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Home My WebLink AboutCT 81-16; Vista Santa Fe; Soils Report; 1985-11-08LEIGHTON and ASSOCIATES SOIL ENGINEERING GEOLOGY GEOPHYSICS GROUND WATER HAZARDOUS WASTES November 8, I985 Project No. 4830601-09 - - ..~ - - - .~- -~ ,~ TO: ATTENTION: Mr. Fred Kingdon SUBJECT: Geotechnical Report of Rough Grading for Parcel B West, Units 3, 5, 6, and Portion of 7, Building Pads 158 Through 263, 269 Through 280, A Portion of Tract 8 I - 16, Visto Santa Fe, City of Carlsbad, Colifornia Homes by Polygon 666 Baker Street, Suite 3 17 Costo Mesa, California 92626 In accordance with your request and authorizotion, we have completed the required geotechnical services during rough grading operations of Parcel B-West, Building Pads 158 through 263 and 269 through 280, a portion of Tract 81-16, Vista Santa Fe, Carlsbad, California. This report presents the geotechnicol conditions encountered during rough grading between August 3 I, 1984 and February 6, 1985. The 30-scale grading plans (Plates I through IO), prepared by Rick Engineering and dated October 22, 1984, were used as base maps to present the as-graded geotechnical conditions and approximate locations of field density tests. To facilitate review and communication of the geotechnical conditions encountered during rough grading, cut slope and landslide reference numbers were kept the same as indicated in our Geotechnical Investigation for Phase B, Vista Santa Fe, Portion of Carlsbad Tract El- 16, City of Corlsbad, Colifornia, doted June 28, 1984. Accampanyinq Maps, Illustrations, and Appendices Figure I - Index Map -Page 2 Figure 2 - Typical AsBuilt Cross Section H - H’ - Rear of Text Plates I throbgh 5 - As-Graded Ceotechnical Map - In Pocket Plates 6 through IO - Density Test Location Map - In Pocket Appendix A - References Appendix 6 - Table of Major Cut Slopes and Fill Over Cut (Transition) Slopes Appendix C - Table I - Table of Capped and Transition Lots Appendix D - Summary of Field Density Tests Appendix E - Summary of Laboratory Test Results Appendix F - Slope Maintenance Guidelines for Homeowners 4393 VIEWRIDGE AVENUE, SUITE D, SAN DIEGD, CALIFORNIA 92123 (619) 292-6030 . (600) 2634667 lR”lNE . WESTLAKENENTURA . DlAMOND BAR/WALNUT . SAN eERNARDlNO,Rl”ERSlDE . SAN DlEGO PALM DESERT . SANTA CLARlTA,“ALENC,A -, -, - - - - - .- _~ - - - - - - 4 \ ‘h .,,,, , INDEX MAP OF VISTA SANTE FE CARLSBAD, CALIFORNIA FOR POLYGON CORPORATION EASE MAP: USGS 7.5 Minute Quadrangles, Encinitas and Ranch0 Santa Fe -2- 4830601-09 -- - - - _- - ,- -. - -. - - - _- -~ .~ - - Summary of Grading Operations Rough grading was conducted by Tri-Counties Construction Company from August 31, 1984 through Februory 6; 1985. Soils testing and observations were performed full time during grading. Geologic mopping and inspections were conducted as needed during the rough grading of Phase B-West. A small area in the upper north end of the westernmost canyon in Phase B (Lots 198, 199, 221, 226, 227, and Calle Cozumel) was used OS a fill orea for excess material from Phase A. The conyon bottom, after alluvium and colluvium wos removed, was geologically inspected. A subdrain was placed in bottom and fill was placed during the Phase A grading. Rough grading of Parcel B-West, from a geotechnical standpoint, generally conforms with the approved grading plans prepared by Rick Engineering, dated October 22, 1984. Canyon cleanouts, alluvium-colluvium, and unsuitable material removals have been performed and geologically mapped prior to fill placement. Approximate location of removals and limits of compacted fill are depicted on the As-Graded Geotechnical Mop. Specific grading operations during this phase of rough grading included: Removal of unsuitable alluvium and/or colluvium in canyon areas. The exposed claystone/siItstone and sandstone material was geologically mapped prior to the installation of the subdroinoge and/or fill placement. Alluvium was removed to the ground water table in the main drainage course above the south boundary of the site. The approximate limits of these removals (of fill) are shown on, the As-Graded Geotechnical Map. Placement of subdrainage in canyon areas and buttresses as recommended or as necessitated by field conditions. The approximate locations of these subdrains are shown on the As-Graded Geotechnical Map. Only the subdroin in the westernmost canyon wos surveyed by Rick Engineering. Import of relatively permeable sand-rich backfill for the partial alluvial removal area along the main drainage channel. Approximately 3 to 4 feet of sand-rich backfill was placed in the location OS shown on the As-Graded Geotechnicol Map. Construction of buttresses and stabilization fills for cut slopes which exposed weathered bedrock, collvium, adverse bedding, shear planes or adverse jointing (see Geotechnical Map). Buttress key excavations were geologically mapped prior to the placement of fill. A summary of the major cut slopes are presented in Appendix B. All lots where cut-fill transition affected the building pad were overexcavated and recompacted to a minimum depth of 30 inches below finish grade. A summary of capped and transition lots is presented in Table I, Appendix C. Installation of a sand-filled trench approximately 5 feet wide and 6 feet deep through the middle of the partial alluvium removal area (see As-Graded Geotechnical Map) to facilitate dissipation of pore pressure and accelerate the settlement process. Placement of settlement monuments to monitor settlement of alluvium ond fill for Lots 252 to 261 and 276 to 280 poralleling the main drainage channel. Settlement monuments were placed approximately 8 feet below finish grade on the slope behind Lots 255, 26 I, and 278. -3- - 4830601-09 - . -. -~ - . - - . .- . - -.~ Earth Units Bedrock encountered during earthwork operations was as previously anticipated (Reference I). It consisted of sandstone, siltstone, and claystone of the Delmar Formation, and silty sandstone of the Torrey Sandstone. Locally, the sandstone of the Torrey and Delmar was observed to be moderately cemented. The near-surface siltstone and cloystone wos generally highly weathered and sheared with randomly oriented discontinuous shears. Some silty sandstone of the Torrey Sandstone was encounterd on the northern end of Parcel B-West. During the grading operations, this Torrey Sandstone, being in cut areas, was completely removed ond incorporated into the fill. Topsoil, colluvium, alluvium, or stockpiled fill moterials were found to be OS previously anticipated (Reference I). The topsoil and colluvium were found to consist of dark brown, silty clay. Alluvium found in the major drainage course wos predominantly medium to dark brown, clayey silt to silty clay with occasional lenses of sand. Portions of the alluvium were left in olace. as oreviouslv recommended. beneoth the fill slope paralleling the major drainage course,~ Lots 252 through 259; 26 I, and 275 through 280. Geologic Structure Bedding planes were generally sparse, discontinuous, and poorly developed. However, continuous bedding planes were encountered locally during grading. Ton sondstone ond red-brown shale beds served as morker beds. Bedding was generally oriented N20°W to N20oE, with dips generally less than 20 degrees to the west. These marker beds were often lenses of interfingered siltstone ond sandstone. The overall inclination of the bedding is west/southwesterly. The bedrock is moderately jointed and stained by dark gray to black’ manganese and red-brown iron stain. The predominant joints strike N40 to 70W and N50 to 80E and randomly dip 45 to 90. Geologic mapping of cut slopes and buttress excavations indicates that the shears and rupture surfaces are generally discontinuous and randomly oriented as previously encountered in our borings (Reference I). Faulting and Seismicity No faults were observed within the site during grading or explorotion. The closest active fault, the Coronado Banks fault zone, is located approximately 23 miles southwest of the site. The potential for ground rupture at the site related to on earthquake is considered low. Within the developed area, the potential damage from future earthquakes will be due to earthquake-induced ground shaking originating from an off-site source. Moss Movements The subject property was found to be mantled by numerous landslides OS previously anticipated. An odditional shallow slide was encountered on Lots 212 and 213, ond Avenido Anacapa and removed during the rough grading. The slides are shown on the accompanying As-Graded Geotechnical Mop ond correspond with the numbering system previously utilized in our report (Reference I). Geologic conditions encoun- tered in the vicinity of the previously mapped slide areas ore discussed in Appendix B. - -4- 483060 I -09 - ,.. - - - - - .