-77 Lot 31 32974 819.5 15.1 114.8 92.0 F 383 3-15-77 Lot 32 32974 817.5 22.3 93.6 90.0 D 384 3-15-77 Lot 23 32974 810.5 14.6 113.6 91.0 F 385 3--15-77 Lot 19 32974 813.0 13.8 116.9 94.0 F 386 3-16-77 Lot 16 32974 793.5 15.5 107.3 91.0 C 387 3-16-77 Lot 14 32974 795.0. 19.0 95.8 92.0 D 388 3-16-77 Lot 18 32974 791.5 21.5 94.3 91.0 D 389 3-16-77 Lot 17 32974 790.0 13.6 112.9 91.0 F 390 3-17-77 Lot 16 32974 796.0 11.7 110.7 93.0 A 391 3-17-77 Lot 14 32974 797.5 16.3 108.3 92.0 C 392 3-17-77 Lot 13 32974 789.0 14.2 113.4 91.0 F 393 3-17-77. Lot 11 32974 808.5 13.8 115.9 93.0 F 394 3-17-77 Lot 10 32974 806.5 18.9 96.5 93.0 D 395 3-17-77 Lot 11 32974 811.0 21.4 94.2 91.0 D 396 3-17-77 Lot 10 32974 809.0 19.5 97.4 94.0 D 397 3-17-77 Lot 11 32974 813.5 15.0 107.8 92.0 C 398 3-17-77 Lot 12 32974 806.5 14.0 109.0 93.0 C 399 3--17-77 Lot 13 32974 791.5 12.8 115.7 93.0 F 400 3-17-77 Lot 11 32974 815.0 12.5 116.5 94.0 F 401 3-17--77 Lot 15 32974 787.5 13.9 112.9 91.0 F 402 3-17-77 Lot 23 32974 808.5 12.0 108.7 91.0 A 403 3-17--77 Lot 21 32974 813.0 14.0 114.2 92.0 F 404 3-17-77 Lot 19 32974 815.5 11.5 109.2 92.0 A 405 3=17-77 Lot 33 32974 825.5 10.9 110.4 93.0 A 406 3--17-77 Lot 31 32974 820.0 17.7 106.8 91.0 C 407 3-17-77 Lot 32 32974 815.5 21.1 95.6 92.0 D 408 3-17-77 Cold Spring Lane 812.0 20.0 97.1 93.0 D 409 3-17-77 Lot 22 32974 809.5 23.3 94.2 91.0 D 410 3-17-77 Lot 23 32974 810.5 19.9 95.1 91.0 D 411 3-17-77 Lot 23 32974 810.5 15.6 106.5 91.0 C 412 3-17-77 Cold Spring Lane 810.0 14.7 109.8 93.0 C 1 1L`Lt .i W.U. bye F COANPACTTON TEST MSULTS Dry Relative jOSt D LtC Test Loc. / Depth Mo_istu-ce 1)C31S1.ty COMPS-LCtiOn Soil No. Of Test Tract No, Elev. P.C.F. T_ iY e 413 3-18-77 Lot 14 32974 796.5 12.5 114.9 92.0 F 414 3-18-77 Lot 15 32974 790.0 13.6 112.4 90.0 F 415 3-18-77 Lot 13 32974 794.0 11.7 108.2 91.0 A 416 3-18-77 Lot 11 32974 804.5 14.0 110.3 93.0 A 417 3-18-77 Lot 10 32974 808.0 18.9 95.6 92.0 D 418 3-18-77 Lot 8 32974 811.5 19.6 96.9 93.0 D 419 3-18-77 Lot 9 32974 806.5 21.0 95.1 91.0 D 420 3-18-77 Lot 8 32974 816.5 23.3 94.0 90.0 D 421 3-18-77 Lot 11 3 974 799.5 16.0 107.3 91.0 C 422 3-18-77 Lot 10 32974 810.5 17.2 109.4 93.0 C 423 3-18-77 Lot 23 32974 811.0 13.5 113.8 91.0 F 424 3-18-77 Lot 21 32974 815.5 14.8 108.7 93.0 C 425 3-18-77 Lot 18 32974 795.5 15.5 107.6 92.0 C 426 3-18-77 Lot 19 32974 817.5 12.9 111.9 90.0 F 427 3--18-77 Lot 32 32974 817.5 11.2 108.5 91.0 A 428 3-18-77 Lot 33 32974 822.0 12.5 110.2 93.0 A 429 3-18-77 Lot 32 32974 819.0 19.9 96.5 93.0 D 430 3-18-77 Cold Spring Lane 814.5 20.3 94.1 90.0 D 431 3-18-77 Cold Spring Lane 816.5 21.0 93.6 90.0 D 432 3-18-77 Cold Spring Lane 818.0 12.8 114.9 92.0 F 433 3-18-77 Lot 14 32974 798.0 14.5 96.8 93.0 D 434 3--18-77 Lot 13 32974 796.5 21.5 97.9 94.0 D 435 3-21-77 Lot 23 32974 812.5 15.6 108.9 93.0 C 436 3-2.1-77 Lot 22 32974 814.5 14.8 110.2 94.0 C 437 3-21-77 Lot 21 32974 817.0 21.0 95.8 92.0 D 438 3-21-77 Lot 18 32974 797.5 9.8 110.7 88.0 F 438a* 3-21-77 Lot 18 32974 797.5 13.5 112.9 91.0 F 439 3-21--77 Cold Spring Lazne 811.5 11.5 110.5 93.0 A 440 3--21-77 Cold Spring Lane 813.0 10.9 114.5 92.0 F 441 3-21--77 Cold Spring Lane 817.5 12.5 116.3 93.0 F 442 3--21-77 Lot 19 32974 819.0 16.1 109.5 93.0 C 443 3-21-77 Lot 20 39274 815.5 17.7 96.7 93.0 D 444 3-21-77 Lot 31 39274 823.5 13.9 115.7 93.0 F 445 3-21-77 Lot 32 32974 821.0 12.5 116.5 94.0 F 446 3-21-77 Lot 33 32974 826-.5 14.9 109.8 93.0 C 447 3-21-77 Lot 32 32974 823.5 15.2 108.0 92.0 C 448 3-21-77 Lot 18 39274 799.5 19.9 96.3 93.0 D 445 3-21-77 Lot 17 32974 794.5 11.2 108.6 91.0 A 450 3-21-77 Lot 15 32974 792.5 13.6 112.8 91.0 F 451 3-21-77 Lot 18 32974 802.0 14.0 114.3 92.0 F 452 3-21--77 Lot 17 32974 798.5 18.5 97.2 93.0 D 453 3-21-77 Lot 15 32974 795.0 20.2 95.8 92.0 D 454 3-21-77 Lot 14 32974 801.5 19.1 96.7 93.0 D 455 3-21-77 Lot 13 32974 798.15 11.0 109.3 92.0 A a = Retest S. E. PJIP J--III tit `.:-7t;3D?93, 3TIC. TA 13 L E I W.0 ; 605 CMIPACTION TEST RESULTS Dry Relative Test Date Test Lon./ Depth/ Molsturc Density Compaction Soil No. of Test Tract No. Elev. P.C.F._ Type 456 3-22-77 Lot 33 32974 828.5 13.0 108.1 91.0 A 457 3-22-77 Lot 34 32974 827.5 14.6 112.7 91.0 F 458 3-22-77 Lot 32 32974 825.q 15.9 107.9 92.0 C 459 3-22-77 Lot 22 32974 824.5 16.1 106.7 91.0 C 460 3-22-77 Lot 21 32974 821.5 21.3 95.3 92.0 D 461 3-22-77 Lot 19 32974 821.5 16.5 106.8 91.0 C 462 3-22-77 Lot 8 32974 818.0 13.8 113.1 91.0 F 463 3-22-77 Lot 10 32974 809.5 14.0 112.2 90.0 F 464 3-22-77 Lot 12 32974 794.5 15.6 109.2 93.0 C 465 3-22-77 Lot 20 32974 819.0 11.9 108.1 91.0 A 466 3-22-77 Lot 21 32974 826.0 11.8 1.15.7 93.0 F 467 3-22-77 Lot 20 32974 825.5 13.5 113.4 91.0 F 468 3-22--77 Lot 18 32974 802.5 13.9 114.2 92.0 F 469 3--22-77 Lot 19 32974 824.5 11.3 108.7 91.0 A 470 3-22-77 Lot 22 32974 827.0 11.8 110.2 93.0 A 471 3-22--77 Cold Spring Lane 816.0 19.0 96.9 93.0 D 472 3-22-77 Cold Spring Lane 813.5 21.0 94.3 91.0 D 473 3-22-77 Lot 23 32974 813.5 15.0 106.9 91.0 C 474 3-22-77 Lot 17 32974 800.5 14.5 108.2 92.0 C 475 3-22-77 Lot 15 32974 797.5 13.6 112.3 90.0 F 476 3-22-77 Cold Spring Lane 815.0 14.8 109.5 93.0 C 477 3-22-77 Cold Spring Lane 818.5 15.9 107.2 91.0 C 478 3-22-77 Lot 13 32974 801.5 11.7 110.4 93.0 A 479 3-23-77 Lot 21 32974 827.5 22.0 96.1 92.0 D 480 3-23-77 Lot 33 32974 829.5 23.5 95.3 92.0 D 481 3-23-77 Lot 22 32974 828.0 17.0 93.6 90.0 D 482 3-23-77 Cold Spring Lane 819.5 22.0 95.2 91.0 D 483 3-23-77 Cold Spring Lane 824.0 24.2 94.3 91.0 D 484 3-23-77 Cold Spring Lane 820.0 19.0 98.5 95.0 D 485 3-23-77 Lot 34 32974 828.5 17.7 93.2 90.0 D 486 3-23-77 Lot 20 32974 823.5 20.5 95.2 91.0 D 487 3-23-77 Lot 19 32974 826.0 19.0 94.5 91.0 D 488 3--23-77 Lot 18 32974 805.5 23.5 93.7 90.0 D 489 3-23-77 Lot 8 32974 815.5 13.2 113.8 91.0 F 490 3-23-77 Lot 11 32974 80365 17.5 93.6 90.0 D 491 3-23-77 Lot 15 32974 804.0 21.2 95.1 91.0 D 492 3-23-77 Lot 17 32974 805.5 11.1 109r2 92_0 A 493 3-23-77 Lot 22 32974 828.5 12.8 115.7 93.0 F 494 3-23-77 Lot 32 32974 828.5 14.1 112.5 90.0 F 495 3-23-77 Lot 34 32974 829.0 15.5 108.6 92.0 C 496 3-23-77 Lot 31 32974 830.0 19.0 96.0 92.0 D 497 3-23-77 Lot 19 32974 827.0 22.7 98.0 94.0 D 498 3-23--77 Cold Spring Lane 826.5 25.0 96.2 92.0 D 499 3-23--77 Cold Spring Lane 828.0 23.5 94.0 90.10 D 500 3-23-77 Lot 20 32974 826.5 15.1 112.0 90.0 1' 501 3-23-77 Lot. 14 32974 806.5 13.9 114.3 92.0 F TABLE , E W. a 605 COMPACTION TEST RESULTS Dry Relative Pest Date Test Loc./ Depth/ Moisture Density Compaction Soil No. of Test Tract No. Elev. P.C.F. Y - Type 502 3-24-77 Lot 22 32974 829.5 23.3 96.5 93.0 D 503 3-24-77 Lot 20 32974 827.5 19.5 97.9 94.0 D 504 3-24--77 Lot 19 32974 829.5 14.1 112.8 91.0 F 505 3-24-77 Lot 17 32974 807.5 15.6 108.7 93.0 C 506 3--24-77 Lot 16 32974 806.0 16.0 107.1 91.0 C 507 3--24-77 Lot 18 32974 826.5 24.6-, 95.3 92.0 D 508 3-24-77 Lot 15 32974 807.0 112.0 109.2 92.0 A 509 3-24-77 Lot 13 32974 810.5 11.5 110.4 93.0 A 510 3-24-77 Lot 11 32974 806.5 20.4 96.9 93.0 D 511 3-24-77 Lot 9 32974 816.5 12.9 114.3 92.0 F 512 3-24-77 Lot 18 32974 829.5 12.9 116.5 94.0 F 513 3-24-77 Lot 19 32974 831.0 13.8 114.1 92.0 F 514 3-24-77 Lot 20 32974 829.0 12.5 117.7 95.0 F 515 3-24-77 Lot 17 32974 811.5 11.7 109.3 92.0 A 516 3-24-77 Lot 18 32974 831.5 12.2 110.4 93.0 A 517 3--24-77 Cold Spring Lane 830.0 14.0 112.6 90.0 F 518 3-24-77 Cold Spring Lane 825.5 15.2 109.4 93.0 C 519 3-24-77 Cold Spring Lane 821.5 14.5 110.6 94.0 C 520 3-24-77 Lot 8 32974 817.5 23.0 95.8 92.0 D 521 3-24-77 Lot 9 32974 815.0 21.8 94.0 90.0 D 522 3-24-77 Lot 10 32974 817.5 19.5 97.1 93.0 D 523 3-24-77 Lot 14 32974 811.5 20.7 95.2 92.0 D 524 3-28--77 Lot 2 33197 767.5 17.7 109.4 93.0 C 525 3-28-77 Lot 2 33197 770.0 14,2 115.7 93.0 F 526 3-28-77 Lot 2 33197 772.0 15.5 116.2 93.0 F 527 3-28-77 Diamond Ridge 773.5 14.9 115.8 93.0 F 528 3--28-77 Lot 2 33197 775.5 15.7 110.4 94.0 C 529 3-28-77 Lot 17 32974 815.0 23.4 95.3 92.0 D 530 3-28-77 Lot 16 32974 809.5 20.5 97.1 93.0 D 531 3-28-77 Lot 18 32974 832.0 21.9 96.6 93.0 D 532 3-28--77 Lot 2 33197 774.5 19.9 97 5 94.0 D 533 3-28-77 Lot 2 33197 777.5 13.1 116.8 94.0 F 534 3-28-77 Lot 7 32974 815.5 14.5 109.4 93.0 C 535 3-28-77 Lot 10 32974 819.0 13.8 112.5 90.0 F 536 3-28-77 Lot 9 32974 817.5 15.5 107.2 91.0 C 537' 3-28-77 Lot 14 32974 815.5 13.5 114.6 92.0 F 538 3-28-77 Lot 16 32974 816.5 15.0 107.0 91.0 C 539 3-28-77 Lot 8 32974 817.0 14.9 108.7 93.0 C 540 3-28-77 Lot 9 32974 818.5 19.9 96.5 93.0 541 3-28-77 Lot 11 32974 811.5 21.5 94.2 91.0 D 542 3-28--77 Lot 13 32974 816.0 16.1 106.9 91.0 C 543 3-28-77 Lot 15 32974 817.5 15.8 107.8 92.0 C 544 3-28-77 Lot 18 32974 833.5 14.0 115.8 93.0 F 545 3-28-77 Lot 8 32974 819.5 13.2 116.4 93.0 F TAB 1,E Z W.O. 605 COMPACTION TEST RESULTS Test Date No. of Test Test Loc./ Depth/ Moisture Tract No. Elev. o Dry Relative Demsity compaction P.C.1".. % 4 546 3-29-77 Lot 1 32974 779.0 13.5 115.6 93.0 547 3-29-77 Lot 5 32974 781.5 14.0 113.9 91.0 548 3-29-77 Lot 4 32974 779.5 12.8 116.7 94.0 549 3-29-77 Lot 4 32974 780.5 15.7 108.4 92.0 550 3-29--77 Lot 5 32974 782.5 15.5 109.2 93.0 551 3-29--77 Lot 1 32974 777.5 13.1 112.8 91.0 552 3-29-77 Lot 1 32974 779.0 13.9 114.3 92.0 553 3-29-77 Lot 23 32974 814.0 21.0 95.1 91.0 554 3-29-77 Lot 20 32974 831.5 14.8 109.4 93.0 555 3-29-77 Lot 22 32974 820.5 19.9 97.2 93.0 556 3-29-77 Lot 15 32974 819.5 11.9 115.6 93.0 557 3-29-77 Lot 18 32974 834.5 13.2 113.2 91.0 558 3-29-77 Lot 33 32974 831.0 18.9 97.4 94.0 559 3-29-77 Cold Spring Lane 832.0 22.3 95.1 91.0 560 3-29-77 Cold Spring Lane 818.5 19.5 96.9 93.0 561 3-29-77 Cold Spring Lane 834.0 15.0 108.7 93.0 562 3-29-77 Lot 32 32974 830.0 14.7 110.5 93.0 563 3-29--77 Lot 10 32974 821.5 13.9 112.8 91.0 564 3-29-77 Lot 12 32974 822.0 11.5 109.5 92.0 565 3-29-77 Lot 8 32974 821.5 15.7 108.7 93.0 566 3-29-77 Lot 9 32974 823.5 13.6 114.3 92.0 567 3-29-77 Lot 14 32974 819.5 14.2 115.6 93.0 568 3-29-77 Lot 7 32974 819.0 15.9 106.8 91.0 569 3-30-77 Lot 19 32974 835.5 11.5 113.7- 91.0 570 3-30-77 Lot 32 32974 831.5 15.7 109.5 93.0 571 3--30-77 Lot 17 32974 834.0 18.0 95.3 92.0 572 3-30--77 Lot 18 32974 835.0 19.9 97.1 93.0 573 3-30-77 Lot 1 33197 779.5 15.0 109.8 93.0 574 3-30-77 Lot 2 33197 780.0 16.1 110.2 94.0 575 3-30-77 Lot 2 33197 779.0 21.0 96.8 93.0 576 3-30-77 Lot 3 33197 778.5 14.6 108.4 92.0 577 3-30-77 Lot 4 33197 781.0 13.8 115.1 92.0 578 3--30-77 Lot 3 33197 779.5 15.9 107.9 92.0 579 3-30-77 Lot 7 32974 821.5 23.3 94.3 91.0 580 3-30-77 Lot 10 32974 823.5 20.5 96.2 93.0 581 3--30-77 Lot 8 32974 823.0 13.8 112.5 90.0 582 3-30-77 Lot 11 32974 825.0 15.2 107.2 91.0 583 3-30-77 Lot 13 32974 820.5 12.5 116.5 94.0 584 3-30-77 Lot 15 32974 824.0 13.0 114.1 92.0 585 3-30-77 Lot 14 32974 825.5 14.8 108.7 93.0 586 3-30--77 Lot 16 32974 826.5 16.3 106.9 91.0 587 3-30-77 Lot 18 32974 836.5 15.5 108.0 92.0 588 3-30-77 Lot 13 32974 824.5 19.5 97.2 93.0 589 3-30-77 Lot 11 32974 827.5 21.5 95.4 92.0 590 3-30-77 Lot 12 32974 828.0 14.0 112.8 91.0 591 3-30--77 Lot 9 32974 825.5 20.7 96.8 93.0 Soil Type TABLE T W.O.'005 COMPACTION TEST RESULTS Dry Relative Test mite lest Loc./ Depth/ Moisture Density Compaction Soil No. of `Iest Pratt No Elev. p P. C I=. Type 592 3-31-77 Lot 4 32974 781.0 15.1 113.6 91.0 F 593 3-31-77 Lot 3 32974 778.5 12.8 116.7 94.0 F 594 3-31-77 Lot 5 32974 781.0 14.5 114.8 92.0 F 595 3-31-77 Lot 15 32974 826.0 21.7 96.2 93.0 D 596 3-31--77 Lot 14 32974 827.5 13.8 112.6 90.0 F 597 3--31-77 Lot 13 32974 826.0 15.9 108.5 92.0 C 598 3-31-77 Lot 11 32974 828.0 13.6 114.9 92.0 F. 599 3-31--77 Lot 10 32974 826.5 16.1 106.9 91.0 C 600 3-31-77 Lot 17 32974 829.5 20.5 96.8 93.0 D 601 3-31--77 Lot 16 32974 82910 23.7 94.0 90.0 D 602 3-31-77 Lot 17 32974 832.5 16.4 109.1 92.0 E 603 3-31-77 Lot 15 32974 828.0 23.3 108.8 93.0 C 604 3--31-77 Lot 12 32974 827.5 15.1 97.3 94.0 D 605 3-31-77 Lot 10 32974 826.5 18.4 108.7 93.0 C 606 3-31-77 Lot 9 32974 827.0 21.3 97.3 94.0 D 607 3-31-77 Lot 8 32974 826.5 14.9 109.4 93.0 C 608 3-31-77 Cold Spring Lane 829.5 15.0 111.3 92.0 B 609 3-31-77 Cold Spring Lane 831.5 24.1 97.5 94.0 D 610 3--31-77 Lot 7 32974 828.5 17.5 98.7 95.0 D 611 3-31-77 Lot 10 32974 829.0 18.4 101.4 98.0 D 612 3-31--77 Lot 9 32974 829.5 14.7 115.8 93.0 F 613 3-31-77 Lot 12 32974 830.0 16.5 107.5 91.0 C 614 3--31-77 Lot 14 32974 832.0 15.1 114.0 91.0 F 615 4-1-77 Lot 17 32974 834.0 13.7 114.1 92.0 F 616 4-1-77 Lot 15 32974 830.0 15.5 107.9 92.0 C 617 4--1-77 Lot 13 32974 829.5 11.9 112.8 93.0 B 618 4-1-77 Lot 11 32974 830.0 14.1 113.4 91.0 F 619 4-1-77 Lot 10 32974 829.5 12.8 115.6 93.0 F 620 4-1-77 Lot 9 32974 831.0 14.7 106.8 91.0 C 621 4-1-77 Lot 8 32974 830.5 11.6 110.1 93.0 A 622 4-1-77 Lot 7 32974 831.5 12.5 108.5 91.0 A 623 4-1-77 Cold Spring Lane 835.5 15.0 109.2 93.0 C 624 4-1-77 Cold Spring Lane 837.0 15.1 112.8 91.0 F 625 4-1-77 Lot 16 32974 835.5 11.5 112.5 90.0 F 626 4-1-77 Lot .14 32974 831:5 15.1 106.9 91.0 C 627 4-1-77 Lot 10 32974 831.5 11.7 112.7 93.0 B 628 4-1-77 Lot 9 32974 832.0 12.0 111.2 92.0 B 629 4-1--77 Lot 8 32974 833,0 11.9 109.0 92.0 A 630 4--1-77 Lot 11 32974 834.5 15.6 115.7 93.0 F 631 4-1-77 Lot 12 32974 832.5 21.5 96.2 93.0 D 632 4-1-77 Lot 3 32974 763.0 19.9 97.5 94.0 D 633 4--1-77 Lot 2 32974 762.5 22.5 94.1 90.0 D 634 4--1-77 Lot 3 32974 765.5 19.5 96.8 93.0 D 635 4--1-77 Lot 2 32974 766.5 13.8 114.5 92.0 F 636 4--1-77 Lot 1 32974 764.5 15.9 109.4 93.0 C 637 4-1-77 Lot 3 32974 767.5 23.3 96.8 93.0 D TABLE T W. 0. 