- The treatment of these queried slide areas included removal of unsuitable moterial prior to placing fill and construction of buttresses for cut slopes in the slides. Shear keys and buttresses were constructed in the vicinity of Slopes 3, 40, 4b, 5, ond 7 in order to provide an adequate factor of safety against deep-seated failure. Shear key and buttress construction of Slopes I and 2 was completed during rough grading of Phase A. The As-Built Buttress details are presented in Appendix B. . Ground Water Ground water was encountered in alluvium within the major drainage course along the southern property boundary. Seepage was encountered in the bottom of the buttress key for Slope4a at the basal contact of the sandstone channel and claystone. Because the key was below any outlet elevation, a subdrain was not installed in the key bottom. However, when on outlet grade was reached, a subdrain was placed to outlet in the storm drain along Avenida Anacapa. Ceotechnical Engineerinq Summary l Site Preparation All unsuitable alluvium and colluvium including topsoil were removed from the tributary canyons. Alluvium in the main drainage course along the south boundary of the site was removed to the ground water table. These cleanouts were geotechnically mapped prior to the installation of subdrains and/or placement of structural fill. The approximate limits of these removals and alluvial materials left in place ore delineated on the As-Graded Geotechnical Map. . Settlement Monitorinq Three settlement monuments were strategically installed on Lots 255, 261, and 278. Monitoring of these monuments is ongoing by Rick Engineering on a monthly basis and settlement data will be reported in the post-grading report. . Subdrains Subdrains were installed in the two north-south trending tributary canyons along the main drainage channel. These drains were installed in accordance with our earthwork specifications (Reference I). A short section of 6-inch solid pipe was extended through fill to outlet at the toe of the fill slope along the southern boundary. Some fill was locally placed in the canyon or key bottoms so that flow could be achieved through the subdrain system. All buttress and replacement fills were provided with subdrain systems. These consisted of a 4-inch or 6-inch perforated pipe in accordance with our recommen- dations. These subdrains were covered with 7 to 9 cubic feet per foot of 3/4-inch gravel at the lowest point in the buttresses that could achieve flow to the toe of the slope. Buttress key subdrains were placed at the back of the key with outlets located at approximately 100-foot intervals. The outlets consisted of solid pipe. Seepage encountered in the bottom of Buttress 4A was subdrained and outletted into the storm drain in Avenida Anacapa. The approximate locations of subdrains are shown on the As-Graded Geotechnical Map. - - -5- - - 483060 I -09 The following table shows the size of each subdrain system. - - . . - - . Field and Laboratory Testing - - Subdrain Location Western Canyon Shear Key Lots 248-250 Eastern Canyon Buttress 3 Buttress 4A Buttress 4A and 48 Buttress 5 Buttress 7 Diameter of Length of Length of Subdrain Pipe Perforated Pipe Solid Pipe (inches) (feet) (feet) 960 150 680 460 250 770 300 290 - 3,860 40 40 1;: 190 450 1:: - 1,070 Cut Slopes Cut slopes, including fill-over-cut slopes, were geotechnically mapped ond evaluated during rough grading. Field mapping encountered highly fractured and broken silty claystone, adversely oriented bedding planes, and numerous polished and sheored surfaces. The specific as-built conditions of these slopes are ~summarized in Appendix B. Fill Placement Areas to receive structural fill were overexcavated of deleterious material, pro- cessed, and moisture conditioned prior to placement of the structural fill. The fills were spread in loose 6- to E-inch lifts, moisture conditioned as needed to attain near- optimum. moisture content, and compacted to a minimum relative compaction of 90 percent of the maximum dry density. Compaction of fill materials was accom- plished with towed sheepsfoot rollers and heavy construction equipment. Benching into firm material or bedrock was done as the fill was placed. Fill slope faces were compacted by backrolling with a sheepsfoot roller at 3- to 4-foot intervals of slope height. Slope finishing was achieved by trimming and/or track rolling. Field density tests and observations were performed throughout the fill area, primarily using sand-cone method (ASTM Dl556-64) and drive cylinder method (ASTM D2937-71). The approximate test locations are shown on the accompanying Density Test Location Map (Plates 6 through IO). The results of the field density tests are summarized in Appendix D. As indicated in Appendix D, areas in which field density tests were less than 90 percent relative compaction or were observed to be nonuniform, were reworked, recompacted, and retested until the minimum 90 percent relative compaction was achieved. Representative soil samples were tested for the maximum density as determined by ASTM Test Method Dl557-78. The maximum density test results are presented in Appendix E. -6- - 483060 I-09 l Expansion Potential Expansion index tests performed on soils near subgrade indicated that the expansion potential of the foundation soils classify as “high” (UBC Table 29C). It is anticipated that foundations and structural slabs will be designed for soils with a high expansion potential in accordance with this report. -. . Cut and Fill Transition The cut portion of all transition lots were undercut 3 feet and replaced with compacted fill from on-site material. Undercuts were made in the pod areas to provide uniform soils beneath the foundations. The transition lots are shown on the Geotechnical Map and summarized in Table I. - -, - -, - - - - .- - - -7- - 483060 I-09 - - .- 7 - - - - - - - - - CONCLUSIONS Summary of Conclusions Geotechnical~ conditions encountered during rough grading were generally as antici- pated. Cleanouts were excavated to bedrock or material suitable to receive fill. All cleanouts were geotechnically mapped prior to fill placement. Corrective measures for landslides directly impacting the subject site were completed in accordance with our observations and recommendations. All building pads covered by this report contain soils classified as having a high expansion potential. Provided that the foundation recommendations presented in this report are followed, the differential settlements in the footings are not expected to exceed I inch. Rough grading of Building Pads 25 I through 255, 257 through 259, 26 I, and 275 through 280 has been completed. However, those building pads which are underlain by partially removed compressible alluvium are subject to long-term settlement and are currently being monitored. Rough grading was performed in substantial compliance with our recommendations and the City of Carlsbad requirements. The site is considered suitable for the intended residential use provided that the recommendations contained in this report are implemented during the fine grading and construction phases. In our professional opinion, geotechnical aspects of the subject area, as shown on the accompanying Geotechnical and Density Test Location Maps, have been evaluated and properly treated during rough grading. -8- - 483060 I -09 RECOMMENDATIONS I. Foundations and Slabs - An allowable soil bearing pressure of 1500 psf may be used for conventional footings having a minimum embedment in approved material of I2 inches below the lowest adjacent grade and a minimum width of I2 inches. The bearing value may be increased by 500 psf for each additional foot of embedment in approved material and be 200 psf for each additional foot of width to a maximum of 3000 psf. - l Expansive Soils - It is anticipated that the soils occurring at finish grade will predominantly have a high expansive potential. Recommendations for highly expansive soils are presented below. - - - - - - -. a. Foundations: Exterior footings for one- and two-story buildings should be continuous and founded 24 inches below exterior grade. Interior footings should be continuous ond may be founded I2 inches below slab subgrade for one-story and I8 inches below slab subgrade for two-story buildings. Rein- forcement in exterior and interior footings should consist of two No. 5 bars, placed one at the top and one at the bottom (or four No. 4 bars, two at the top and two at the bottom may be utilized.) Dowels consisting of No. 3 reinforcing bars should be placed at 36 inches on cenfers in the footings and bent 3 feet into the slab. A 24-inch deep grade beam should be poured across the garage door openings and reinforced as for footings. b. Slabs: Living area slabs should be a full 4 inches thick, reinforced with 6X6- 6/6welded wire mesh located mid-height. Living areo slobs should be underlain by 4 inches of rounded gravel or clean sand and a 6-mil Visqueen moisture barrier, plus an additional I inch of sand between the slab ond Visqueen. c. Presoaking Beneath Slabs: Living area and garage slab subgrade soils should be soaked to at least 5 percent above the optimum moisture content to a depth of 24 inches below slab subgrade prior to placement of concrete. The moisture penetration should be tested by the soils engineer. l Post-Tensioned Slabs As an alternative to conventional foundations and stabs, post-tensioned slabs, as designed by the structural engineer, may be used. Living area slabs should be underlain by a 6-mil Visqueen moisture barrier covered by a I -inch layer of sand. In addition, presoaking, as recommended for conventional foundations, is olso recommended for post-tensioned slab systems. - -9- - 483060 I -09 - 2. Retaining Structures - Earth-retaining structures should be designed to resist lateral earth pressure imposed by the retained soils and any surcharged loads. Lateral movement of structures may be assumed ~resisted by friction between the structure an the soil and/or by passive resistance of soil. The coefficient of friction between the soil and concrete may be assumed to 0.35. .