605 i CONPACTTON TEST RESL1urs Dry Relative Test Date Test Loc. / Depth/ Moisture P.e;rLsi.ty C0DIP .Cti011 Soil 1\a. of Test Tract No. Elev. P.C.F . Type 638 4-4-77 Lot 1 32974 768.5 13.8 113.7 91.0 F 639 4-4--77 Lot 3 32974 769.5 22.5 97.2 93.0 D 640 4-4---77 Lot 2 32974 771.5 14.2 115.3 93.0 F 641 4-4-77 Lot 1 32974 769.5 12.9 116.4 93.0 F 642 4-4-77 Lot 1 32974 772.0 11.7 109.5 92.0 A 643 4-4-77 Lot 2 32974 773.0 15.8 108.3 92.0 C 644 4-4--77 Lot 2 32974 775.0 13.6 112.4 90.0 F 645 4-4-77 Lot 1 32974 774.5 13.0 114.9 92.0 F 646 4-4-77 Lot 11 32974 833.5 15.0 106.9 91.0 C 647 4-4-77 Lot 15 32974 837.5 16.1 106.3 90.0 C 648 4-4-77 Lot 12 32974 835.5 11.8 115.6 93.0 F 649 4-4-77 Lot 15 32974 838.5 15.7 109.5 93.0 C 650 4-4-77 Lot 16 32974 839.5 13.5 114.8 92.0 F 651 4-4-77 Lot 11 32974 836.0 14.0 116.9 94.0 F 652 4--4-77 Lot 10 32974 831.5 15.9 110.4 94.0 C 653 4-4-77 Lot 9 32974 833.5 12.1 103.7 91.0 A 654 4-4-77 Cold Spring Lane 836.5 11.9 110.1 93.0 A 655 4-4--77 Cold Spring Lane 838.0 21.0 96.5 93.0 D 656 4-4-77 Lot 14 32974 838.0 16.1 108.4 92.0 C 657 4-4--77 Lot 13 32974 837.5 19.5 97.6 94.0 D 658 4-4-77 Lot 12 32974 838.5 13.8 113.6 91.0 F 659 4-4-77 Lot 17 32974 839.5 14.1 112.5 90.0 F 660 4-4-77 Lot 9 32974 835.5 12.6 110.9 91.0 B 661 4-5-77 Lot 1 32974 776.5 13.8 114.5 92.0 F 662 4-5-77 Lot 2 32974 776.0 12.9 115.8 93.0 F 663 4-5-77 Lot 3 32974 773.5 15.0 108.4 92.0 C 664 4-5-77 Lot 4 32974 784.5 11.8 110.2 93.0 A 665 4-5-77 Lot 2 32974 778.5 10.5 109.9 90.0 B 666 4-5-77 Lot 1 32974 779.0 14.2 112.5 90.0 F 667 4-5-77 Lot 3 32974 775.0 13.7 115.9 93.0 F 668 4-5-77 Lot 1 32974 781.5 16.0 108.8 93.0 C 669 4-5-77 Lot 2 32974 780.0 13.9 116.2 93.0 F 670 4-5-77 Lot 2 32974 782.0 14.4 109.6 93.0 C 671 4-5-77 Lot 10 32974 837.5 14.5 114.3 92.0 F 672 4-5-77 Lot 15 32974 841:5 11.8 110.6 91..0 B 673 4-5-77 Lot 13 32974 839.5 12.5 108.7 91.0 A 674 4--5-77 Lot 9 32974 837.5 21.8 95.4 92.0 D 675 4-5-77 Lot 11 32974 840.0 19.5 97.2 93.0 D 676 4-5-77 Lot 12 32974 842.5 22.0 94.1 90.0 D 677 4-5-77 Lot 13 32974 844.5 13.9 115.6 93.0 F 678 4-5-77 Lot 14 32974 845.0 15.6 107.4 91.0 C 679 4--5-77 Lot 11 32974 845.5 20.7 96.8 93.0 D 680 4-5-77 Lot 1 32974 783.5 17.5 108.7 93.0 C 681 4--5-77 Lot 2 32974 784.5 15.0 112.6 90.0 F 682 4-5-77 Lot 3 32974 778.5 14.8 109.8 93.0 C 683 4-5-77 Lot 4 32974 787.5 15.7 108.2 92.0 C TABLE; 'I COMPACTION TEST RESULTS W.0. 605 Test Date Test Loc./ Depth/ 'Moisture No. of Test Tract No. Elev. Dry Relative Density Compaction P.C.F. 684 4-6-77 Lot 3 32974 770.5 13.2 112.1 90.0 685 4--6--77 Lot 3 32974 774.5 13.8 106.8 91.0 686 4-6-77 Lot 2 32974 772.0 15.1 107.2 91.0 687 4-6-77 Lot 9 32974 842.5 12.8 114.8 92.0 688 4-6-77 Lot 11 32974 847.0 20.5 96.5 93.0 689 4-6-77 Lot 13 32974 848.5 19.9. 97.8 94.0 690 4-6-77 Lot 15 32974 849.0 21.7 95.4 92.0 691 4-6-77 Lot 8 32974 838.5 11.8 110.2 93.0 692 4-6-77 Lot 10 32974 845.5 13.9 115.6 93.0 693 4-6--77 Lot 12 32974 846.5 14.5 114.3 92.0 694 4-6-77 Lot 1 32974 784.5 20.9 96.4 93.0 695 4-6-77 Lot 2 32974 785.0 17.7 94.0 90.0 696 4-6-77 Lot 3 32974 781.5 15.0 106.9 91.0 697 4-6-77 Lot 4 32974 789.5 21.3 95.3 92.0 698 4-6-77 Cold Spring Lane 842.0 13.8 112.8 91.0 699 4-6-77 Cold Spring Lane 846.5 12.7 114.9 92.0 700 4-6-77 Lot 1 32974 786.5 14.9 107.5 91.0 701 4-6-77 Lot 2 32974 787.5 16.1 109.4 93.0 702 4-6-77 Lot 3 32974 784.0 19.5 98.0 94.0 703 4--6--77 Lot 2 32974 789.0 21.7 96.1 92.0 704 4-6-77 Lot 11 32974 849.5 13.0 115.2 93.0 705 4-6-77 Lot 14 32974 850.0 14.2 114.3 92.0 706 4-6-77 Lot 1 32974 776.5 15.6 108.4 92.0 707 4-6-77 Lot 1 32974 778.0 14.8 109.8 93.0 708 4-7-77 Lot 5 32974 797.5 23.3 94.8 91.0 709 4-7-77 Lot 4 329.74 792.5 21.5 95.6 92.0 710 4-7-77 Lot 3 32974 787.5 22.8 94.0 90.0 711 4-7--77 Lot 2 32974 790.5 14.7 112.1 90.0 712 4-7--77 Lot 1 32974 789.5 16.3 108.5 92.0 713 4-7-77 Lot 3 32974 792.5 24.6 95.1 91.0 714 4-7--77 Lot 2 32974 793.0 23.9 94.8 91.0 715 4-7--77 Lot 1 32974 792.5 15.8 109.5 93.0 716 4-7-77 Lot 1 32974 779.5 21.7 93.6 90.0 717 4-7-77 Lot 1 32974 781.5 20.5 95.4 92.0 718 4.-7-77 Lot 10 32974 848.5 13.8 115.3 93.0 719 4-7-77 Lot 13 32974 851.0 12.9 112.9 93.0 720 4-7-77 Lot 15 32974 852.5 11.7 110.8 91.0 721 4-7-77 Lot 11 32974 851.0 15.8 109.2 93.0 722 4-7--77 Lot 16 32974 853.5 14.5 112.5 90.0 723 4-7-77 Lot 2 32974 795.0 22.8 95.7 92.0 724 4-7-77 Lot 1 32974 794.5 16.1 106.8 91.0 725 4-7-77 Lot 3 32974 796.0 19.8 97.2 93.0 Soil Type TABLE _[ W.0. 6U5 C01MACTION TEST RESULTS Dry Relative Test Date Pest Loc. / Depth/ Moisture Density C0nipacti011 Soil No. of Test Tract No. Elev. P.C.F. Type 726 4-8-77 Lot 2 32974 796.5 18.7 96.7 93.0 D 727 4--8-77 Lot 1 32974 795.5 20.5 94.6 91.0 D 728 4-8-77 Lot 3 32974 798.0 15.0 107.9 92.0 C 729 4-8-77 Lot 4 32974 799.5 13.6 112.8 91.0 F 730 4-8-77 Lot 14 32974 851.5 14.2 114.5 92.0 F 731 4-8-77 Lot 12 32974 853.0 15.5 108.7 93.0 C 732 4--8--77 Lot 10 32974 849.5 13.8 113.8 91.0 F 733 4-8-77 Lot 9 32974 847.5 12.9 115.3 93.0 F 734 4-8-77 Cold Spring'Lane 850.5 14.7 108.4 92.0 C 735 4-8-77 Cold Spring Lane 851.5 11.8 109.9 92.0 A 736 4-8-77 Lot 15 32974 850.5 11.7 110.3 91.0 B 737 4-8-77 Lot 13 32974 853.5 12.3 109.6 90.0 B 738 4-8-77 Lot 11 32974 854.0 11.5 110.8 93.0 A 739 4-8-77 Lot 9 32974 851.0 13.1 108.7 91.0 A 740 4-8-77 Lot 5 32974 801.0 21.0 95.2 92.0 D 741 4-8-77 Lot 4 32974 799.5' 20.8 96.5 93.0 D 742 4--8-77 Lot 3 32974- 799.0 19.5 97.3 94.0 D. 743 4-8-77 Lot 1 32974 802.5 16.3 108.1 92.0 C 744 4-8-77 Lot 1 32974 784.5 15.6 109.7 93.0 C 745 4-8-77 Lot 1 32974 787.0 23.3 94.0 90.0 D 746 4-8-77 Lot 2 32974 803.0 20.9 95.9 92.0 D 747 4-8-77 Lot 1 32974 802.5 19.9 96.8 93.0 D 748 4--8-77 Lot 3 32974 804.0 11.2 111.6 92.0 B 749 4-11-77 Lot 2 32974 804.0 13.4 112.8 93.0 B 750 4-11--77 Lot 1 32974 802.5 11.9 108.7 91.0 A 751 4-11-77 Lot 3 32974 801.5 15.5 109.5 93.0 C 752 4-11-77 Lot 4 32974 805.5 12.8 112.9 93.0 B 753 4-11-77 Lot 5 32974 808.5 11.5 114.0 94.0 B 754 4-11-77 Lot 6 32974 807.5 11.7 109.9 92.0 A 755 4-11-77 Lot 2 32974 808.5 14.1 112.7 91.0 F 756 4-11-77 Lot 3 32974 804.0 21.0 96.8 93.0 D 757 4-11-77 Lot 1 32974 785.5 13.8 114.3 92.0 F 758 4-11-77 Lot 1 32974 789.5 15.7 107.9 92.0 C 759 4-11--77 Lot 1 32974 809.5 21.7 95.6 92.0 D 760 4-11-77 Lot 3 32974 81M 15.5 107.8 92.0 C 761 4-11-77 Lot 1 32974 811.5 20.5 96.7 93.0 D 762 4-11-77 Lot 9 32974 852.5 13.8 114.6 92.0 F 763 4-11-77 Lot 11 32974 855.0 23.3 94.3 91.0 D 764 4-11-77 Lot 14 32974 853.5 13.0 110.9 91.0 B 765 4-11-77 Lot 12 32974 855.5 12.9 112.8 93.0 B 766 4-11-77 Lot 13 32974 857.0 11.7 110.4 93.0 A 767 4-11-77 Lot 10 32974 854.5 13.8 113.5 93.0 B 768 4-11-77 Cold Spring Lane 855.5 14.1 111.6 92.0 B 769 4-11-77 Cold Spring Lane 851.0 12.5 114.2 94.0 B 770 4-11-77 Lot 35 32974 844.5 14.0 113.8 91.0 F 771 4-11-77 Lot 36 32974 843.5 11.9 109.4 92.0 A 772 4-12-77 Lot 1 32974 813.5 12.8 115.8 93.0 F 773 4-12-77 Lot 2 32974 815.0 15.9 108.7 93.0 C TABLE I w.O. 605 CO` IIIACTIONI TEST RESULTS Test Date No , Of 'Pest Test Loc./ Tract No, Depth/ :N'.o istilre Elev. Dry Relative Density Compaction P.C.F. n 774 4-12-77 Lot 3 32974 814.5 13.5 113.7 91.0 775 4-12-77 Lot 4 32974 815.5 14.0 112.3 90.0 776 4-12-77 Lot 6 32974 815.5 11.7 110.8 91.0 777 4-12-77 Lot 2 32974 816.0 12.0 108.6 91.0 778 4-12-77 Lot 3 32974 817.0 21.7 95.9 92.0 779 4-12-77 Lot 5 32974 818.5 13.6 112.4 93.0 780- 4-12-77 Lot 1 32974 795.5 12.3 11.9 113.5 93.0 781 4-12-77 Lot 1 32974 798.0 109.6 92.0 782 4-12--77 Lot 6 32974 817.5 14.5 111.4 92.0 783 4-12-77 Lot 8 32974 815.5 13.2 108.9 92.0 784 4--12-77 Lot 7 32974 816.5 15.8 112.1 90.0 785 4-12-77 Lot 4 32974 819.0 19.9 96.7 93.0 786 4-12-77 Lot 1 32974 819.5 20.5 95.2 92.0 787 4-12-77 Lot 7 32974 819.0 14.7 113.5 91.0 788 4-12-77 Lot 6 32974 820.0 21.8 95.0 91.0 789 4-12--77 Lot 9 32974 858.0 10.5 109.8 90.0 790 4-12-•-77 Lot 10 32974 856.5 11.8 108.7 91.0 791 4-12--77 Lot 11 32974 859.5 12.8 111.9 92.0 792 4-12-77 Lot 13 32974 858.0 11.9 112.6 93.0 793 4-12-77 Lot 12 32974 857.5 16.1 109.8 93.0 794 4-12-77 Lot 10 32974 858.5 17.7 110.1 91.0 795 4-13--77 Lot 1 32974 801.5 14.5 113.2 91.0 796 4-13-77 Lot 1 32974 804.5 15.0 108.7- 93.0 797 4-13-77 Lot 1 32974 807.0 20.5 95.9 92.0 798 4-13-77 Lot 9 32974 859.5 11.7 112.3 92.0 799 4-13-77 Lot 11 32974 857.5 11.0 110.2 93.0 800 4-13-77 Lot 12 32974 858.5 12.2 109.6 90.0 801 4-13-77 Lot 10 32974 861.5 14.8 109.8 93.0 802 4-13-77 Lot 9 32974 863.0 13.6 115.4 93.0 803 4-13-77 Lot 10 32974 864.0 10.8 113.8 94.0 804 4-13-77 Lot 4 32974 820.5 11.3 110.6 93.0 805 4-13-77 Lot 3 32974 820.0 12.9 113.8 94.0 806 4-13-77 Lot 5 32974 818.5 11.7 110-.4 93.0 807 4-13-77 Lot 7 32974 821.5 11.0 109.1 92.0 808 4-13-77 Lot 6 32974 822.0 21.5 95.2 92.0 809 4--13-77 Lot 8 32974 823.5 13.8 114.6 92.0 810 4-13-77 Lot 2 32974 824.5 15.5 108.4 92.0 811 4-13-77 Lot 1 32974 825.0 12.9 115.8 93.0 812 4-13-77 Lot 3 32974 824.5 14.1 112.1 90.0 813 4-13-77 Lot 1 32974 826.5 15.9 109.8 93.0 814 4-13--77 Lot 2 32974 827.0 19.5 97.3 94.0 815 4-13--77 Lot 5 32974 826.5 20.8 96.4 93.0 816 4-13-77 Lot 7 32974 826.5 23.3 94.3 91.0 817 4-13-77 Lot 8 32974 829.0 21.7 95.2 92.0 818 4-13-77 Lot 6 32974 828.5 15.0 107.8 92.0 Soil Type FABLE 1 W.O. b0-') COS s AC TT ON TEST RESULTS Dry Relative TCSt Daze Test Loc. / Depth/ oistu-ve Density Compaction Soil No. Of Test Tract No. Elev. o P.C.P. Type 819 4-14-77 Lot 35 32974 843.5 12.9 110.7 91.0 B 820 4-14-77 Lot 36 32974 846.5 11.5 109.3 92.0 A 821 4-14-77 Lot 35 32974 839.0 20.5 95.6 92.0 D 822 4-14-77 Lot 37 32974 849.0 21.8 94.5 91.0 D 823 4-14-77 Lot 39 32974 845.5 23.3 94.0 90.0 D 824 4-14-77 Lot 40 32974 849.5 15.9 106.8 91.0 C 825 4-14--77 Lot 38 32974 853.5 13.0 113.4 91.0 F 826 4-14--77 Lot 37 32974 847.5 119.9 96.6 93.0 D 827 4-14-77 Cold Spring Lane 829.5 20.8 95.3 92.0 D 828 4-14-77 Cold Spring Lane 837.5 22.7 94.8 91.0 D 829 4-14-77 Lot 40 32974 854.0 12.3 115.6 93.0 F 830 4-14-77 Lot 36 32974 843.5 10.8 109.9 92.0 A 831 4-14-77 Lot 38 32974 848.5 18.5 96.7 93.0 D 832 4-14-77 Lot 39 32974 841.5 20.0 95.8 92.0 D 833 4-14-77 Cold Spring Lane 839.0 11.9 114.6 94.0 B 834 4-14--77 Lot 1 32974 827.5 20.5 96.2 93.0 835 4-14-77 Lot 3 32974 828.5 11.5 110.2 93.0 A 836 4-14--77 Lot 5 32974 829.0 13.6 114.6 92.0 F 837 4--14-77 Lot 4 32974 829.5 15.8 109.8 93.0 C 838 4-14-77 Lot 1 32974 813.5 12.9 115.6 93.0 F 839 4-14-77 Lot 1 32974 815.0 20.0 96.5 93.0 D 840 4-1-4-77 Lot 6 32974 831.5 19.5 97.1 93.0 D 841 4-14-77 Lot 8 32974 833.0 21.7 94.3 91.0 842 4-14-77 Lot 7 32974 832.0 18.4 97.5 94.0 D 843 4-14-77 Lot 2 32974 831.5 20.8' 96.4 93.0 D 844 4-15-77 Lot, 7 32974 834.0 14.5 112.4 90.0 F 845 4-15-77 Lot 5 32974 833.5 16.2 106.8 91.0 C 846 4-15-77 Lot 4 32974 836.0 15.0 110.2 94-.0 C 847 4-15-77 Lot 3 32974 835.5 13.6 115.6 93.0 F 848 4-15-77 Lot 1 32974 819.5 12.8 116.7 94.0 F 849 4-15-77 Lot 1 32974 821.0 13.0 114.6 92.0 F 850 4-15-77 Lot 1 32974 824.5 19.5 96.3 93.0 D 851 4-15-77 Lot 1 32974 837.5 20.8 95.1 91.0 D 852 4--15-77 Lot 2 32974 836.0 21.5 94.8 91.0 D 853 4-15-77 Lot 3 32974 838.0 11.9 109.9 92.0 A 854 4-15-77 Lot 35 32974 843.5 12.8 113.8 94.0 B 855 4-15-77 Lot 36 32974 845.5 11.5 109.8 92.0 A 856 4-15-77 Lot 38 32974 854.0 13.1 112.6 93.0 B 857 4-15-77 Lot 40 32974 855.5 14.0 113.1 91.0 F 858 4-15-77 Cold Spring Lane 839.0 13.7 114.7 92.0 F 859 4-15-77 Cold Spring Lane 842.5 12.9 115.9 93.0 F 860 4-15--77 Lot 8 32974 836.5 15.6 107.3 91.0 C 861 4-15-77 Lot 6 32974 838.0 14.8 109.8 93.0 C 862 4-15-77 Lot 5 32974 837.0 17.1 112.1 90.0 F 863 4-15-77 Lot 7 32974 838.5 15.9 114.0 92.0 F 864 4--15-77 Lot 3 32974 839.0 18.9 95.3 92.0 D 865 4-15--77 Lot 2 32974 837.5 20.3 97.1 93.0 D 866 4-15-77 Lot 1 32974 840.0 19.2 96.2 93.0 D 867 4-15-77 Lot 2 32974 839.5 15.0 114.2 92.0 F TABLE I W.O. 605 COMPACTION TEST RESULTS Dry Relative Test Date Test Loc./ Depth/ oisture Density Compaction Soil No. oC Test Tract No. Eley. P.C.F. o Type 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 871 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 13.9 115.7 93.0 F 876 4--18-77- Lot 19 32974 835.5 113.6 91..0 F 877 4-18-77 Lot 20 32974 830.0 14.3 112.1 90.0 F 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 880 4-18--77 Lot 3 32974 840.0 13.0 110.8 91.0 B 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 890 4---18-77 Lot 2 32974 845.5 21.5 95.8 92.0 D 891 4-18--77 Lot 1 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 896 4-19-77 Lot 17 32974 847.0 13.0 112.4 90.0 F 897 4-19-77 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 13.9 111.8 91.0 F 903 4-19-77 Lot 1 32974 848.5 13.6 114.3 92.0 F 904 4-19-77 Lot 5 32974 843.5 14.3 110.9 91.0 B 905 4-19-77 Lot 4 32974 845.5 11.5 110.3 93.0 A 906 4-19-77 Lot 3 32974 847.0 21.0 95.6 92.0 D 907- 4-19-77 Lot 2 32974 849.0 20.5 96.2 93.0 D 908 4-19-77 Lot 1 32974 851.5 13.0 115.6 93.0 F 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 913 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. _... 