- For specific soil types, earth pressures and resistances to lateral movements are affected by: (a) the steepness of retained or resisting ground surface, and (b) free- dom of the retaining structure to rotate. Earth retained by a wall that allows slight rotation of the wall is an active condition. For basement walls or retaining walls which are restrained, the at-rest condition should be assumed. Because the on-site soils are generally highly expansive, they are not considered suitable for wall backfill. The retaining woll backfill should consist of nonexpansive soils. If granular soil with SE (Sand Equivalent) equal to or greater than 30 is used as wall backfill, the following design lateral earth pressures may be utilized: - -~ - .- - Steepness of Retained Equivalent Fluid Weiqht (Pounds Per Cubic Foot)** or Resistinq Ground Level Active At-Rest Passive 2.0: I .o+ 45 300 1.5:l.o” 60 ;z I50 * Slope in horizontal to vertical units, sloping up from the top of the wall for active and at-rest conditions and sloping down from the base of the wall for passive conditions. ** Active and at-rest pressures for granular backfill; passive pressures for native soils. The back cut for walls less than 6 feet in height can be made near-vertical from the heel of the wall; for walls greater than 6 feet but less than I5 feet in height, the back cut should be flattened to a gradient not steeper than l/2:1 (horizontal to vertical). For the back cut in excess of I5 feet in height, specific recommendations should be requested from the geotechnical consultant. The wall should be backfilled with granular material. Backfill should be brought up to a height of about 2 feet below the top of the wall and copped with compacted fill consisting of native soils. The top of the granular fill should extend horizontally to a minimum distance equal to one-half the wall height behind the wall. The wall should be constructed and backfilled as soon after the back cut excavation as practicable. Prolonged exposure of back cut slopes may result in some localized slope instability. Adequate subsurface drainage behind the wall should be provided to minimize the potential for the build up of pore water pressure. A 4-inch perforated drain pipe (PVC, Schedule 40 or ABS, SDR 35) should be placed at the bottom of the granular backfill to discharge the water into a positive drainage device. - - -lO- 483060 I -09 - 3. 4. -~ 5. - - 6. - 7. Cement Type The results of water soluble sulfate tests performed on soil samples obtained from Parcel A indicate that the water soluble sulfate contents are less than 0.2 percent. Therefore, Type II cement may be used. We recommend that soluble sulfate content tests continue to be randomly performed on near-surface soils at finish grade prior to pouring concrete. Surface Drainage Surface drainage should be controlled at all times. Residential structures should hove eave drains and roof gutters to collect roof runoff. Positive surface drainage should be provided to direct surface water away from the structures, towards the street or suitable drainage facilities. Positive drainage is defined as a minimum of 2 percent away from structures. Where planters are located adjacent to structures, a minimum positive drainage of 2 percent over a distance of 5 feet is recommended. Ponding of water should be avoided adjacent to the structures. Area drains should be provided in areas of decking and lawns. Positive drainage away from the slopes must be maintained at all times. The need for drainage devices on the slopes is within the purview of the design civil engineer. Settlement Monuments Scheduled surveying of the previously recommended settlement monuments should be continued. Building permits for Building Pads 251 through 255, 257 through 259, and 257 through 280 should not be issued until determination by the soils engineer has concluded that settlement has essentially been completed. Utility Trenches Excavation of utility trenches should be performed in accordance with the project plans and specifications. The backfill should be compacted to a minimum of 90 percent of the soils maximum density, in accordance with Test Method ASTM D 1557-78. As an alternative to mechanical compaction of the native soils, trenches may be backfilled with granular backfill (sand equivalent 30 or better) which lend themselves to densification by jetting. Subdrain Outlets The subdrains, back drains, and outlets constructed during rough grading are identified, on the As-Graded Geotechnical Maps. Where outlets are not tied into the storm drains, they should be cleared of soil cover or other potential blockage which may have occurred since initial subdroin construction. It is recommended that the Homeowners Association maintain these outlets, as well as retaining wall drainage outlets, to prevent future blockage for those drains in common areas. Individual homeowners should maintain outlets on their respective properties. - - .- -II - - 483060 I -09 - 8. Street Subgrade Prior to placing the aggregate base, the subgrade soils should be compacted to a minimum of 90 percent relative compaction. The base material should be compacted to a minimum of 95 percent maximum density, as determined in the laboratory in accordance with ASTM 01557-78 test method. 9. Exterior Improvements . - - -~ - . Concrete Walkways and Patio Slabs Concrete Driveway To reduce the extent of unsightly cracking, the concrete driveway should be 4 inches thick, reinforced with 6X6-6/6 welded wire mesh placed at midheight of the slab and provided with construction or weakened plane joints every IO feet or less. The slabs should be underlain by 4 inches of crushed rock, gravel, or clean sand. We recommend that the subgrade soils be soaked to at least 5 percent over the optimum moisture content to a depth of 24 inches. Due to the expansive nature of the prevailing soils, concrete flatworks (walks, patio slabs) will hove the potential for cracking. To reduce the potential for excessive cracking, concrete walkways and patio slabs should be provided with construction or weakened plane joints at frequent intervals (e.g. every 6 feet or less). To minimize differential movement between slab sections, it is recom- mended that the subgrade soils be presoaked too depth of I2 inches minimum prior to placement of concrete. Alternatively, differential heave could be controlled by dowels or continuous reinforcement. Fence/Garden Walls Garden wall footings should be founded I2 inches minimum below the lowest adjacent grade. Due to the expansive nature of the prevailing soils, where walls are constructed close to the top of slope, some tilt of the wall should be anticipated. To reduce the potential for unsightly cracks, we recommend inclusion of construction joints at 6-foot intervals. Swimminq Pools and Jacuzzis While expansive soils-related cracking of walkways, patio slabs, and garden walls may only be cosmetic in nature and thus tolerable, such cracking in pools and jacuzzis cannot be tolerated. Homeowners should be advised of the expansive nature of the prevailing soils so that if they plan to construct pools or spas, they should have them designed with appropriate input from the geotechnical con- sultant. IO. Oversteepening of Existing Slopes Oversteepening of exisiting slopes should be avoided during fine grading and house - construction unless supported by a retaining structure and the soil design parameters approved by the geotechnical consultant. - - 12 - 483060 I -09 I I. Slope Landscaping and Maintenance l Proper slope landscaping and maintenance is important to maintain slope in- tegrity. For slopes not directly maintained by a homeowners association, the homeowner should be reminded of the responsibilities of a being o hillside resident. A qualified landscape architect should be consulted for specific recommendations. - - l All slopes should be planted with ground cover and deep-rooted, native-type shrubs or trees as soon as possible. Shallow-rooted ground cover provides protection against surface erosion. Deep-rooted shrubs and trees provide pro- tection against surficial slumping. - 12. Construction Construction observation and testing should be performed by the geotechnical con- - sultant at the following stages: l During retaining wall excavations. l During placement of backfill for utility trenches and retaining walls. - l During footing excavations and prior to pouring of slabs. l After presoaking of subgrade and prior to pouring of slabs. l When any unusual soil conditions are encountered during any construction subse- - quent to this report. If you have any questions regarding our report, please do not hesitate to contact this office. We appreciate this opportunity to be of service. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. &E? Project Eniineer RJWlDCflam Distribution: (3) Addressee (2) Rick Engineering Attention: Mr. Doug Helming (I) Homes by Polygon Attention: Mr. Bill Diehl (I) Bowlus and Associates Attention: Mr. Bob Baker (3) City of Carlsbad - - l3- LE,GHTON and ASSOCIATES ,NCORPORATED APPENDIX A - 4830601-09 APPENDIX A REFERENCES - I. Leighton and Associates, Inc., 1984, Geotechnical investigation for Phase B, Vista Santa Fe portion of Carlsbad Tract 81-16, City of Carlsbad, California, dated June 28, Project No. 4830601-07. 2. , 1984, Geotechnical report of rough grading for Parcel A, Units I-2, and 4 Building Pads I through IO and 123 through 131, o portion of Tract 81-16, Vista Santa Fe, City of Corlsbad, California, Volume II, dated August 23, Project No. 4830601-05. 3. f 1983, Grading plan review ond supplemental geotechnical investigation for Phase A, Vista Santa Fe and Commercial Area SE-17, Vista Santa Fe, portions of Corlsbad Tract 81-16, City of Carlsbad, Colifornia, doted October 5, Project No. 4830601-02. 4. , 1984, Preliminary geotechnical recommendations for partial rough grading - of Area “B”, Canyon “I” (vicinity of Lots 175 through 190, 201, 203, 231 through 244, 245), Vista Santa Fe, Carlsbad, California, dated May 25, Project No. 4830601-05. 5. Shephardson Engineering Associates, Inc., I98 I, Report of geotechnical investigation (Phase I), La Costa Areas SE-18 thru SE-2 I, prepared for the Meister - Company, Jab No. S.E.A. 110175, dated April 21. 6. , 1983, Report of geotechnical investigation, Phase II, proposed Vista Santa Fe subdivision, Carlsbad, California, prepared for Rick Engineering, Job _. No. S.E.A. I 10175, dated June 8. 7. Wilson, Kenneth Lee, 1972, Eocene and related geology of a portion of the San Luis Rey and Encinitas quadrangles, San Diego County, California: Master’s Thesis, University of California, Riverside, dated December. - Year 7-13-60 - I O-9-70 AERIAL PHOTOGRAPHS Flight Photo No. T-Z-SAC l-70,71 S.D. Co. 5-21, 22 Approx. Scale I ‘I= I ,000’ 1”=2,000’ Agency San Diego County S;;oFr;go County -~ - A - i APPENDIX B I I I Slope Reference Number Phase B I I I I I I / I I I I I APPENDIX B Table of Major Cut Slopes and Fill-Over-Cut Transition Slopes Location Slope Aspect Between Lots 56-59 Southeast to 14’ to 23’: (2: It and 230-236 South facing Fill-over-cut Between Lots 7 I -75 Northwest 17’ to 19’: (2:l) and 169-170 facing Fill-over-cut Between Lots 172-178 Southerly and 186-191 facing (Generally Slopes 10’: or more in height) Height in Feet and Slope Angle 18 to 26’+ (2:l) Fill-over-cut above Lots 188-191 Geologic Findings , ! I Delmar Formation; locally highly sheared siltstone and claystone neutral to out- of-slope bedding. Delmar Formation; highly sheared si I tstone and cloystone. Delmar Formation; highly sheared siltstone and claystone, neutral to out-of-slope bedding. As-Built Geotechnical Condition Slope was buttressed in accordance with our recommendations during Phase A2 rough grading; key width 15’; key depth 7 - 30’ at elevation 134’. Slope was buttressed during Phase A2 rough grading, key width 20’, key depth 5’ below finish grade on low pad, subdrain provided. Buttressed; key width 20’, key depth 5’ below low pad elevation. Subdroin provided. I I I I I I I I Slope Reference Number Location 40 Between Lots 198-204 Southerly and 213-217, 220,221 facing 4b Between Lots 204-206 183-184, and 207-213 merges with slope 4a at Lots 2 I3 and 204 5 Along Calle Barce- lona and Via San Clemente above, Lots 158, I61 to 167. 7 Between Lots 179-180 3 I3and 263, 179, 300 Slope Aspect Southerly facing South to Southwest facing Southeast I I I I I Height in Feet and Slope Angle 22 to 28’: !2: I’ fill-over-cut above Lots 220-22 I 26-33’: (2: I) Local fill-over- cut at Lots 185, 205-208 and above 207, O-I 1’: (2:l) Variable slope at Lot 161 27’t (2: I) Fill-over-cut above Lot 263 I I I ! Geologic Findings Delmar Formation; highly sheared siltstone and claystone; clay seam at elevation 137 to l40’, dipping out-of-slope. Delmar Formation; highly Buttressed; sheared and fractured key width 30’, siltstone and claystone, key depth at elevation clay seam at elevation l47’, 6 to 7’ below 153-l 54’, dipping out the clay seam. of slope. Subdrain provided. Delmar Formation; highly sheared and fractured siltstone and claystone. Buttressed; key width 20’, key depth 5’. Subdrain provided. Delmor Formation; locally highly sheared and fractured siltstone and claystone, clay seam at elevation 162-l67’, dipping out of slope. As-Built Geotechnical Condition Buttressed; key width IS to 18’; key depth 26-27’ to elevation 134-137’; key depth was deepened during rough grading because seam was not breached at the recom- mended key depth of 20’. Due towater seepage at the base of the sandstone, a sub- drain was placed such that it could drain into the storm drain on Avenida Anacopa. In addition, a subdrain was provided above the toe of slope. Buttressed key width l8-25’, key depth 30’ and 5 to 7’ below clay seam. Subdrain provided. APPENDIX C APPENDIX C Table I Table of Capped and Transition Lots -~ - - - - - .- - - - - .- Lot # 170 175 thru 178 180-181 182 thru 184 I85 190 I91 thru 193 200 thru 206 207 thru 217 218-219 220 221 233 thru 235 247 thru 250 Date Capped 01-10-85 I I-15-84 01-10-85 12-06-84 12-03-84 01-15-8s I o-08-84 12-03-84 I l-20-84 I I-20-84 I I-20-84 I I-20-84 10-16-84 I I-15-84 Reason for Cappinq Transition Buttress Backcut Buttress Backcut and Transition Buttress Backcut and Transition Buttress Backcut Transition Transition Buttress Backcut Buttress Frontcut Transition made during grading operation by undercut Buttress Frontcui Transition Transition Transition APPENDIX D 5UWRY OF FIELD ENSITY TESTS PAGE 1 PRQlECTNlWR: 48306Ol-OJ FWECT NM : PUYGON, PHASE 8 - -~ - .- - TEST TEST TEST iEST LOCATION SOIL ELEVOR NJ OATE OF l-m WlH FW OlA- 06/11/84 ff LOT 204 N65U E605 8 146.0 YE F.D. TEST LOCATIW MP 02/i- @Xl/d4 CF LOT 204 N640 E625 8 14d.0 SE F.D. TEST LOCATION MAP 03~’ 06/11/&l CF LOT 203 N585 E590 9 160.0 SEE F.D. TEST LOCATICN MAP 04A- 06/U/84 CF LOT 204 Ml0 E635 9 152.0 SEE F.D. TEST LOCATION MAP OM- C6111184 CF LOT 204 Iti50 E670 4 160.0 SE F.O. TEST LOCATION MAP 06A' 06/11/84 ff LOT 204 Mi60 E655 9 155.0 SE F.D. TEST LOCATICN MAP 07A' M/11/84 ff LOT 204 N625 E635 9 157.0 YE F.D. TEST LDCATIOY MAP O&4- 06/11/M CF LOT 204 N705 E645 9 159.0 5EE F.D. TEST LOCATION MAP 09A- 06/U/84 W LOT 204 N640 E695 9 159.0 SE F.D. TEST LOCATION MAP 10A’ 06/11/84 CF LOT 204 N615 E605 8 162.0 5E F.D. TEST LOCATIW WP 11A" 06/12/&l CF LOT 205 N695 E600 6 162.0 SEE F.D. TEST LOCATICN W' 1w- cK/l2/84 13A- 06/13/&l 14A- 06/13/M 15A- wl3/84 16A^ 06/13/84 17A- &S/13/84 18A- cwl3/84 19A- C6/13/84 2OA' 06/13/M CF CF CF ff CF c.F CF lx ff LOT 204 I4590 E670 8 SEE F.D. TEST LOCATI(N MP LOT 205 WI5 E660 SEE F.D. TEST LOCATW t4W6 LOT 204 M35 E610 8 SEE F.O. TEST LOCATKN MW LOT 204 N630 E670 SEE F.D. TEST LOCATICN WP8 LOT 204 N595 E640 SEE F.D. TEST UKdTI~ MP6 STREET EAST OFLOT 6 SEE F.O. TEST LOCATIW MW STKET MT OF LOT 204 - SEE F.D. TEST LOCATICN MAP' LOT 204 It&l E655 9 SEE F.D. TEST LOCATICN MW LOT 204 N6& E650 SEE F.D. TEST LOCATION NW2 164.0 162.0 164.0 166.0 168.0 168.0 170.0 173.0 172.0 001’ OU31/#i ff LOT 192 N595 E555 5 181.0 SEE F.D. TEST LOCATICN MAP 002' 09/31/84 CF LOT 198 N515 EM0 6 177.0 SE F.D. TEST LOCATION NW 003' 08/31/&l CF LOT 198 N475 E570 5 177.0 SEE F.O. TEST LKATICtd W 004' @3/31/s CF LOT 197 N480 E440 5 180.0 SEE F.D. TEST LDCATIaV HAP ORY IINs KCSUE(%j FfLATIVE REMWS FIELD MAX FIELD CPT UW'ACTION 104.9 115.0 12.0 12.0 103.4 115.0 17.7 12.0 107.8 116.0 17.2 13.5 108.7 116.0 17.9 13.5 102.6 115.5 16.8 14.0 106.4 116.0 Xi.6 13.5 106.7 116.0 21.0 l3.5 106.8 116.0 18.4 13.5 107.8 116.0 18.5 13.5 105.5 115.0 17.0 12.0 97.6 113.0 23.8 17.0 102.4 115.0 22.5 12.0 103.5 113.0 20.2 17.0 103.3 115.0 20.0 12.0 103.3 115.0 20.4 12.0 100.8 113.0 21.1 17.0 102.1 113.0 23.2 17.0 104.4 113.0 16.0 17.0 106.0 116.0 17.8 13.5 113.8 119.5 12.5 11.0 99.9 111.1) 13.5 15.5 99.0 113.0 15.9 17.0 102.1 111.0 12.6 15.5 103.9 111.0 18.7 15.5 (%I 91. 90. 93. 94. 90. 