1',Iad !] & Inc. TABLE Z W.O. 605 COMPACTION TEST RESULTS Dry Relative Test Date Test Loc./ Depth/ Moisture Density Compaction Soil No. of Test Tract No. Elev. P.C.E. Type 918 4-20-77 Lot 8 32974 849.5 13.6 113.1 91.0 F 919 4--20-77 Lot 9 32974 859.5 15.8 108.2 92.0 C 920 4-20-77 Lot 7 32974 850.5 14.3 112.5 90.0 F 921 4-20-77 Lot 8 32974 852.0 12.9 115.4 93.0 F 922 4-20-77 Lot 6 32974 849.5 14.6 113.8 91.0 F 923 4--20--77 Lot 5 32974 853.0 21.5 95.6 92.0 D 924 4-20-77 Lot 4 32974 851.5 20.8 96.3 93.0 D 925 4-20-77 Lot 3 32974 854.0 14.0 114.5 92.0 F 926 4-20-77 Lot 2 32974 854.5 13.1 115.7 93.0 927 4-20-77 Lot 2 32974 856.0 15.8 109.4 93.0 C 928 4-20-77 Cold Spring Lane 844.0 13.9 113.8 91.0 F 929 4-20-77 Cold Spring Lane 846.5 12.3 115.9 93.0 F 930 4-20-77 Lot 1 32974 840.0 15.8 110.2 94.0 C 931 4-20-77 Lot 1 32974 843.5 14.9 110.8 92.0 C 932 4-20-77 Lot 1 32974 845.0 20.5 95.9 92.0 D 933 4-20-77 Lot 1 32974 847.5 11.7 110.3 91.0 B 934 4-20-77 Lot 1 32974 855.5 13.5 114.1 92.0 F 935 4--20-77 Lot 3 32974 856.0 14.1 112.6 90.0 F 936 4--20-77 Lot 4 32974 855.5 12.8 111.7 92.0 B 937 4-20-77 Lot 2 32974 857.5 11.5 109.9 92.0 A 938 4-20-77 Lot 3 32974 858.0 13.3 114.8 92.0 F 939 4-20-77 Lot 5 32974 859.5 14.5 115.1 92.0 F 940 4-20-77 Lot 6 32974 860.5 16.1 108.4 92.0 C 941- 4-20-77 u Lot 7 32974 861.0 23.3 94.1 90.0 D 942 4-21-77 Lot 3 32974 859.5 11.5 112.7 91.0 F 943 4-21-77 Lot 2 32974 861.0 20.0 95.8 92.0 D 944 4-21--77 Lot 1 32974 863.0 13.3 114.6 92.0 F 945 4-21-77 Lot 5 32974 862.0 15.0 109.4 93.0 C 946 4-21-77 Cold Spring Lane 849.0 12.8 115.9 93.0 F 947 A-21-77 Cold Spring Lane 851.0 14.9 108.9 93.0 C 948 4-21-77 Cold Spring Lane 854.5 15.6 110.1 94.0 C 949 4-21--77 Lot 6 32974 863.5 18.9 96.3 93.0 D 950 4-21-77 Lot 7 32974 864.0 13.9 110.8 91.0 B 951 4-21-77 Lot 8 32974 866.0 21.5 95.2 92.0 D 952 4-21-77 Lot 1 32974 849..5 14.6 112.1 90.0 F 953 4-21-77 Lot 1 32974 853.0 15.0 109.6 93.0 _-. C 954 4-21-77 Lot 1 32974 854.5 13.1 110.7 91.0 B 955 4-21-77 Lot 1 32974 856.0 12.8 114.6 92.0 F 956. 4-21--77 Lot 9 32974 861.5 13.9 113.0 91.0 F 957- 4-21-77 Lot 8 32974 864.5 21.5 95.6. 92.0- D 958 4-21-77 Lot 5 32974 865.5 14.1 113.7 91.0 F 959 4-21-77 Lot 6 32974 867.5 13.1 109.8 90.0 B 960 4--21-77 Lot 4 32974 866.5 15.6 109.4 93.0 C 961 4-21-77 Lot 3 32974 868.0 19.9 94.1 90.0 D 962 4-21-77 Lot 2 32974 867.5 21.6 95.2 92.0 D 963 4-21--77 Lot 2 32974 869.0 23.3 93.6 90.0 D 964 4-21-77 Lot 1 32974 870.0 14.5 112.8 91.0 F 965 4-21-77 Lot 5- 32974 868.5 13.7 113.5 91.0 F TABLE 1 W.O. 605 COMPACTION TEST RESULTS Dry Relative Test Date Test Loc./ Depth/ moisture Density Compaction Soil No. of Test tract No. Elev. P_C_F. Type 966 4-22-77 Cold Spring Lane 855.5 16.3 107.8 92.0 C 967 4--22-77 Cold Spring Lane 849.5 14.1 112.2 90.0 F 968 4-22-77 Cold Spring Lane 857.0 15.6 114.7 92.0 F 969 4-22-77 Lot 8 32974 865.5 14.8 110.1 94.0 C 970 4-22-77. Lot, 6 32974 866.0. 21.0 94.8 91.0 _ D 971 4-22--77- Lot 5 32974 864.5 20.5 95.6 92.0 D 972 4-22-77 Lot 4. 32974 866.5 19.5 97.1 93.0 D 973 4-22-77 Lot 3 32974 868.5 13.8 114.3 92.0 F 974 4-22-77 Lot 2 32974 870.0 15.'9 109.1 93.0- C 975 4-22-77 Lot 1 32974 871.5 16.1 108.3 92.0 C 976 4-22--77 Lot 1 - 32974 857.5 18.7 97.6 94.0 D 977 4-22-77 Lot 1 32974 859.0 20.8 95.8 92.0 D 978. 4--22-77 Lot 1 32974 858.5 23.3 94.0 90.0. D 979 4-22-77 Lot 1 39274 862.0 13.9 114.9 92.0 F 980 4-22-77 Lot 1 32974 872.5 14.2 110.8 91.0 B 981 4-22-77 Lot 2 32974 869.5 14.6 113.6 91.0 F 982 4-22-77 Lot 3 32974 871.0 13.8 114.2 92.0 F 983 4-22-77 Lot 4 32974 870.5 11.7 108.7 91.0 A 984 4-22-77 Lot 6 32974 869.0 14.8 109.9 94.0 C 985 4-22-77 Lot 2 32974 873.5 15.1 110.3 94.0 C 986 4-22-77 Lot 3 32974 874.0 21.5 95.8 92.0 D 987 4-22-77 Lot 1 32974 875.5 10.8 111.8 94.0 A 988 4--22-77 . Lot 4 32974 876.0 13.3 111.5 92.0 B 989- 4-22--77 Lot 2 32974 877.5 14.7 115.3 93.0 F 990 4-25-77 Lot 14 32974 854.5 12.8 115.7 93.0 F 991 4-25-77 Lot 14 32974 856.0 20.5 96.3 93.0 D 992 4-25-77 Lot 15 32974 849.5 24.6 94.5 91.0 D 993 4-25-77 Lot 16 32974, 847.5 14.5 113.6 91.0 F 994 4-25-77 Lot 16 32974 849.0 15.8 109.4 93.0 C 995 4-25-77 Lot 15 32974 851.5 13.5 110.8 91.0 B 996 4--25-77 Lot 17 32974 844.0 13.0 114.6 92.0 F 99-7 4-25--77 Lot 17 32974 846.5 14.1 112.1 90.0 F 998 4-25-77 Lot 42 32974 871.5 16.3 107.4 91.0 C 999 4-25-77 Lot 46 32974 879.5 20.7 95.2 92.0 D 1000 4-25-77 Lot 8 32974 869.5 21.5 95.8 92.0 D 1001 4-25-77 Lot 7 32974 871.0 19.8 97.2 93.0 D. 1002 4-25--77 Lot 6 32974 872.5 23.3 94.0 90.0 D 1003 4-25-77 Lot 5 32974 871.5 15.5 108.5 92.0 C 1004 4-25-77 Lot 4 32974 873.5 12.9 109.9 90.0 B 1005 4-25-77 Cold Spring Lane 871.5 11.5 110.2 93.0 A 1006 4-25-77 Cold Spring Lane 867.5 13.5 112.8 91.0 F 1007 4-25-77 Cold Spring Lane 869.0 20.8 95.0 91.0 D 1008 4-25-77 Lot 1 32974 869.5 22.5 94.7 91.0 D - 1009 4-25-77 Lot 1 32974 871.5 14.0 113.2 91.0 F 1010 4-25-77 Lot 1 32974 867.5 14.7 110.2 94.0 C 1011 4-25--77 Lot 1 32974 872.0 14.5 113.6 91.0 F 1012 4-25-77 Lot 2 32974 874.5 16.5 107.3 91.0 C 1013 4-25-77 Lot 1 32974 873.0 15.0 109.5 93.0 C 1014 4-25-77 Lot 3 32974 875.5 18.9 97.3 94.0 D 1015 4--25-77 Lot 7 32974 872.5 20.0 96.1 92.0 D S. !. Medzfl :i A 5ociales, ono. TABLE I w.o. 605 CO`!PACTION TEST RESULTS Dry Relative Test Date Test Loc./ Depth/ Moisture Density Compaction Soil. No. of Test Tract No. Elev. P.C.F. Typv 1016 4-26-77 Lot 47 329.74 874.5 15.8 108.4 92.0 C 1017 4-26-77 Lot 47 32974 877.0 18.7 96.7 93.0 D 1018 4-26-77 Lot 1 32974 873.5 20.5 95.1 91.0 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 92.0 D 1024 4-26-77 Lot 1 32974 875.5 15.5 110.2 94.0 C 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 4-26-77 Lot 48 32974 871.0 15.8 108.7 93.0 C 1028 4-26-77 Lots 24-32 32974 824.0 13.3 110.8 91.0 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 93.0 C 1033 4-26-77 Lots 24-32 32974 787.5 21.8 95.6 92.0 D 1034 4-26-77 Lots 24-32 32914 779.0 19.9 96.8 93.0 D 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 1' 1037 4-26-77 Lots 24-32 32974 827.0. 