92. 92. 92. 93. 92. 86. 89. 92. 90. 90. 89. 90. 92. 91. 95. 90. 88. 92. 94. W'ESTEO ON TESTNOly\ WESTED ON TEST NU 14A REIW OF TEsTNDllA &TEST OF TERtU12A t-ElEsTEo ON TEST M 17A RETESTOF TESTM16A msTEcl ON TESTNO 3 RETEST OF TESTNO 2 -. -. _, .- _- - - _- - _- -- - - .- -- -~ - SOtWRY OF FIELD DENSITY TESTS PAGE 2 PRUJECTNJMBER: 48$X01-09 F'RWCTNAK:poLYGoN,PtKEB TEST TEST TEST TEST LOCATION SOIL ta DATE OF TnE 005' 08/31/84 ff LOT 199 N490 E615 6 SE F.D. TEST LOUTIM MW 006' 09/M/84 CF LOT227 N425 E495 SE F.D. TEST LOCATIQJ tW3 007' 09/04/M CF LOT 198 N435 E540 SEE F.D. TEST LOCATICtd MP3 008'09/04/84 CF LOT225N3OOE380 6 SEE F.D. TEST LOCATICN W 009- WO4/84 ff LOT 225 N270 E395 5 SEE F.D. TEST LOCATICYd MAP OlO- 10/01/84 ff LOT IYB N445 E560 SEE F.D. TEST LOCATIM W'P5 011. 10/01/84 CF LOT 227 N435 E480 SEE F.D. TEST LOCATICN WPg 012. 10/01/84 CF LOT 198 N470 E545 4 SE F.D. TEST LOCATKN MP 013- 10/01/84 CF LOT 222 NC!00 E435 4 SEE F.D. TEST LOCATICN WP 014. 10/01/84 CF LOT 229 N450 E29D SE F.D. TEST LOCATILN MP6 015’ 10/02/U CF’ LOT 228 N480 E320 SEE F.D. TEST LOCATION IW" 016' 10/02/B4 C.F LOT 221 Id330 E460 SEE F.D. TEST LOCATION MAP6 017. 10/02/M CF LOT 221 NJ10 E475 SEE F.D. TEST LOCATICN W2 OlB- 10/02/84 CF LOT 225 N310 E420 6 SEE F.D. TEST LOCATION WP Oi9- 10/02/&l CF LOT 224 NW E345 6 SEE F.D. TEST LOcATI@d MAP OM- 10/02/84 ff LOT 227 N425 E375 SEE F.D. TEST LOCATI(N do 021" 10/02/&l CF LOT 226 N340 E360 SEE F.D. TEST LOCATICN do 022’ 10/03/B4 CF LOT224 N200 E3BO SEE F.D. TEST LOCATILY MAP5 023- 10/03/84 ff LOT 226 N380 E4C0 SEE F.D. TEST LOCATION HAP3 024- 10/03/&l ff LOT 227 N395 E460 SEE F.D. TEST LOCATION tW4 025- 10/03/B4 IZF LOT 225 N265 E350 SEE F.D. TEST LOCATION IUP5 026' 10/03/84 CF LOT 221 M335 E480 SEE F.D. TEST LOCATI(Iy MP6 027- 10/03/84 CF LOT 227 N43U E420 SEE F.D. TEST LOCATION MP4 028’ 10/M/84 ff LOT 225 N305 E395 SEE F.O. TEST LOCATICN MAP3 ELEV OR EPTH WV 179.0 101.8 X3.0 17.8 17.0 178.0 97.1 113.0 15.3 11.5 178.0 98.8 113.0 17.0 11.5 118.0 108.5 113.0 17.6 17.0 125.0 101.9 111.0 18.6 15.5 181.0 97.4 111.0 24.2 15.5 178.0 112.1 116.0 18.3 13.5 181 .o 106.7 115.5 18.B 14.0 131.0 107.4 115.5 17.6 14.0 153.0 103.7 113.0 25.0 17.0 153.0 102.0 113.0 a.1 17.0 133.0 98.8 113.0 20.6 17.0 133.0 112.9 119.5 19.8 11.0 135 .o 104.3 113.0 17.2 17.0 132.0 107.4 113.0 lB.3 17.0 139.0 112.6 119.0 18.7 12.0 l37.0 111.0 119.0 19.8 12.0 136.0 101.5 111.0 19.0 15.5 141 .o 109.5 113.0 15.3 Il.5 144.0 108.8 115.5 15.1 14.0 143.0 107.2 111.0 17.0 15.5 146 .o 108.2 113.0 17.1 17.0 154 .o 107.2 115.5 14.0 14.0 145 .o 106.6 113.0 18.0 11.5 DRY oEw(pcF) f’LUSTUfE(%) WATIVE WIRKS FIELO MAX FIELD OPT OWACTION (9 90. 86. 87. 96. 92. 88. 97. 92. 93. 92. 90. 87. 94. 92. 95. 95. 93. 91. 57. 94. 97. 96. 93. 94. PirESTED ON TESTNO 7 ETEsTEDoN TEST NO 11 RETESTEDON TESTNO 12 WEST OF TESTNO 7 RETESTOF lKrN0 10 RETESTED ON TESTNO 17 RETEST OF TEST NO 16 - WWRY OF FIE!J UENS1l-Y TESTS PAGE 3 .-. . . ..- - - - - - - - - - .- - .- -. PROJECT NIMR : 4830601~09 F%UJECTNM:poLYGoN,PHMB TEST TEST TEST TEST LOCATION SOIL NI DATE OF TYPE 029- 10/04/84 CF LOT 226 N365 E340 4 SEE F.D. TEST LOCATION MP 030- 10/04/84 CF LOT 221 N3BO E510 SEE F.D. TEST LOCATICN MAP5 031- 10/04/84 CF LOT 226 N395 E435 SEE F.D. TEST LOCATICN MP4 032' 10/04/84 CF LOT 227 N420 E470 4 SEE F.D. TEST LOCATI(w WV KG- lOB4/84 '2 SLOPE LOT 243 N-15 E355 9 SEE F.D. TEST LOCATION MAP 034- 10/05/84 '2 MACAJ'A L.244 tG!O E395 5 SEE F.D. TEST LOCATICN MP 035. 10/05/84 CF LOT 243 NlOi E37i SEE F.D. TEST LOCATW MAP’ 036- 10/05/84 CF LOT 242 N45 E305 3 SEE F.D. TEST LOCATICN MAP 037. 10/05/84 CF SLOPE LOT 243 N-45 E395 5 SEE F.D. TEST LOCATW MAP 038- 10/05/&l ff LOT 244 N20 E440 5 039- 10/05/84 CF 040’ 10/05/&J CF 041’ lo/w84 CF 042- 10/08/84 CF 043” 10/w/84 cf 044. 10/08/84 ff 045- IO/W84 CF 046- 10/08/84 CF 047- 10/@3/84 CF 048- 10/09/84 CF 049’ 10/09/84 CF 050 10/09/84 w 051- lo/l-w84 CF SEE F.D. TEST LOCATIUi MAP SLOE LOT 244 N-5 E4OU 5 SEE F.D. TEST LOCATICtd MP LOT 230 N390 p2BO 2 SEE F.D. TEST LOCATION MAP LOT 224 5N200 5E4D5 5 SEE F.D. TER WCATIW MAP LOT 243 5N70 5E360 6 SEE F.D. TEST LOCATION MAP LOT 244 5N15 5E4M) SEE F.D. TEST LOCATKN MAP6 LOT 244 5N90 5E395 5 SEE F.D. TEST LOCATKN MAP MAWA 5N145 5E350 SE F.D. TEST LOCATION W6 LOT 244 5N75 5E435 SE F.D. TEST LOCATION MAP5 LOT 243 595 5E370 SEE F.D. TEST LOCATION MAP3 LOT 243 5tt50 5E38l SEE F.O. TER LOCATION MAP3 LOT 243 5N60 5E340 SEE F.D.TESTUXATIW'P3 LOT 243 5ti95 5E345 SEE F.D. TEST LOCATION MP3 bNACMA5Nl30 5E370 SEE F.D. TEST UCATION MP3 052- 10/09/84 ff LOT 242 5S50 5E320 SEE F.D. TEST LOCATICN NW3 ELEVOR CEPTH Fw 160.0 153.0 154.0 156 .O 114.0 119.0 120.0 123.0 125 .O 126.0 125.0 160.0 145 .O 129 .o 127.5 131.0 135 .O 131.5 132.0 Cd.0 134.0 135 .o 135.0 133.0 CRY ENs(FG) MoiSTuE(%) faATIVE RNRKS FIELO MAX FIELD OPT DlbF’ACTICti (%) 106.4 115.5 15.6 14.0 92. 107.1 111.0 18.7 15.5 96. 108.2 115.5 18.0 14.0 94. 107.5 115.5 17.0 14.0 93. 110.4 116.0 18.0 13.5 95. 100.6 111.0 18.2 15.5 91. 111.7 117.5 14.1 12.0 95. 104.9 113.0 15.3 11.5 93. 96.6 111.0 21.2 15.5 87. 101.6 111.0 22.0 15.5 92. 100.2 111.0 20.5 15.5 90. 112.1 119.5 15.9 11.0 94. 101.5 111.0 18.3 15.5 91. 103.7 113.0 17.6 17.0 92. 102.0 113.0 19.0 17.0 90. 103.0 111.0 17.0 15.5 93. 103.2 113.0 17.6 17.0 91. 105.1 111.0 14.9 15.5 95. 105.3 113.0 16.3 11.5 93. 108.6 113.0 14.9 11.5 96. 105.3 113.0 17.6 11.5 93. 106.4 113.0 14.9 11.5 94. 108.8 113.0 13.6 11.5 96. 109.1 113.0 19.0 11.5 97. RETESTED ON TESTNO 38 WEST OF TEsrta 37 - YJIWRY OF FIELD DENSITY TESTS PAGE 4 - - -~ -. -~ - _- - - - - .- - PKUECTNJKIER: 4830601-09 PR&JECTNJK:~LYG~N,P~~ASEB TEST TEST TEST TEST LCCATIOW SOIL No DATE OF TYPE 053. 10/09/M ff LOT 242 5NlO 5E310 SEE F.D. TEST LOCATION MP" 054. 10/09/84 CF LOT 243 5N?5 5E340 3 SEE F.D. TEST LOCATIQY MAP 055. 10/10/84 ff LOT 243 5N25 5E375 SEE F.D. TEST LOCATION MAP' 056’ lo/lo/84 CF LOT 242 5540 5E335 SEE F.D. TEST LOCATICN NAP5 057’ 10/10/84 CF LOT 241 5N30 %295 SCE F.D. TEST LOCATICN MAP' 058- 10/10/84 ff LOT 241 5S35 5E225 9 SEE F.D. TEST LOCATICN MAP 059. lo/lo/84 CF LOT 242 5S20 5Z270 SEE F.D. TEST LOCATIDN HAP’ 060 lo/lo/84 CF LOT 244 5N50 5E415 9 SE F.D. TEST LOCATION MAP 061- 10/10/84 CF LOT 243 5N45 5E355 SE F.D. TEST LOCATION NW9 062- 10/10/84 CF ANACAPA 5N140 5E395 9 SEE F.D. TEST LOCATICti MAP 063- 10/U/84 CF LOT 240 5S20 5E200 S&E F.D. TEST LOCATICN NW9 064- 10/11/84 CF LOT 242 5NX 5E270 SEE F.O. TEST LOCATI(N MAP9 065’ 10/U/84 CF ANA&APA 5N125 5E335 SEE F.D. TEST LOCATICN t4’P5 066- 10/11/84 CF WCAPA 5N140 5E365 9 SEE F.D. TEST LOCATIOJ MAP 067’ 10/11/84 CF LOT 240 5NlO 5E165 SEE F.D. TEST LOCATION WPg 068- lO/ll/B4 CF LOT 241 5N15 5E230 9 SE F.D. TEST LOCATION HAP 059- IO/M34 CF LOT 242 5N70 5E265 SEE F.D. TEST LOCATION IUP9 070’ 10/11/84 CF LOT 244 5N75 5E400 SEE F.O. TEST LOCATICN MAP5 071- 10/12/84 CF ANAW'A SEEF.D.TESTIXATI(NWg 5N125 5t420 072. 10/U/84 CF WA 5N14U 5E34D SEE F.D. TEST LOCATION MPP5 073’ 10/12/84 CF LOT 240 520 5170 SEE F.D. TER LOCATICN IUP9 074’ 10/12&l CF LOT 239 5SlO 5E125 SEE F.D. TEST LOCATI(E( MAP9 075" 10/12/84 CF LOT 241 5N25 5E215 %EF.D.TESTUXATICNMWg 076’ 10/U/84 CF LOT 243 5N55 5E365 SEE F.D. TEST LOCATION Wg ELEVN EPTH VW 134.0 134.0 135 .o 136.0 138.0 137 .o 139.0 139.0 140.0 141 .o 140.0 142.0 145 .o 144.0 143.0 142.0 142.0 143 .o 147.0 147 .o 146.0 147 .o 145 .o 146 .o DRY CENS(pcF) MDISTWf(%) KLATIVE EHRKS FIELD WiX FIELD CPT COWACTIffl (9 109.8 X3.0 14.9 11.5 109.5 113.0 16.3 11.5 114.5 116.0 17.6 13.5 110.1 111.0 18.3 15.5 104.8 116.0 19.0 13.5 107.4 116.0 18.3 13.5 105.1 116.0 22.7 13.5 110.4 116.0 17.6 13.5 107.6 116.0 18.3 U.5 111.4 116.0 19.0 13.5 MB.8 116.0 19.8 13.5 115.4 116.0 19.0 13.5 106.2 111.0 18.3 15.5 106.6 116.0 19.8 Pa.5 112.7 116.0 17.6 13.5 109.6 116.0 18.3 13.5 108.4 116.0 19.0 13.5 105.7 111.0 17.6 15.5 116.4 116.0 17.6 13.5 107.0 111.0 19.0 15.5 115.1 116.0 15.6 U.5 111.1 116.0 17.6 13.5 111.2 116.0 19.0 13.5 109.3 116.0 17.6 13.5 97. 97. 99. 99. 90. 93. 91. 95. 93. 96. 94. 99. 96. 92. 97. 94. Y3. 95. 100. 96. 99. 96. 96. 94. _. .-~ -. -- - -~ - -. -. -~ -~ -. -~ - -~ SlJlHUY OF FIELD CENSITY TESTS PAGE 5 PKUECTNJWR: 4830601-09 FWJECTNM:RILyGoN,PHA5EB TEST TEST TEST TEST LOC’iTICN SOIL NJ DATE OF TYPE 077’ 10/U/84 ff LOT 242 5N59 5E275 SEE F.D. TEST LOCATION MP9 078’ 10/12/84 CF LOT 238 5S25 6E45 SEE F.D. TEST LOCATION MP9 079. 10/12/84 CF LOT 245 6N75 6460 SEE F.D. TEST LOCATION Wg 080' IO/W84 CF LOT 244 6N45 E&430 SE F.D. TEST LOCATIM Wg 081- 10/15/84 CF LOT 224 5NZ30 5E400 SEE F.D. TEST LOCATICN MP5 082- 10/15/84 CF LOT 225 5N2B0 5E36D SEE F.D. TEST LOCATICN 14WB 083- 10/15/84 ff LDT 226 5N340 5E380 SE F.D. TEST LOCATICN HP6 084- 10/15/84 ff LGT 225 5N265 5085 S&E F.D. TEST LDCATIW MAP2 085. 10/15/84 CF LOT 226 5N355 5E420 SEE F.D. TEST LOCATICN tW2 086’ 10/15/&l ff LOT 224 5N205 5E365 SEE F.O. TEST LOCATIW NW” 087- 10/15/84 CF LOT 224 5N205 5085 SE F.D. TEST LOCATICN MP2 088' 10/16/84 ff LOT 226 5N33D 5E415 SEE F.D. TEST LDCATION KW5 OBY- 10/16/84 CF LOT 226 5N360 5E390 5 SEE F.D. TEST INATION HAP OYO- 10/16/M CF LOT 225 5N290 5E345 SEE F.D. TEST LK4TIoN MAP5 091. 