21.5 95.3 92.0 l] 1038 4-26-77 _. Lots 24-32 32974 815.5 14.8 110.1 94.0 C 103-9 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 1043 4-27-77 Lots 24-32 32974 805.0 13.8 112.2 92.0 B 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 4-27-77 Lots 24-32 32974 825.0 14.8 110.2 93.0 C 1047 4-27-77 Lots 24-32 32974 827.0 13.9 113.7 91.0 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 D 1050 4-27-77 Lots 24-32 32974 775:5 12.8 111.8 92.0 B 1051 4-27-77 Lots 24-32 32974 779.0 14.1 112.4 91.0 - F 1052 4-27-77 Lots 24-32 32974 7.77.0 10.7 110.5 93.0 A 1053 4-27-77 Lots 24-32 32974 783.5 13.8 114.6 92.0 F 1054 4--27-77 Lots 24--32 32974 795.5 14.1 115.1 92.0 F 1055 4-27-77 Lots 24-32 32974 819.5 20.7 95.6 92.0 D 1056 4-27-77 Lots 24-32 32974 821.5 18.8 97.2 94.0 D 1057 4-27-77 Lots 24--32 32974 825.5- 13.0 112.6 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 S. `E. 311a37 .0 .ssari-a-5, Inc. TAKLE I W.O. 605 COMPACTION TEST RESULTS Dry Relative Test Date rest Loc./ Depth/ Noisti-tre Density Compaction No. of Test Tract No, Elev. W % P.C.F. 1064 4-28--77 Lots 24-32 32974 779.5 11.8 109.9 93.0 1065 4-28-77 Lots 24-32 32974 786.0 16.3 108.7 92.0 1066 4-28-77 Lots 24-32 32974 792.0 20.0 95.8 92.0 1067 4-28-77 Lots 24-32 32974 799.5- 13.7 114.3 92.0 1068 4-28-77 Lots 24-32 32974 815.5 13.0 110.8 91.0 1069 4-28-77 Lots 24-32 32974 821.5 12.5 112.1 92.0 1070 4-28-77 Lots 24-32 32974 806.5 9.8 108.7 92.0 1071 4-28-77 Lots 24-32 32974 818.5 16.5 18.9 107.5 91.0 1072 4-28-77 Lots 24-32 32974 829.5 95.1 91.0 1073 4-28-77 Lots 24-32 32974 824.5 21.8 96.7 93.0 1074 4-28-77 Lots 24-32 32974 832.5 11.8 110.2 90.0 1075 4-28-77 Lots 24-32 32974 834.0 15.7 108.6 92.0 1076 4-28-77 Lots 24-32 32974 830.0 13.0 111.3 91.0 1077 4-28-77 Lots 24--32 32974 825.5 12.9 112.8 92.0 1078 4-28-77 Lots 24-32 32974 835.5 10.0 109.5 93.0 1079 4-28-77 Lots 24-32 32974 820.5 11.6 110.9 93.0 1080 4-28-77 Lots 24-32 32974 819.0 13.8 113.7 91.0 1081 4-28-77 Lots 24--32 32974 828.5 11.0 110.3 93.0 1082 4-28--77 Lots 24--32 32974 815.5 13.9 112.9 93.0 108.3 4-28-77 Lots 24--32 32974 799.5 20.5 95.6 92.0 1084 4-28--77 Lots 24-32 32974 836.0 14.1 112.2 90.0 1085 4-28-77 Lots 24-32 32974 830.0 15.0 108.1 92.0 1086 4-28-77 Lots 24-32 32974 826.5 19.9 96.8 93.0 1087 4-28-77 Lots 24-32 32974 835.5 23.3 94.1 90.0 1088 4-28-77 Lots 24-32 32974 837.0 15.7 109.1 92.0 1099 4-29-77 Lot 33 32974 835.5 16.3 107.2 93.0 1090 4-29-77 Lot 34 32974 839.5 15.9 108.3 92.0 1091 4-29-77 Lot 35 32974 845.0 20.-7 95.6 92.0 1092 4-29-77 Lot 36 32974 848.0 18.5 97.2 93.0 1093 4-29-77 Lot 37 32974 849.5 21.5 96.7 93.0 1094 4-29-77 Lot 35 32974 846.5 11.5 110.2 93.0 1095 4-29-77 Lot 34 32974 843.0 20.7 95.8 92.0 1096 4-29-77 Lot 33 32974 837.5 14.0 114..1 92.0 1097 4-29-77 Lot 35 32974 848.5 20.0 96.2 93.0 1098 4-29-77 Lot 1 32974 875.0 19.5 97.5 94.0 1099 4-29-77 Lot 1 32974 875.5 14.1 113.8 91.0 1100 4-29-77 Lot 1 32974 873.5 13.5 114.6 92.0 1101 4-29-77 Lot 1 32974 877.0 15.7 108.4 92.0 1102 4-29-77 Lot 2 32974 875.5 13.1 111.5 92.0 1103. 4-29-77 Lot 3 32974 876.0 12.8 114.7 92.0 1104 4-29-77 Lots 24-32 32974 828.5 20.5 95.8 92.0 1105 4-29-77 Lots 24-32 32974 835.5 19.9 96.4 93.0 1106 4-29-77 Lots 24-32 32974 821.5 21.8 94.7 91.0 1107 4-29-77 Lots 24-32 32974 829.0 15.5 108.4 92.0 1108 4-29-77 Lots 24-32 32974 836.5 14.8 110.1 94.0 1109 4-29-77 Lots 24-32 32974 838.5 23.3 94.5 91.0 1110 4-29--77 Lots 24-32 32974 838.0 22.8 93.9 90.0 1111 4-29-77 Lots 24-32 32974 839.5 13.5 108.0 92.0 1112 4-29-77 Lots 24-32 32974 841.0 14.4 113.0 91.0 Soil 3 fie I F L. 1, 1, 1 19.", OVJ C014P71CTIONI TEST RESULTS Dry Relative Test Date Test Loc./ Depth/ Moisture Density Comp act1011 Soil INO. of Test Tract No. Elev. P.C.F. a Type 1113 5-2-77 Lots 24-32 32974 839.5 11.8 112.3 92.0 B 1114 5--2-77 Lots 24-32 32974 841.0 13.0 113.8 91.0 F 1115 5--2-77 Lots 24-32 32974 826.5 12.9 114.4 92.0 F 1116 5-2-77 Lots 24-32 32974 828.0' 20.5 96.1 92.0 D 1117 5-2-77 Lots 24-32 32974 810.5 13.5 115.E 93.0 F 1118 5-2-77 Lots 24-32 32974 798.5 21.8 95.0 91.0 D 1119 5-2-77 Lots 24-32 32974 795.0 13.7 110.4 91.0 B 1120 5-2-77 Lots 24--32 32974 799.0 14.5 111.E 92.0 B 1121 5-2-77 Lots 24=32 •32974 807.5- 9.8 109".6 92.0 - A 1122 5-2-77 Lots 24-32 32974 819.5 15.7 106.9 91.0 C 1123 5-2-77 Lot 13 32974 856.5 23.3 94.1 90.-0 D 1124 5-2-77 Lot 13 32974 858.0 21.7 95.6 92.0 D 1125 5-2-77 Lot 14 32974 856.0 12.5 115.8 93.0 F 1126 5-2-77 Lot 15 32974 851.0 16.3 108.1 92.0 C 1127 5-2-77 Lot 14 32974 857.5 21.0 95.2 92.0 D 1128 5-2--77 Lot 15 32974 853.0 20.0 96.0 92.0 D 1129 5-2-77 Lot 16 - 32974 849.0 15.2 114.6 92.0 F 1130 5-2--77 Lots 24-32 32974 843.0 12.8 112.5 93.0 B 1131 5-2-77 hots 24-32 32974 837.5 13.7 113.2 93.0 B 1132 5-2-77 Lots 24-32 32974 828.5 18.7 96.9 93.0 D 1133 5-2-77 Lots 34-37. 32974 853.5 14.8 112.5 90.0 F 1134 5-2-77 Lots 34-37 32974 847.5 15.0 110.4 94.0 C 1135 5-2-77 Lots 34-37 32974 851.0 13.4 113.1 91.0 F 1136 5-2-77 r Lots 34-37 32974 845.5 14.5 112.0 90.0 F 1137 5-3-77 Lots 24--32 32974 845.5 14.7- 110.5 91.0 B 1138 5-3-77 Lots 24-32 32974 840.0 13.5 111.8 92.0 B 1139 5-3-77 Lots 24-32 32974 821.5 12.8 114.3 92.-0 F 1140 5-3--77 Lots 24-32 32974 817.5 16.3 106.8 91.0 C 1141 5-3-77 Lots 24-32 32974 832.5 13.8 115.6 93.0 F 1142 5-3-77 Lots 24--32 32974 835.5 14.0 114.9 92.0 F 1143 5-3-77 Lots 24-32 32974 840.5 21.5 95.7 92.0 D 1144 5-3-77 Lots 24--32 32974 833.0 15.0 108.9 93.0 C 1145 5-3-77 Lots 24--32 32974 828.5 11.7 112.1 92.0 B 1146 5-3-77 Lots 24-32 32974 847.5 9.8 109.0 92.0 A 1147 5-3-77 Lots 133,141 32974 866..5 13.3 113.5 91.0 F 1148 5--3-77 Lots 133,141 32974 868.5 14.5 112.1 90.0 F 1149 5-3-77 Lots 133,141 32974 869.0 15.9 108.7 93.0 C 1150 5-3-77 Lots 133,141 32974 873.5 21.5 95.3 9.2.0 D 1151 5-3-77 Lots 133,141 32974 877.0 22.8 94.3 91.0 D 1152 5-3--77 Lots 133,141 32974 878:5 19.9 96.7 93.0 D 1153 5-3-77 Lot 35 32974 855.5 12.7 110.8 91.0 B 1154 5-3-77 Lot 37 32974 845.5 11.9 113.4 93.-0 B 1155 5-3-77 Lot 34 32974 852.0 10.7 111.5 94.0 A 1156 5-3-77 Lot 36 32974 848.5 15.8 109.8 93.0 C 1157 5-3-77 Lots 24-32 32974 849.5 20.5 95.8 92.0 D 1158 5-3-77 Lots 24-32 32974 835.5 23.3 94.0 90.0 D 1159 5-3-77 Lots 24-32 32974 847.5 12.0 115.9 93.0 F 1160 5-3-77 Lots 24-32 32974 843.5 18.5 97.3 94.0 D S, E. ;' edal3 & ASa0clal s, 3-11G TABLE Z W.O. 605 COS IPACTI ON TEST RESULTS Dry Test Date Test Loc./ Depth/ Moistur-- Density No. of Test Tract No. Elev. % P.C.F. Relative Compaction 0e 1161 5-4-77 Lots 24-32 32974 851.5 20.0 95.9 92.0 1162 5-4--77 Lots 24-32 32974 848.0 21.8 95.2 92.0 1163 5-4-77 Lots 24-32 32974 837.0 18.7 96.7 93.0 1164 5-4-77 Lots 24-32 32974 829.5 16.3 107.4 91.0 1165 5-4-77 Lots 24-32 32974 825.0 15.0 108.7 93.0 1166 5-4--77 Lots 24-32 32974 833.0 13.5 114.6 92.0 1167 5--4-77 Lots 24-32 32974. 841.5 12.8 110.2 94.0 1168 5-4-77 Lots 24-32 32974 853.0 14.0 13.5 113.8 91.0 1169 5-4-77 Cold Spring.Lane 811.5 110.7 91.0 1170 5-4-77 Cold Spring Lane 804.0 12.7 112.1 92.0 1171 5-4-77 Cold Spring Lane 775.5 14.3 110.2 91.0 1172 5-4-77 Cold Spring Lane 770.5 11.7 110.4 93.0 1173 5-4-77 Cold Spring Lane 761.5 16.3 106.8 91.0 1174 5-4-77 Cold Spring Lane 749.5 14.5 112.7 91.0 1175 5-4-77 Cold Spring Lane 814.5 13.8 114.3 92.0 1176 5-4-77 Cold Spring Lane 809.5 13.0 115.8 93.0 1177 5-4-17 Cold Spring Lane 778.0 21.5 95.1 91.0 1178 5-4--77 Lots 133,141 32974 875.5 20.0 96.7 93.0 1179 5-4-77 Lots 133,141 32974 880.0 23.3 94.1 90.0 1180 5-4-77 Lots 133,141 32974 879.5 17.7 107.2 91.0 1181 5-4-77 Lots 133,141 32974 884.5 24.6 94.0 90.0 1182 5-4-77 Lots 133,141 32974 882.0 19.8 96.9 93.0 1183 5-4-77 Lots 133,141 32974 886.5 15.7 109.4 93.0 1184 5-4-77 Lots 42-47 32974 875.5 13.7 113.5 91.0 1185 5--4-77 Lots 42-47 32974 877.0 14.3 112.8- 91.0 1186 5-4-77 Lots 42-47 32974 882.0 20.5 95.6 92.0 1187 5-5-77 Cold Spring Lane 781.0 19.5 96.8 93.0 1188 5-5-77 Cold Spring Lane 817.0 21.7 94.6 91.0 1189 5-5-77 Cold Spring Lane 813.0 13.8 113.4 91.0 1190 5-5-77 Cold Spring Lane 753.5 15.6 108.1 92.0 1191 5-5--77 Cold Spring Lane 778.5 20.5 95.6 92.0 1192 5-5-77 Cold Spring Lane 765.5 23.5 93.8 90.0 1193 5-5-77 Lot 25 32974 778.0 12.8 112.4 93.0 1194 5-5-77 Lot 26 32974 787.0 10.7 110.3 93.0 1195 5-5-77 Lot 27 32974 797.5 14.6 109.6 93.0 1196 5-5-77 Lot 28 32974 805.5 12.0 111.8 92.0 1197 5-5-77 Lot 29 32974 812.5 13.9 110.7 91.0 1198 5-5-77 Lot 30 32974 819.5 12.5 114.5 92.0 1199 5-5-77 Lot 31 3297.4 824.5 14.0 112.6 90.0 1200 5-5-77 Lot 23 32974 782.5 20.8 95.3 92.0 1201 5-5-77 Lot 23 32974 784.0 15.7 108.6 92.0 1202 5-5-77 Lot 23 32974 785.5 14.5 109.5 93.0 1203 5-5--77 Lot 23 32974 787.0 19.9 96.4 93.0 1204 5-5-77 Lot 23 32974 788.5 21.5 95.0 91.0 1205 5-5-77 Lots 24-32 32974 854.5 13.5 112.8 91.0 1206 5-5-77 Lots 24-32 32974 846.5 14.3 112.4 90.0 1207 5-5--77 Lots 24-32 32974 835.5 19.5 95.9 92.0 1208 5-5-77 Lots 24-32 32974 815.5 15.0 109.4 93.0 1209 5-5-77 Lots 24-32 32974 825.5 21.8 95.6 92.0 1210 5-5-77 Lots 24-32 32974 839.5 20.5 96.2 93.0 1211 5-5-77 Lots 24-32 32974 856.5 24.8 94.1 90.0 Sail Type S. - ,luja11 +21 : ^ cciat , Inc. TABLE 1 W.O. 605 COMPACTION TEST RESULTS Dry Relative Test Date Test Loc./ Depth/ Moisture Density Compaction Soil No. of Test Tract No. Elev. P.C.F. o TypQ 1212 5-6-77 Lot 25 32974 779.5 14.3 112.7 91.0 F 1213 5-6-77 Lot 26 32974 788.5 13.8 111.4 92.0 B 1214 5-6-77 Lot 27 32974 799.0 14.5 112.1 92.0 B 1215 5-6--77 Lot 28 32974 806.5 16.0 108.4 94.0 C 1216 5-6--77 Lot 29 32974 814.0 13.5 112.3 90.0 F 1217 5-6-77 Lot 30 32974 820.5 12.9 114.7 92.0 F 1218 5-6-77 Lot 31 32974 824.5 20.7 95.8 92.0 D 1219 5-6-77 Lot 1 32974 879.5 21.5 94.6 91.0 D 1220 5-6-77 Lot 2 32974 878.0 13.0 112.8 93.0 B 1221 5-6-77 Lot 3 32974 880.0 10.9 110.7 93.0 A 1222 5-6-77 Lot 4 32974 878.5 13.6 112.1 92.0 B 1223 5-6-77 Lot 1 32974 881.5 12.9 114.6 92.0. F 1224 5-6-77 Lot 2 32974 882.0 18.8 96.9 93.0 D 1225 5-6-77 Lot 6 32974 874.5 15.5 107.8 92.0 C 1226 5-6-77 Lot 8 32974 871.5 16.5 106.5 91.0 C 1227 5-6--77 Lot 5 32974 878.5 20.0 95.2 92.0 D 1228 5-6-77 Lot 33 32974 834.0 23.3 94.8 91.0 D 1229 5-6-77 Lot 34 32974 839.5 24.0 94.5 91.0 D 1230 5-6-77 Lot 36 32974 846.5 15.0 113,8 91.0 F 1231 5-6-77 Lots 24-32 32974 856.5 14.3 111.5 92.0 B 1232 5-6-77 Lots 24--32 32974 849.0 13.7 112.6 93.0 B 1233 5-6-77 Lots 24-32 32974 837.5 11.8 110.7 93.0 A 1234 5-6-77 Lots 24-32 32974 827.0 14.0 110.3 91.0 B 1235 5-6--77 Lots 24-32 32974 819.5 17.7 94.5 91.0 D 1236 5-6-77 Lots 24-32 32974 843.0 13.5 115.2 93.0 F 1237 5-13-77 Lot 25 32974 779.5 15.5 93.6 90.0 D 1238 5-13-77 Lot 26 32974 788.0 13.5 113.5 91.0 F 1239 5--13-77 Lot 27 32974 799.5 12.8 115.8 93'.0 F 1240 5--13-77 Lot 28 32974 807.0 15.7 107.7 92.0 C 1241 5-13-77 Lot 29 32974 813.0 11.9 116.2 93.0 F 1242 5-13-77 Lot 30 32974 821.0 13.9 115.6 93.0 F 1243 5-13-77 Lot 35 32974 845.5 19.9 106.9 91.0 C 1244 5-13-77 Lot 37 32974 851.5 20.0 107.1 91.0 C 1245 5--13-77 Lot 38 32974 854.5 14.0- 115.2 93.0 F 1246 5-13-77 Lot 42 32974 873.0 21.5 95.6- 92.0 D 1247 5-13-77 Lot 1 32974 882.5 14.3 112.0 90.0 - F 1248 5-13-77 Lot 2 32974 883.0 13.5 114.1 92.0 F 1249 5-13-77 Lot 3 32974 880.5 14.8 108.4 92.0 C 1250 5-13-77 Lot 5 32974 879.5 12.7 115.6 93.0 F 1251 5-13-77 Lot 7 32974 874.0 16.3 107.5 91.0 C-- 1252 5-13--77 Lot 8 32974 873.0 14.6 112.8 91.0 F 1253 5-13-77 Lots 42-48 32974 885.5. 20.8 95.3 92.0 D 1254 5--13-77 Lots 42-48 32974 877.5 14.7 113.5 91.0 F 1255 5-13-77 Lots 42-48 32974 880.5 11.7 110.8 91.0 B 1256 5-13-77 Lots 42--48 32974 882.5 9.8 110.3 93.0 A- 1257 5-13-77 Lots 24-32 32974 851.5 13.0 112.7 93.0 B 1258 5-13-77 Lots 24-32 32974 853.0 14.5 115.6 93.0 F 1259 5-13-77 Lots 24-32 32974 849.5 13.3 111.6 92.0 B 1260 5--13-77 Lots 24-32 32974 845.5 13.0 112.3 92.0 B 1261 5-13-77 Lots 24-32 32974 827.5 15.9 109.4 93.0 C S. E. ;-'Aedai] & AriSID-Clale$, Inn. TABLE I W.O. 605 C011PACTION, TEST RESULTS Dry Relative Test Date Test Loc./ Depth/ Moisture Density Compaction Soil O. of Test Tract No. Elev. P.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 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 1267 5-16--77 Lot 4 32974 880.5 14.3 112.5. 90.0 F 1268 5-16-77 Lots 42-48 32974. 885.5 20.5 95.8 92.0 D 1269 5--16-77 Lots 4.2-48 32974 887.0 12.9 16.5 110.9 91.0 B 1270 5-16-77 Lots 42-48 .32974 890.0 108.5 92.0 C 1271 5-16-77 Lots 42-48 32974 888.0 11.7 112.9 91.0 F 1272 5-16-77 Lots 24-32 32974 858.5 19.2 96.3 93.0 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 1277 5-16-77 Lots 24-32 32974 867.5 12.9 115.6 93.0 F 1278 5-16-77 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 5-16-77 Lots 24-32 32974 870.0 14.7 110.8 91.0 B 1281 5-16-77 Lots 24-32 32974 871.5 11.5 112.7 95.0 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 133,141 32974 898.5 13,6 111.7 92.0 B 1286 5-16-77 Lots 133,141 32974 889'.5 15.1 110.9. 91.0 B 1287 5-16-77 Lots 1.33,141 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 5-17-77 Lot 5 32974 878.5 16.3 108.4 92..0 C 1290 5-17-77 Lot 6 32974 877.0 13.8 112..8 91.0 F 1291 5--17-77 Lot' 7 32974 875.0 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 1296 5-17-77 Lots 133,141 32974 918.5 15.0 110.4 91.0 B 1297 5-17-77 Lots 133,141 32974: 927.5 14.5 113.9 91.0 F 1298 5-17-77 Lots 42-48 32974 892.5 23.3 94.3 91.0 D 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 890.5 19.9 97.0 93.0 D 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. F 1303 5-17-77 Lots 42-48 32974 898.0 14.8 109.9 94.0 C 1304 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 --' 1306 5-17--77 Lots 24-32 32974 813.5 16.0 112.2 90.0 F- 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 5-17--77 Lots 24-32 32974 835.5 12.9 112.6 93.0 B 1310 5-17-77 Lots 24-32 32974 845.5 14.0 110.3 91.0 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 TABLE I W.O. 605 CUMPACTION TEST RESULTS Dry Relative Test Date Test Loc./ Depth/ Moisture Density Compaction Soil No. of Test Tract No. Elev. P.C.F. Type 1315 5-18-77 Lot 1 32974 889.0 14.0 113.1 91.0 F 1316 5-18-77 Lot 5 32974 879.5 15.5 108.4 92.0 C 1317 5-18-77 Lot 6 32974 878.0 13.3 