10/16/84 CF LOT 225 5N260 5040 SEE F.D. TEST IDCATKN MAP5 092- 10/16/&l CF LOT 2i26 5N390 5E375 SEEF.D.TESTLDCATI~WP4 093- 10/16/t-M ff LOT 224 5N225 5E35D 4 SEE F-0. TEST LOCATION tW’ 094- 10/18/84 CF LOT 238 6S35 &65 SEE F.D. TEST LOCATION HW6 0%. 10/18/84 CF LOT 239 6N2U 6E120 SEE F.D. TEST LOCATION W6 O%- 10/18/84 CF LOT 268 7K!80 7E1380 SE F.D. TEST UCATION NW6 097’ 10/18/84 CF LOT 240 6N5D Ml55 SEE F.D. TEST LOCATION t4W4 098" 10/18/B4 CF LOT 239 6S30 6E130 SEE F.D. TEST LDCATICN W5 099' 10/18/84 CF LOT 237 6S40 6ElO SE F.D. TEST LOCATION IN” 1W10/W/84 CF LOT2386N306E50 SEE F.D. TEST LOCATION WPg ELEVOR rmli WV 147.0 149 .o 148.0 148.0 153.0 156.0 157 .o 156.0 1% .o 155 .o 156 .O 161.0 162.0 163.0 162.0 165 .o 156 .O 152.0 151.0 118.0 150.0 152.0 154.0 154.0 WY iENS MoISM(%) RUTIVE FfWRKS FIELO MX FIELD CPT CJWACTICN (%) ll3.0 116.0 18.3 13.5 111.1 116.0 19.0 13.5 112.2 116.0 18.3 13.5 114.8 116.0 17.6 13.5 105.7 111.0 14.9 15.5 110.0 115.0 13.6 12.0 105.7 113.0 19.8 17.0 108.4 119.5 14.9 11.0 113.8 119.5 13.6 11.0 108.2 111.0 17.6 15.5 111.5 119.5 12.4 11.0 103.9 111.0 11.1 15.5 106.7 111.0 10.5 15.5 108.7 111.0 17.6 15.5 100.7 111.0 19.8 15.5 104.4 115.5 14.9 14.0 107.8 115.5 12.4 14.0 104.0 113.0 20.5 17.0 102.5 113.0 21.2 17.0 103.9 113.0 17.0 17.0 108.9 115.5 12.4 14.0 106.4 111.0 16.3 15.5 132.3 116.0 16.3 13.5 108.4 116.0 14.9 13.5 97. 96. 97. 99. %. 96. 94. 91. 95. 97. 93. 94. 96. 93. 91. w. 93. 92. 91. 92. 94. 96. 100. 93. SJtMRY OF FIELD OENSITY TESTS PACE 6 - -. ._~ -. - -. -. -. -. -~ -~ -. _~ -. PFCJECTNlWER:48&01-09 FRiXECT~:FtkYGM,Pt!ASE B TEST TEST TEST TEST LOLATIM SOIL No DATE OF TYPE 101’ IO/W84 CF LOT 254 7N-010 7E1030 SEE F.D. TEST LOCATION hWB 102- 10/18/84 C-F LOT 255~7No30 7E1170 9 SEE F.D. TEST LOCATICN MAP 103- 10/18/84 CF LOT 257 7W70 7E1305 9 SEE F-0. TEST LOCATION W' 104. 10/19/84 CF LOT 234 5N190 5E95 SE F.D. TEST LOCATION MP6 105- 10/19/M CF LOT 233 5N195 5E170 B SEE F.D. TEST LOCATION MAP k-16- 10/15/&o ff LOT 232 5N200 5E220 SEE F.D. TEST LOCATIIIV HAP’ 107’ 10/19/84 ff LOT 231 5N305 5E220 11 SEE F.D. TEST LOCATION MAP lD8- 10/19/84 CF LOT 230 5N380 5E220 SEE F.D. TEST LOCATION MAP6 109’ 10/19/84 CF LDT 229 5N440 5E270 6 SEE F.D. TEST LOCATION WP 110’ 10/19/84 CF LOT 230 5N370 5E255 8 SEE F.D. TEST LOCATICN W’ III- 10/19/84 CF LOT 22Y 5N455 5E295 11 SE F.D. TEST LOCATI(EI MAP 112. 10/19/84 CF LOT 228 5N510 5E310 SEE F.D. TEST LOCATIM MP8 113- 10/19/84 CF LOT 228 5N525 5E265 SE F.D. TEST LOCATICtd HP9 114. 10/19/84 CF LOT 255 7N-015 7E1210 SEE F.D. TEST LOCATICtd Wg 115. 10/19/84 ff LOT 258 7K130 7E1355 Y 116- 10/19/84 ff 117- 10/19/M CF 118- 10/19/&l CF 119- 10/19&l iz 120- 10/22/84 CF 121. 10/22/84 ff 122- 10/22/84 ff 123- 10/?2/84 CF 124- 10/22/&l CF SEE F.D. TEST LOCATIWU W LOT 257 7Nl29 7E1265 SEE F.D. TEST LOCATION f4'Pg LOT 254 7NolI 7ElD65 SEE F.D. TEST LOCATICN NW9 LDT 243 6N35 6E330 SEE F.D. TEST LDCATION MJ” LOT 244 6N75 6E415 SEE F.D. TEST LOCATIUN MAP6 LOT 225 5N285 5070 SEE F.D. TEST LOCATION WV4 LOT226 5N340 5E400 SE F.D. TEST LOCATIOW Hi LOT 245 6Ml tX490 SEE F.D. TESC LOCATIM NW4 LOT245 6N45 6E485 SE F.D. TEST LOCATION MAP4 LOT 243 6N70 6f355 SEE F.D. TEST LOCATION MAP4 ELEVOR EPTH mu 119.0 121.0 122.0 154.0 155.0 155 .o 160.0 165 .O 170.0 164.0 169.0 174.0 176.0 124 .O 123 .o 126 .O 125 .O 151 .o 150 .o 163.0 168.0 153.0 155 .o 155 .o DRY CENS(KF) MXlU~(%) FfLATIVE RHRKS FIELD HAX FIELD BT COWACTIffl (%) 104.5 115.0 14.3 12.0 91. 107.7 116.0 17.6 13.5 93. 108.3 116.0 l3.0 13.5 93. 109.3 113.0 17.6 17.0 97. 110.7 115.0 14.9 12.0 96. 113.3 117.5 13.6 12.0 96. 110.3 119.5 13.6 12.0 92. 110.9 113.0 19.0 17.0 98. 109.4 113.0 17.6 17.0 97. 111.5 115.0 14.9 12.0 97. 109.0 119.5 14.9 12.0 91. 109.6 115.0 17.6 12.0 95. 108.4 116.0 18.3 13.5 93. 108.9 116.0 17.0 13.5 94. 108.2 116.0 19.0 l3.5 93. 108.4 116.0 17.6 13.5 93. 109.6 116.0 15.5 13.5 94. 103.2 113.0 18.3 17.0 91. 103.8 113.0 19.0 17.0 92. 105.5 115.5 16.3 14.0 91. 105.8 113.0 17.6 17.0 94. 108.7 115.5 15.6 14.0 94. 105.5 115.5 15.6 14.0 91. 105.5 115.5 15.6 14.0 91. WWRY OF FIELD OENSITY TESTS PAGE 7 -~ r.~ .- -~ - -~ -~ -~ .-. -. -. - -, -~ -. -. -. PKNECTNJWER: 4830601-09 FRUXCTNM:poLYGoN,Pt'A%B TEST TEST TEST TEST LDCATION SOIL ta DATE OF TYPE 125- 10/22/B4 CF LOT 245 6N75 6E470 SEE F.D. TEST LOC4TloN MW6 126- 10/22/84 CF LOT 226 5N365 5E365 SEE F.D. TEST LOCATION MP4 127. 10/22/84 CF LOT 227 5N410 5E44D 4 SEE F.D. TEST LOCATICN MAP 12B- 10/22/M ff LOT 227 5N425 5E405 SEE F.D. TEST LOCATIaV MW6 129. 10&Z/84 CF LOT 255 7No 7E1115 9 SE F.D. TEST LOCATION W!’ 130- 10/22/M ff LOT 253 7S20 7ElOOO SEE F.D. TEST LDCATION MWg 131- 10/23/84 CF LOT 254 7S5 7E1065 SEE F.D. TEST LOCATIW WY 132. 10123/84 C-F LOT 255 7N25 7E1040 SEE F.D. TEST LOCATIDN tWg l33- 10/23/84 CF LOT 250 6S25 6E835 5 SE F.D. TEST LDCATICN MAP 134. 10/23/84 CF LOT 251 6K15 6E840 SEE F.D. TEST LOCATKN NW9 135- 10/23/B4 Ci LOT 24B 6S35 63670 5 SEE F.U. TEST LOCATIUEI W 136' 10/23/84 CF LOT 248 6S35 6E670 5 SEE F.D. TEST LOCATICN MP 137. 10/23/84 CF LOT 257 7N130 E1240 5 SEE F.D. TEST LDCATION MP 138- 10/23/M CF LUT 251 5MO Ei%!i 5 SEE F.D. TEST LOCATION I#- 139- 10/23/&l CF LOT 254 7tt35 ElOB5 9 140- 10/23/84 141’ lo/24184 142’ 10/24/&l 143- 10/24/&l 144- 10/24/M 145’ 10/24/B4 146. 10/24/84 147. 10/24/84 148- 10/24/B4 SEE F.D. TEST LOCATION MAP CF LOT 257 7F195 El220 9 SCE F.D. TEST LOCATKN MAP CF LOT 257 7N20 El210 5 SEE F.D. TEST LDCATICtd HAP CF LOT 253 7N40 E99ll SEE F.D. TEST LOCATION W5 CF LOT 257 7ffiO El245 YE F.D. TEST LOCATION NW6 CF LOT 255 7N45 El125 SEE F.D. TEST LOCATION t4Wg ff LOT 253 7N15 ElOCKl SEE F.D. TEST LOCATION tW6 CF LOT 254 7N25 El070 SEE F.D. TEST LOCATION MP9 CF LOT 254 7N105 El090 SEE F.D. TEST LOCATION WJg CF LOT 255 7N115 El110 SEE F.D. TEST LOCATICN W6 ELEV OR CWIH Fw 155.0 170.0 172 .O 175.0 128.0 128 .O 131.0 130 .o 134.0 l33.0 143.0 143.0 136.0 138.0 137.0 142.0 142.0 143.0 144.0 144.0 144.0 143.0 143.0 142.0 CRY oWS(FCF) MXSTU~(%) MATIVE EMS FIELD NU FIELD CPT CW’ACTION 106.5 ll3.0 18.3 17.0 107.1 115.5 15.6 14.0 107.7 115.5 16.3 14.0 107.0 113.0 19.0 17.0 109.0 116.0 18.3 13.5 106.8 116.0 18.3 13.5 106.6 116.0 22.7 13.5 109.2 116.0 19.0 13.5 101.6 111.0 17.6 15.5 110.0 116.0 18.3 13.5 97.1 111.0 17.6 15.5 105.1 111.0 19.8 15.5 103.8 111.0 18.0 15.5 103.9 111.0 20.8 15.5 108.2 116.0 16.3 13.5 105.0 116.0 18.3 13.5 102.9 111.0 17.6 15.5 100.8 111.0 21.7 15.5 105.8 113.0 18.3 17.0 107.8 116.0 18.3 13.5 104.3 113.0 17.6 17.0 108.9 116.0 19.0 13.5 108.8 116.0 19.8 13.5 105.5 113.0 18.3 17.0 (%I 93. 93. 93. 95. 94. 92. 92. 94. 92. 95. 87. tWESTED ON TESTNO 95. RfTEST OF TEST ta 135 94. 94. 93. 91. 93. 91. 94. 93. 92. 94. 94. 93. -~ . -. ._~ -. -. -. - -. -. - -. -~ .-. - -. SUWRY OF Field DENSITY TESTS PAGE 8 PlMlECTNJtttER: 4830601-09 PR&JEcTNAEE:poLYK&PHASEB TEST TEST lEST TEST LOCATION SOIL No DATE OF TYPE 149’ 10/24/84 CF LOT 254 7N45 El090 SEE F.D. TEST LOCATION MP' I%- 10/25/B4 CF LOT 254 7N125 El065 SEE F.D. TEST LOCATICN WP6 151. 10/25/84 CF LOT 255 7N80 El115 SEE F.D. TEST LOCATICN t4W6 152. 10/25/M 153- 10/25/84 154- 10/25/84 155- 10/25/84 156. 10/25/84 157- 10/25/84 15&- 10/25/84 159’ 10/26/84 ff LOT 253 7N140 ElOiM SEE F.D. TEST LOCATICN WP6 ff LOT 257 7N70 El285 SE F.D. TEST LOCATION NW6 CF LDT 254 7N125 El035 4 SE F.D. TEST LOCATION MAP ff LOT 253 7NlOO El005 SE F.D. TEST LOCATICN HAP4 CF LOT.254 7ti95 El065 SEE F.D. TEST LOCATION MP4 ff LOT 254 7ti60 El070 SEE F.D. TEST LDCATICN W4 ff LUT 255 7&O El166 SE F.D. TEST LOCATI(rv NW4 CF SLOPE LOT 336 &t&JO El600 4 SEE F.D. TEST LOCATION WP 160’ 10/26/&l CF LOT 335 BN235 El670 4 SEE F.D. TEST LOCATION MAP 161. 10/26/84 CF WT 334 8N285 El725 4 SEE F.D. TEST LOCATION t44' 162- 10/26/M CF LOT 336 8N225 El630 SE F.D. TER LOCATION W7 163- 10/26/84 ff LOT 334 8N215 El815 SEE F.D. TEST LOCATIDN MAP6 164- 10/26/84 CF LOT 336 Bd210 El595 6 SE F.D. TEST LOCATICN Ml’ 165' 10/26/B4 CF LOT 336 BWU El545 SEE F.D. TEST LOCATION NW5 166- 10/26/fM CF LOT 334 8Nl75 El780 6 SEE F.D. TEST LOCATIM W’ 167- 10/26/84 CF LOT 335 F.D.TESTLDCATIIWP4 8N250 El710 SEE I&’ 10/26/84 CF LOT 336 8N195 E16OU SEE F.D. TEST LOCATION MP6 169- 10/26/84 CF LOT 335 F.D.TESTLOCATIWW5 8N185 El685 SEE 170- 10/29/84 CF LOT 332 8N335 El840 SEE F.D. TEST LOW-W HAP6 171- 10/29/84 CF LOT SEEF.D.TESTLOCATIUWJ'6 336 8N?60 El610 172- 10/29/84 ff LOT 336 8N155 El655 SEE F.D. TEST LOCATI(Iv MAP6 RN CR EPTH FW 144.0 146.0 145 .o 145 .o 144.0 146 .o 146 .o 147 .o 148 .o 147 .o 118.0 122 .o 120 .o 121.0 122.0 124.0 123.0 123.0 125.0 124.0 123.0 140 .o 131.0 128.0 DRY oENs(FG) MlISWB(%j ELATIVE RSWKS FIELD MAX FIELD lPT COWACTION 108.4 116.0 22.0 13.5 109.9 ll3.0 15.6 17.0 106.1 113.0 17.6 17.0 105.1 113.0 16.6 17.0 107.5 113.0 19.8 17.0 107.4 115.5 14.9 14.0 107.1 115.5 16.3 14.0 106.6 115.5 14.9 14.0 106.7 115.5 15.6 14.0 107.2 115.5 14.3 14.0 106.3 115.5 11.7 14.0 106.8 115.5 17.6 14.0 108.7 115.5 18.3 14.0 108.1 114.0 14.9 14.5 102.6 113.0 24.2 17.0 102.2 113.0 19.8 17.0 105.1 111.0 17.0 15.5 107.0 113.0 18.3 17.0 107.6 115.5 14.3 14.0 105.6 113.0 19.8 17.0 107.0 111.0 17.6 15.5 104.3 113.0 17.6 17.0 103.3 113.0 19.8 17.0 101.9 113.0 18.3 17.0 04 93. 97. 94. 93. 95. 93. Y3. 92. 92. 93. 92. 92. 94. 95. 91. 90. 95. 95. 93. 93. 96. 92. 91. 90. SUEtlARY OF FIELD DENSITY lESTS PAGE 9 -. -.. -. - .-. -. -. -. -. -. -. .-. - -~ -. - -~ PWECTNIMBER: 4830601-09 FWECTNAbE:pccyGoN,PHASEB TEST TEST TEST TEST LOCATION SOIL No DATE OF Tnx 173’ 10/29/84 174- 10/29/84 175’ 10/29/84 176- 10/29/&l 177. 10/29/84 178' 10/29/84 179 - 10/29/84 180’ 10/29/84 181’ 10/30/&l 182. 10/30/84 183- lO/xw# 184’ lO/xm 185- IO/W84 186. 10/30/84 187. 10/30/&l lea- lo/m34 189- lo/W84 190. lo/m34 191’ 10/31/84 192- 10/31/84 193- 10/31/84 194. 10/31/84 195- 10/31/84 1%. 10/3lm CF LOT336 8N165 ElW 6 SEE F.D. TEST LDC~TICN MP CF LOT 334 8N.305 El695 6 SEE F.D. TEST LOCATION MAP CF LOT 335 81970 El635 6 SEE F.D. TEST LOCATION MP ff LDT 334 BWB5 El725 SEE F.D. TEST LOCATION MP4 CF LOT 333 BW35 El815 4 SEE F.D. TEST LOCATICN MN’ CF LOT 333 BN330 El745 SEE F.D. TEST LOCATICN NW6 CF LOT 335 BN205 El725 6 SEE F.D. TEST LOCATICN MP '.F LOT 336 8N185 El635 6 SEE F.D. TEST LOCdTIaY MAP W LOT 335 &WO El675 6 SEE F.D. TEST LOCATICN l44' CF LOT 336 8W25 El570 SEE F.D. TEST LOCATION MP6 CF LOT 334 &I250 El725 6 SE F.D. TEST LOCATICtd HAP CF LOT 335 BN295 El670 SEE F.D. TEST LOCATICtd Id ff LOT 336 8N235 El610 SEE F.D. TEST LOCATICtd WP4 CF LOT 332 BN3BO El795 SEE F.D. TEST LOCATION W5 ff LOT 334 BN355 El695 SE F.D. TEST LOCATION W6 ff SAN EuS8w5 El640 SEE F.D. TEST WATION WP4 CF LOT 334 Hi335 El670 4 SEE F.D. TEST LOCATION W ff SAN ELAS 8N390 El660 6 SEE F.D. TEST LOCATIOW HAP CF LOT 261 7N130 El475 5 SEE F.D. TEST LOCATIW MAP ff LOT 336 8N19U El565 SEE F.D. TEST LOCATION W5 ff LOT 332 W75 El815 SE F.D.TESTLXATIUWP6 CF LOT 335 BW50 El655 r SEE F.D. TEST LOCATI(Iy NW' ff LOT 335 BJi205 El700 SEE F.D. TEST LOCATIW NW6 CF LOT 333 8d365 El740 SEE F.D. TEST LOCATI(N WP6 REV a? LwlH (TV 13.0 132.0 135.0 134.0 l35.0 140.0 135.0 133.0 133.0 133 .o 133.0 135.0 135.0 136.0 l34.0 135.0 138.0 140 .o 139 .o 139 .o 143.0 140.0 139.0 142.0 DRY oENs(FG) KIISTUE(%) WATIVE RMRKS FIEIJI W FIELD OPT OWACTION 105.6 ll3.0 17.6 17.0 105.2 113.0 19.0 17.0 105.2 El.0 17.0 17.0 106.0 115.5 14.0 14.0 106.2 115.5 15.6 14.0 105.6 113.0 17.6 17.0 104.0 113.0 18.3 17.0 107.0 113.0 17.0 17.0 109.1 113.0 17.6 17.0 106.4 113.0 19.0 17.0 101.9 113.0 20.5 17.0 107.6 113.0 19.0 17.0 108.6 115.5 14.9 14.0 103.5 111.0 17.0 15.5 107.5 113.0 17.6 17.0 108.7 115.5 17.0 14.0 109.3 115.5 15.6 14.0 103.0 113.0 18.3 17.0 106.0 111.0 17.6 15.5 102.5 111.0 21.2 15.5 105.2 113.0 18.3 17.0 104.2 113.0 19.8 17.0 105.6 ll3.0 17.6 17.0 104.5 113.0 19.8 17.0 (%I 93. . 93. 93. 92. 92. 93. 92. 95. 97. 94. w. 95. 94. 93. 95. 94. 95. 96. 95. 92. 93. 92. 93. 92. -. -. -. -, -. -. -. - -~ .-. .- -. -. -. -. -~ SJIMRY DFFIELDDE&IlY TESTS PAGE 10 PIIOJECTNMER:483&!01-09 FRDJECTMM:POLYGON.PWEB TEST TEST TEST No DATE OF 197’ 10/31/84 CF 198. 10/31/84 CF 199- 10/31/84 CF m- 11/01/84 a: 201- 11/01/M w 202. 11/01/&l ff 2u3' 11/01/84 ff 204. 11/01/84 SF 205. 11/01/&M SF 206- 11/01/84 CF 207- 11/01/84 CF 208. 11/01/M SF 209. ll/Ol/e4 CF 210. 11/01/84 CF 211’ 11/02/84 CF 212’ 11/02/84 ff 2l3' 11/02/85 CF 214’ 11/02&l ff 215- 11/02/84 CF 216. 11/02/84 CF 217’ ll/OW34 CF 218- 11/02/84 CF 219- 11/w34 CF 220. llmml CF TEST LDC‘iTIoW SOIL ELEVOH DRY LENS(W) fllISlUfE(%) RUTIVE FMRKS TWEEPTN FIELD Ew( FIELD CPT ODWACTIffl VW w LAS 8N380 El630 6 143.0 SE F.D. TEST LOCATION MW' LOT 336 8N205 El625 5 l39.0 SEE F.D. TEST LOCATI'Ctd W' LOT 261 7N180 El490 SEE F.D. TEST LOcATIC?i t4'P6 LOT 334 &A330 El715 SEE F.D. TEST LOCATION NW6 LOT 262 EN330 El425 SE F.D. TEST LDCATION NW5 LOT 262 8N345 El440 SEEF.D.TESTLDCATICNNW5 LOT 261 7N215 El460 5 SEE F.D. TEST UCATICN MAP SU'E L243 6N-020 6E395 6 SEE F.D. TEST LOCATI(N MP SLOPE I255 7N15 El185 4 SE F.D. TEST LOCATION MW LOT 223 M380 8E1755 6 SEE F.D.TEST LOCATION W LOT333WZ 8E1805 SEE F.D. TEST LDCATICN MW6 YOFf L254 7WXl7E1030 4 SEE F.D. TEST LDCATICN MAP SAN &As 8d430 El690 11 SEE F.D. TEST LOCATION h”f’ LOT 332 8N405 El780 SEE F.D. TEST LOCATION WP5 LOT 223 5tWJ 5E480 SEE F.D. TEST LDCATICN NW4 LOT 258 7N120 El330 SEE F.D. TEST LDCATICN WP5 LOT 337 EN290 El485 6 140 .o 144.0 146.0 147 .o 142.0 144.0 142 .O 145 .D 146.0 137.D 149 .o 148.0 154.0 147.0 149.0 93 F.D. TEST LOCATION WP LOT 333 8N345 El780 6 155.0 SEE F.D. TEST LDCATICN W' LDT 222 5N270 5E455 4 156.0 SEE F.O. TEST LDCATICN W' LOT 337 &?A295 El570 5 149.5 SEE F.D. TEST LOCATION HAP LOT 335 8N265 El675 6 148.0 SEE F.D. TEST LOC4TICti MAP LOT 334 8ti295 El745 4 147.0 93 F.D. TEST LDCATICN MP LOT 256 7N165 E2085 6 150.0 SEE F.D. TEST UICATICN W' LOT 259 7Nl85 El385 5 149.0 EE F.D. TEST LOCATKN WP 108.2 ll3.0 aO.2 17.0 104.9 111.0 17.6 15.5 105.8 113.0 18.3 17.0 102.5 113.0 19.0 17.0 103.9 111.0 16.3 15.5 101.2 111.0 16.3 15.5 105.3 111.0 17.0 15.5 100.1 113.0 20.8 17.0 101.5 115.5 12.8 14.0 106.6 113.0 19.0 17.0 103.2 113.0 19.8 17.0 100.3 116.0 M.0 13.5 112.6 119.5 9.3 12.0 109.0 111.0 14.3 15.5 107.3 115.5 17.1 14.0 102.7 111.0 20.5 15.5 102.5 113.0 19.8 17.0 104.5 113.0 18.3 17.0 107.6 115.5 14.5 14.0 108.4 111.0 17.0 15.5 105.2 113.0 18.3 17.0 114.4 115.5 15.6 14.0 106.9 113.0 19.8 17.0 105.2 111.0 18.3 15.5 (%I 96. 95. 94. 91. 94. 91. 95. 89. 88. 94. 91. 86. 94. 98. 93. 93. 91. 92. 93. 9% 93. 99. 95. 95. @lESTED ON TESTNO KTESTEDUJ TESTra232 M-ESXD@d TEST No 231 .- -. -. - -~ _~ -. -. -~ -- -. -~ -~ --. -. - -- SUW4WY OF FIELD IHSITY TESTS PAGE 11 PWJECTNJEBER: 483CWl1-09 PWJECTNM::YGUi,PHASE8 TEST TEST TEST TEST LOCATION SOIL Ml DATE OF TYPE 221’11/05/84 ff LDT3348N335E1690 6 YE F.D. TEST LOC4TIoN MG' 222. 11/K&34 CF LOT 337 8N260 El545 SEE F.D. TEST LOCATION MP9 223- 11/05/84 CF LOT 333 WOO El740 SEE F.D. TEST LDCATICN f&l 224- 11/05/84 CF LOT SEEF.D.lESTUIC4TI~W5 332 8N350 El835 225. ll/D5/84 ff LOT 261 7N145 El480 SEE F.D. TEST LDCATICN W4 226' ll/W34 CF LOT 188 4M60 E685 SEE F.D. TEST LDCATW MP3 227- llKW84 ff LOT 190 4M65 E8.?U 9 YE F.D. TEST LOCATICN W' 228' 11/06/84 CF LOT 261 7N170 7E146U SEE F.D. TEST LOCATICN W4 229- ll/CM34 CF LOT 333 8N390 El705 SE F.D. TEST LOCATION MP6 230-11/W&4 SF SLOPE LOT243 6NGUE395 4 SEE F.D. TEST LOCATICN t4'P 231- 11/06/84 SF SLOPE LOT 254 7N5 El085 3 SEE F.D. TEST LOCATION IW’ 232- 11/&X4 SF SLDPELDT255 7N2U El225 6 SEE F.D. TEST LOCATICtd MP 233- 11/06/&l CF LOT 255 7N70 El170 SEE F.D. TEST LDCATIW MP4 234- 11/L&/84 ff LOT 254 7W5 El035 SEE F.D. TEST LOCATICN d1 235' 11/06/&l ff PNACAPA 18+25 7Nl70 E730 4 SEE F.O. TEST LOCATION WP 236- ll/Wt?4 CF LOT 255 7N135 El105 4 SEE F.D. TEST LDCATI(w W' 237- ll/W84 ff LDT 259 7N235 El405 4 SEE F.D. TEST LDCATICN lt4' 23X 111W84 ff ANACAPA 7N265 El295 SEE F.D. TEST LOCATICN W6 2W 11/07/84 ff LOT 187 4N665 E855 SEE F.D. TEST LOCATION WP6 240. 11/07/84 ff LOT 260 7NZ85 El335 SEE F.D. TEST LOCATION f4'P6 241' 11/07/84 CF LOT 335 8N270 El655 SEE F.D. TEST LDCATICN Hi1 242- 11/07/84 13 LOT 256 7N190 El330 d SE F.D. TEST LOCATIW 243- 11/07/84 CF LOT 189 4WO E750 SEE F.D. TEST LDCATICN MW6 244. 11/07/84 CF LOT SEEF.D.TESTUCATIONW6 186 4W55 E945 ELEV OR CmH WV 155.0 151 .o 157.0 156.0 149 .o 191.0 189.0 151 .o 157 .o 144.0 l37.0 142.0 154.0 155.0 152.0 154.0 157.0 139.0 191.0 141 .o 161 .O 156.0 194.0 197.0 DRY CENS(W) MSTUR(%) FELATIVE W4lRKS FIELD MX FIM Ci'T Ollf'ACTIoN 103.1 l&O 17.6 17.0 107.3 116.0 17.6 13.5 111.6 119.5 13.6 12.0 102.9 111.0 19.0 15.5 106.9 115.5 13.6 14.0 93.6 113.0 16.3 11.5 115.4 116.0 14.5 13.5 104.5 115.5 15.6 14.0 106.6 113.0 19.0 17.0 105.1 115.5 15.9 14.0 103.7 113.0 18.7 11.5 106.1 113.0 22.1 17.0 111.0 115.5 15.6 14.0 111.2 119.5 13.6 12.0 105.7 115.5 7.6 14.0 110.5 115.5 13.6 14.0 109.D 115.5 11.7 14.0 106.0 113.0 17.6 17.0 102.0 113.0 17.4 17.0 109.0 113.0 19.0 17.0 114.2 119.5 12.2 12.0 110.3 119.5 11.7 12.0 102.3 113.0 19.3 17.0 107.2 113.0 20.4 17.0 (%I 91. 93. 93. 93. 93. 83. RGSTEDON TESTNo 99. 90. 94. 91. R!flEST OF TEST NO 204 92. WESTOF TEsTNo 94. RZTEST OF TEsTNo2ai 96. 93. 92. 96. 94. 94. 90. WEST OF TESTNO 96. 96. 92. 91. 95. SJWRY OF FIELD 0ENSIl-Y TESTS -. PWECTNlreER: 4830601-09 PRIMCTNAK:F~YG~N,P~~W~ -. TEST TEST TEST TEST LOCATIOW SOIL ELEVW ta DATE OF - 245' lYO7/84 CF 246- 11/07/84 ff -~ 247. 11/07/M ff -. 248- 11/07/i?4 CF 249- 11/07/84 CF -. 250- 11/07/84 CF 25i^ wD7m CF -~ 252' ll/G9/84 cf -~~ 253- 11/W&M CF 254- 11/09/84 SF -. 255. ll/D9/&l Sb 256- 11/09/&l SF -. 257- ll/W84 CF - 258. U/09/84 ff 259- WC@/84 CF -. 260. 11/03/M ff 261- 11/09/M CF -. 