115.2 93.0 F 1318 5-18-77 Lot 7 32974 876.5 12.8 115.9 93.0 F 1319 5-18-77 Lots 24-32 32974 824.0 13.0 112.7 93.0 B 1320 5-18-77 Lots 24-32 32974_ 830.0 11.7 108.6 91.0 A 1321 5-18-77 Lots 24--32 32974 838.5 13.6 114.5 92.0 F 1322 5-18-77 Lots 24-32 •32974 847.5 15.8 109.4 93.0 C 1323 5-18-77 Lots 24-32 32974 888.5 21.8 94.6 91.0 D 1324 5-18-77 Lots 24-32 32974 869.5 19.5 96.7 93.0 D 1325 5-18-77 Lots 33-48 32974 861.5 12.8 112.1 92.0 B 1326 5-18-77 Lots 33-48 32974 862.0 10.8 110.4 93.0 A 1327 5-18-77 Lots 33-48 32974 858.5 13.5 113.7 91.0- F 1328 5-18-77 Lots 33-48 32974 859.5 20.5 95.2 92.0 D 1329 5--18--77 Lots 33-48 32974 864.5 14.0 112.8 91.0 F 1330 5-18-77 Lots 33-48 32974 879.5 23.3 93.6 90.0 D 1331 5-18-77 Lots 33-48 32974 882.0 20.0 95.7 92.0 D 1332 5-18-77 Lots 33-48 32974 884.5 19.5 96.9 93.0 D 1333 5-18-77 Lots 33-48 32974 887.0 11.8 110.4 93.0 A 1334 5-18-77 Lots 33-48 32974 864.0 12.5 111.2 93.0 A 1335 5-18-77 Lots 33-48 32974 868.0 12.9 111.4 92.0 B 1336 5-18-77 Lots 133,141 32974 931.5 13.8 114.8 92.0 F 1337 5-18-77 Lots 133,141 32974 945.0 14.8 109.4 93.0 C 1338 5-18-77 Lots 133,141 32974 958.5 15.7 107.8- 92.0 C . 1339 5-18--77 Lots 133,141 32974 937.5 24.6 94.0 90.0 D 1340 5-18-77 Lots 133,141 32974 939.5 21.8 95.4 92.0 D 1341 5-18-77 Lots 133,141 32974 940.0 22.5- 94.7 91.0 D 1342 5-18-77 Lots 133,141 32974 938.0 12.7 115.1 92..0 F 1343 5-18-77 Lots 133,141 32974 943.0 14.8 112.3 90.0 F 1344 5-18-77 Lots 133,141 32914 959.5 20.0 96.2 93.0 D 13.45 5-19-77 Lot 34 32974 851.5 15.7 108.6 92.0 C 1346 5-19-77 Lot 33 32974 849.0 13.8 111.5 92.0 B 1347 5-19-77 Lot 35 32974 865.0 12.5 108.5 91.0 A 1348 5-19-77 Lot 36 32974 869.0 15.0 112.1 90.0 F 1349 5-19-77 Lot 37 32974 868:5 23.3 95.2 92."0 D 1350 5-19-77 Lot 38 32974 864.5 24-.6 94.0 90.0 D 1351 5-19-77 Lot 39 32974 869.0 13.-5 113.6 91.0 F 1352 5-19-77 Lot 40 32974 874.0 20.8 95.7. 92.0 D 1353 5-19-77 Lot 40 32974 877.5 22.7 95-2 92.0 D I 4 5-19- 77 Lot 5 32974 878.5 13.5 113..5 91. 0 F = 1355 5-19-77 Lot 7 32974 876-.5 15.5 108..2 92.0 C 1356 5-19--77 Lot 6 32974 877.5- 14.3 112.8 91.0 F 1357 5-19--71 Lot 41 32974 875.5, 14.9 112.1 92.0 B --' 1358 5•-19-77 Lot 42 32974 884.0 18.7 95.7 92.0 D- 1359 5-19-77 Lot 43 32974 886.0 20.5 94.5 91.0 D 1360 5-19-77 Lot 44 32974 887.5 12.8 110.4 91.0 B 9. 'E.'1 ad4 i1 x A5SD'CtaIe3, 1flC- TABLE I w.0. 605P COMPACTION TEST RESUurs Pest Date Test Loc./ Depth/ Moisture NO of Tr -,St Tract No. Elev. % Dry Relative Density Compaction 1'.C.F. Soil TYPO 1361 5-19-77 Lot 45 32974 889.0 11.0 109.2 92.0 A 1362 5-19-77 Lot 46 32974 889.5 14.7 106.8 91.0 C 1363 5-19-77 Lot 48 32974 887.5 16.0 107.1 91.0 C 1364 5-19-77 Lot 48 32974 885.5 21.0 96.2 93.0 D 1365 5-19-77 Lot 48 32974 890.0 22.9 94.7 91.0 D 1366 5-19-77 Lot 47 32974 889.5 20.5 95.3 92.0 D 1367 5-19-77 Lot 46 32974 892.0 15.8 112.0 90.0 F 1368 5-19-77 Lot 44 32974 889.5 16.7 111.7 90.0 F 1369 5-19-77 Lot 41 32974 879.0 15.0 108.41. 92.0 C 1370 5--19-77 Lot. 40 32974 880.0 19.8 96.8 93.0 D 1371 5-19-77 Lot 38 32974 865.5 14.6 114.1 92.0 F 1372 5-19-77 Lot 35 32974 869.0 17.7 95.8 92.0 D 1373 5-20-77 Lot 41 32974 882.5 13.8 113.7 91.0 F 1374 5-20-77 Lot 40 32974 884.0 15.4 107.8 92.0 C 1375 5-20-77 Lot 39 32974 875.5 20.5 95.1 91.0 D 1376 5-20-77 Lot 38 32974 868.5 18.7 96.8 93.0 D 1377 5-20-77 Lot 37 32974 872.0 21.8 95.6 92.0 D 1378 5-20-77 Lot 35 32974 874.5 2.2.5 94.8 91.0 D 1379 5-20-77. Lot 34 32974 877.0 15.5 110.2 94.0 C 1380 5-20-77 Lot 33 32974 879.5 14.3 111.5 92.0 B 1381 5-20--77 Lot 35 32974 878.0 15.0 114.2 92.0 F 1382 5-20-77 Lot 37 32974 879.5 17.7 95.9 92.0 D 1383 5--20--77 Lot 39 32974 879.0 12.8 112.6 93.0 B 1384 5--20-77 Lot. 38 32974 881.5 14.5 109.8 93.0 C 1385 5-20-77 Lot 40 32974 885.5 13.7 110.9 91.0 B 1386 5-20-77 Lot 41 32974 887.0 11.5 110.7 93.0 A 1387 5-20-77 Lot 42 32974 888.5 18.5 96.8 93.0 D 1388 5-20-77 Lot 45 32974 893.0 13.3 113.6 91.0 F 1389 5--20--77 Lot. 48 32974 893.5 21.7 95.4 92.0 D 1390 5-20-77 Lot 44 32974 894.0 20.0 95.9 92.0 D 1391 5-20-77 Lot 42 32974 891.5 19.5 97.0 93.0 D 1392 5-20-77 Lot 39 32974 885.0 12.8 113.6 91.0 F 1393 5-20-77 Lot 37 32974 879.5 15.4 109.4 93.0 C 1394 5-20-77 Lot 36 32974 881.5 20.8 95.6 92.0 D 1395 5-20-77 Lot 33 32974 885.'0 13.0 114.8 92.0 F 1396 5-20-77 Lot 34 32974 886.5 15.0 108.9 93.0 C 1397 5-20-77 Lot 38 32974 889.5 20.7 95.9 92.0 D 1398 5--20--77 Lot 40 32974 891.5 19.9 96.2 93.0 D 1399 5-20-77 Lot 41 32974 895.5 23.3 94.2 91.0 D S. µ. Nbdall tii s1S 11;i Inu. W-0. 605 TABLE 11 DEPTH OF FILL - TRACT 32974 Lot Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Depth of Fill (Feet) 6Y17 48 65 66 50 36 34 34 42 41 46 51 61 78 WN S. E. Madall & Associates, Inc. COMITY OF LnS ANGELES W.O. G05 DEPAHIMEINT OF GOMHTY ENGINEER BUILDING AND SAFETY- DIVISION SUPERVISED CRAUING INSPECTION CERTIFICATE To be filed in duplicate at the local Building and Safety Office) Sob Address or Tract No. Tr 2 9 7A Locality Diampnd Bar_ Oder __U, :t arfi e d unmes Permit No. HOUGH GRADING CERTIFICATION P 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 geologists 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. 1 through 15 See report dated May 27, 19 7 7 for compaction test data, recommended nallowablesoilbearing vlues and other special recommendations. EXPANSIVE SOILS (YES) (XQ LOT NOS.. 1 through 15 r 7 BUTTRESS FILLS (YES) (XIR) LOT NOS. _1x, Remarks BY SUP ENGINEER No. R.C.F.. 26098Date 5—.._ B) I certify to the satisfactory completion of rough grading including: grading to approximate final elevations; property lines located and staked, cut and fill slopes correctly graded and located in accordance with the. approved design, swales and terraces graded ready for paving; berms Installed; and required drainage slopes provided on thy: building pads. I further certi- fy that where report or reports of an engineering geologist acid/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. go. Date Si FINAL GRADING CERTIFICATT" C) I certify to the All required dr, . systems provi ; surface watF engineerip LOT NOc Rem' ti P U pG rn N Fa C_ i. t r I I / ! 7 t It / i ji l -,' i Jl/ ` 1 i . i ' ! ' iiE j N ' 1 t y 0v € i9 t I '` ' 5' `, =1 `` y ga. -, t- ` .' ` i a J U Q "" l ! f t / t -.I } 0 a;r / 4 O Uw 2 O o i' ! f _ --- w LL ( l - s . W ;,k,y cn r X % ' !J Q Q cn d- Boa y ' _ r . I- t . - -_ _ - -Z - - ' " I. i r5' 1 s V% I > _ n rf s ! 'i 3 , ._ Ate" _ - r. F I i t yt `ice a ` y Irt: 7 i r { I ram; - ` 7 ' 1 ".e. , ,v. eq __ --{ Q Oki `I 1` j - Q j, I, \ , , ` ` Y Y _\ r .. _ _ ,. l O till 1 r > f "1 i. r d. / 1 p/ h :. 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