262' 11/09/84 ff -~ 263' 11/OU34 CF 264- ll/l2/84 FG -~ 265- 11/12/M FG 266- 11/12/84 FG - 267- 11/12/84 ffi 268' 11/12/84 FG -~ TYPE LOT 260 7N265 El365 11 SEE F.D. TEST LD'JTICN MP LOT 191 4M75 E625 SEE F.D. TEST LOCATICN iW6 VERA CRUZ 7N235 El265 _ SEEF.D.TESTLDCATICWWb LOT 259 7N250 El340 6 SEE F-D. TEST LOCATION W VERA CRUZ 7N275 El240 11 SEE F.D. TEST LOCATION W LOT 260 7N290 El315 6 YE F.D. TEST LDCATKN W LOT 172 SEE F.D. TEST LOCATICN NW6 LOT 252 7N185 El220 4 SE F.O. TEST u)cmai M/P VERA CRUZ 7N270 El215 11 SEE F.D. TEST LDCATW MAP SLOf'E L258 7N40 El375 5 SEE F.D. TEST LOCATI(N W SLOPE L?61 7N95 El515 6 SEE F.O. TEST LOCATILN W' S4OFt L332 8N390 El8155 5 SEE F.D. TEST LOCATICN MAP LUT 256 7N205 El175 SEE F.D. TEST LDCATICN MAP4 VERA CRUZ 7N215 El250 4 SE F.O. TEST LDCATICN W LDT 257 7N135 El285 SEE Fi. TEST LDCATICH W 4 LOT 173 4N705 E725 YE F.D. TEST LDCATICN NW4 LOT 173 4WO E690 SEE F.D. TEST LDCATIW NW6 LOT 259 7N240 El355 SEEF.D.TESTUICATIWdl LOT 257 7N140 El225 11 SEE F.D.lESTLDCATIoN MAP LOT 242 5N35 E285 6 SEE F.D. TEST LOCATION WAp LOT 243 5N60 E350 SEE F.D. TEST LDCATICN HW' LOT244 5N65 E420 SEE F.O. TEST LOCATI(N MAP' LDT 240 5N30 E20 SE F.D. TEST LOCATION iW4 LDT2415N30 EW) SEE F.D. TEST LOCATION HAP4 EFIH iW 143.0 199.0 147 .D 145.0 148.0 150 .o 196.0 153.0 151.0 137.0 136.0 157.0 155.0 153.0 162.0 204.0 199.0 157.0 159.0 157.7 157.4 157.5 158.4 158.0 PAGE 12 DRY oENS(FcF) MOISTUR(%) MATIVE EHKS FIELD HAX FIELD OPT DHF'ACTION 111.9 119.5 l3.0 12.0 101.9 113.0 17.6 17.0 102.6 113.0 2U.5 17.0 107.4 113.0 17.6 17.0 111.8 119.5 1.4 12.0 102.8 113.0 21.2 17.0 105.6 113.0 17.8 17.0 107.1 115.5 16.3 14.0 113.3 119.5 7.5 12.0 103.2 111.0 15.3 15.5 104.7 113.0 18.6 17.0 loo.6 111.0 17.0 15.5 105.3 115.5 16.3 14.0 107.7 115.5 14.9 14.0 109.6 115.5 l3.0 14.0 109.1 115.5 14.3 14.0 100.8 113.0 20.0 17.0 109.7 119.5 15.6 12.0 112.2 119.5 11.1 12.0 104.2 113.0 19.8 17.0 112.9 113.0 17.4 17.0 109.8 113.0 16.8 17.0 113.5 115.5 17.0 14.0 115.4 115.5 9.4 14.0 (%I 94. 90. 91. 95. 94. 91. 93. 93. 95. 93. 93. 91. 91. 93. 95. 94. 89. RElESTEDffl TEST ta 279 92. 94. 92. 100. 97. 98. 100. -. -~ - - -~ - - -~ -~ - _- - - -~ - - SUWIRY OF FIELD LXNSITY TESTS Pm 13 PWECTNJMBER: 4830601-09 PiWEcT NAbE : PcLYGCW,PHASE B TEST TER TEST TEST LOUTITION SOIL No DATE OF TYPE 269. 11/12/84 FG LOT 239 5N5 El70 SEE F.D. TEST LD(j4TIffl MP” 270. 11/U/84 CF LOT 258 7N115 El305 11 SEE F.D. TEST LOCATION NW 271- 11/14/84 ff LOT 337 8WlO El515 SEE F.D. TEST LOCATICN W4 272" 11/14/84 CF LOT 259 7N26D El390 SE F.D. TEST LUXATION d 273' 11/14/84 ff LOT 257 7N170 El245 SEE F.D. TEST LDCATICN I&' 274' 11/14/&t CF LOT 334 Ui320 El695 4 SEE F.D. TEST LOCATION W' 275' 11/14/84 CF LOT 333 8N360 El775 SEE F.D. TEST LOCATION d' 276' 11/14/&l CF LOT.227 5N420 E410 11 SEE F.D. TEST LDCATICN &'P 277- 11/14/84 CF LOT 332 8N305 El805 SEE F.D. TEST LDCATICN HAf 278- 11/14/84 CF LOT 263 8MlO El480 4 SEE F.D. TEST LOCATION MP 279' 11/15/84 CF LOT 172 4N775 E660 4 SEE F.D. TEST LOCATICN Eb4p 280' 11/15/84 CF LOT 262 8N370 El455 SEE F.D. TEST LDCATICN MP6 281. ll/l5/84 CF LOT 165 8N510 El580 SEE F.D. TEST LOCATICN MP4 282- ll/l5/84 CF LOT 264 8N425 El555 SEE F.D. TEST LOCATION MP6 283. 11/W&4 CF LOT 175 4N74D E850 SEE F.D. TEST LDCATION MP4 2&M- 11/15/84 ff LOT 266 8N490 El695 SEE F.D.TESTLDCATI(N NW4 285- U/15/84 CF LOT 264 8N455 El590 YE F.D. TEST LOCATION NW8 2&i- 11/15/84 ff LOT 171 4N785 E560 SEE F.D. TEST LOCATION NW6 287' ll/l5/84 ff LOT 250 6M5 E800 11 SEE F.D. TEST LDCATION MAP 288- 11/15/84 CF LOT 176 4N770 E915 SEE F.D. TEST LOCATIW MAP6 289- 11/15/84 CF LOT 1%4N765 El005 SE F.D. TEST LbCATIoN MP6 290. ll/l5/84 CF LOT 252 4 SEE F.D. TEST LDCATICN W 291’ 11/16/84 CF LOT 246 6N45 E550 SEE F.D. TEST LOCATION d1 2Y2- 11/16/84 CF LOT 174 4N735 E775 9E F.D. TEST LDCATICN MW' ELEV OR WIH (=u 168.9 109.3 115.5 15.6 14.0 167 .O 108.8 119.5 12.6 12.0 166 .o 107.3 115.5 7.2 14.0 164.5 107.6 119.5 10.5 12.0 165.0 106.9 119.5 9.9 12.0 162.0 110.4 115.5 16.3 14.0 163.0 108.9 119.5 11.1 12.0 177.0 117.1 119.5 12.8 12.0 166.0 107.3 119.5 12.4 12.0 160.0 111.5 115.5 16.3 14.0 199.0 105.6 115.5 20.9 14.0 161 .D 106.6 113.0 19.0 17.0 160.0 109.5 115.5 16.3 14.0 160.0 108.5 113.0 18.3 17.0 204.0 106.6 115.5 17.3 14.0 162.0 107.8 115.5 16.3 14.0 164.0 107.7 115.0 L3.6 12.0 202.0 105.2 113.0 18.2 17.0 157.0 107.1 119.5 13.0 12.0 205.0 103.3 113.0 16.6 17.0 206.0 109.8 113.0 17.6 17.0 157.0 107.8 115.5 17.0 14.0 157.0 102.8 119.5 15.6 12.0 208.0 101.5 113.0 21.7 17.0 DRY LENS(W) HlIRUfE(%) ELATIVE EMS FIELD wc(. FIELD CPT oDW’ApAcTIoIv (%I 95. 91. 93. 90. 89. 96. 91. 98. 90. 97. 91. ETEST OF TEST No 261 94. 95. 96. 92. 93. 94. 93. 90. 91. 97. 93. 86. RETEsTEDa TEST No 317 90. -. WWRY OF FIELD IXNSITY TESTS P&E 14 -. -~ -. c ..~ -~ -. -. - - -~ -. - TEST TEST TEST TEST LOCATION SOIL ELEVDR No DATE OF TYPE 293- llm/e4 CF 294. 11/16/84 ff 295- 11/16/84 CF 2%. 11/16/@4 CF 297. 11/16/84 CF 298- U/16/84 CF 299- 11/16/84 ff MO- 11/16/84 CF 301’ 11/19/M ff 302’ 11/19/&t ff 303’ 11/16/t?4 CF 304’ 11/19/t?4 CF 395. 11/19/84 ff 306- 11/19/&!4 CF 307. 11/19/&M CF x8- 11/19/84 CF 309’ 11/19/&l CF 310- 11/19/84 CF 311’ 11/19/84 CF 312- 11/2U/84 CF 313- 11/20/84 CF 314- 11/20/84 CF 315’ 11/20/84 CF 316. 11/20/&l CF LOT 171 4WO E59U SEE F.D. TEST LOCATION MP" LOT 337 8N315 El490 6 SEE F.D. TEST LOCATION MP LOT 177 4N725 E950 SEE F.D. TEST LOCATION tW6 LOT 171 4NB15 E540 SEE F.D. TEST LOCATION MAP6 LOT 361 6N560 El670 SEE F.D. TEST LOCATION t4W4 LDT 222 6N285 E510 SEE F.D.TEST LOCATION hi" LOT 266 dNS3O El640 SEE F.D. TEST LOCATION t4W6 SLOPE L%3 8N350 El505 6 SE F.D. TEST LOCATICN MAP LOT 263 8N4DO El525 6 SEE F.D. TEST LDCATICN MAP SLOPE L202 6N325 E780 6 SEE F.U. TEST LOCATION MP SLOF'EL2006N365E635 SEE F.D. TEST LOCATION MAP6 LOT 268 8N530 El425 SEE F.D. TEST LDCATICN MP6 SLOPE UO3 7N330 E855 6 EPni WV 209.0 165.0 209.0 2C9.D 168.0 159 .o 168.0 169 .O 173.0 l3B.O 140 .D 172.0 143.0 175.0 145.0 177.0 145.0 147.0 178.0 146.0 150.0 151 .o 152.0 155.0 SEE F.D. TEST IilCATICN WP LOT 265 8N485 El595 SEE F.D. TEST LOCATION WP7 SLOPE L2Dl 6N325 E705 6 SE F.D. TEST LOCATION MP LOT 267 8MB5 El455 SEE F.D. TEST LOCATICN HW7 POPE L201 6N360 E705 SE F.D. TEST LOCATI(T( MP6 YCH'E L202 7N?30 E855 SEE F.O. TEST LOCATION W6 LOT 266 8N455 El650 sEEF.D.TESTUlCATIaVW6 WIPE l2.O16N350 E735 !ZEF.D.TEST!QCATIUW6 LOT 203 7N3D5 E8% SEE F.D. TEST LOCATION NW' LOT 200 EE F.D. TEST LDCATION MAP6 LOT 202 7N.350 E7BU SEE F.D. TEST LDCATIOW MP5 LOT 203 7N32U E835 SEE F.D. TEST LOCATICN W6 DRY ENS(FfI) bmTuFE(%) FIELD M4X FIELD BT 99.1 ll3.0 23.6 17.0 103.5 ll3.0 18.1 17.0 107.8 113.0 19.8 17.0 103.1 113.0 20.0 17.0 101.5 115.5 14.0 14.0 110.7 119.5 15.6 12.0 107.8 113.0 17.9 17.0 102.4 113.0 18.8 17.0 104.2 113.0 17.6 17.0 106.1 113.0 19.5 17.0 103.7 113.0 19.8 17.0 108.5 113.0 21.1 17.0 102.8 113.0 M.4 17.0 109.5 114.0 12.8 14.5 101.1 113.0 21.7 17.0 106.5 114.0 14.5 14.5 106.0 113.0 21.5 17.0 106.0 113.0 17.9 17.0 108.8 113.0 10.9 17.0 102.0 113.0 22.2 17.0 101.3 113.0 23.0 17.0 103.2 113.0 22.5 17.0 99.7 111.0 22.0 15.5 102.7 ll3.0 19.0 17.0 ALATIVE IWiRKS mtw4crIffl (%I 88. 92. 95. 91. 88. 93. 95. 91. 92. 94. 92. 96. 91. 96. 89. 93. 94. 94. 96. 9-J. 90. 91. 90. 91. RElETED ON TEsTNo Kl'ESlEDCti TESTW 299 FfTESi' OF TESTNo WESTED ON TESTNl309 SUMY OF FIELD OENSITY TESTS -~ TEST TEST TEST TEST LDCATICN SOIL ELEVOR No DATE OF 317- u/20/84 CF 318- U/20/84 CF -~ 319. 11/20/84 ff 320- 11/2U/84 ff 321. 11/20/84 CF -. 322’ llmN4 a 323. 11/20/&M ff -~ 324. 11/20/84 CF -~ 325. 11/21/84 CF 326. 11/21/84 ff - 327' 11/21/M CF 328- 11/21/84 CF -~ 329- 11/21/84 CF .~~ 330- 11/27/84 CF 331. 11/27/84 CF - 332- 11/27/84 ff 333- lll27184 SF -~ 334. 11/27/84 CF 335- 11/28/&o SF 336' 11/28/84 ff ,-~ 337. 11/28/84 SF 338- 11/28/&l ff -~ 339- 11/28/84 ff 340- 11/B/M CF -~ TWECWIH VW LOT 246 6No35 E556 11 157.0 SCE F.D. TEST LOC4TIoN NW LDT 247 6No45 E6a) 11 157.0 SEE F.D. TEST LOCATION MP LOT 248 6tW E675 6 157.0 SEE F.D. TEST LOCATION WP LOT 249 6Ml60 E740 11 157.0 SEE F.D. TEST LDCATICN MAP LOT 250 6N105 E790 11 157.0 SEE F.D. TEST LDCATICN l4’P LOT 209 7N455 El205 6 150.0 SEE F.D. TEST LDCATI(Iy MAP LOT 211 7N400 ElllD 6 153.0 SEE F.D. TEST LDCATION MAP LOT 209 7M90 El220 6 155.0 YE F.D. TEST LDCATION W LOT 212 7N360 El030 6 159.0 SEE F.D. TEST LOCATION MAP LOT 210 7N495 El145 6 158.0 SE F.D. TEST LDCATICN MAP LOT 214 7N165 E940 6 159.0 SEE F.D. TEST LDCATICN MAP LOT 212 7N345 El075 4 160.0 SE F.D. TEST LDCATICN W' LOT 213 7N295 El030 6 159.0 SEE F.U. TEST LDCATION W' LOT 212 7N370 El060 6 160.0 SE F.D. TEST LDCATICN W’ LOT 211 7N350 El155 6 162.0 SEE F.D. TEST LDCATIDN W' LOT 210 7M41D El155 6 163.0 SEE F.D. TEST LDCATICN Mb’ SLWE L193 5N775 E52U 6 200.0 SEE F.D. TEST LOCATION MP LOT 211 7N39D El085 4 167.0 SEE F.D. TEST LDCATKN MAP SLOPE L192 5Moo E570 11 189.0 SEE F.U. TEST LOCATIM MAP SUF’E L2017N3!jD E660 4 164.0 EE F.D. TEST LOCATION WP SLOPE L191 4wO E66D 6 199.0 SEE F.D. TEST LDCATKN MAP SLDPE!e2037N33DE&35 4 162.0 SE F.D. TEST LOCATION f4'J' WF'E L204 7N?h5 E9B5 4 160.0 SEE F.D. TEST LDCATIOV WP SLOPE Ii?00 6N365 E650 6 165.0 SEE F.D. TEST LOCATICN l4.W PAGE 15 DRY C&X(PCF) KlISlUFf(%) fELATIVE R3KiKS FIELO KU FIELD CPT ODEpACTIffl (% 114.2 119.5 15.9 12.0 111.3 119.5 13.8 12.0 106.7 113.0 19.6 17.0 108.8 119.5 12.9 12.0 107.4 119.5 15.1 12.0 101.6 113.0 18.3 17.0 103.1 113.0 20.5 17.0 102.5 113.0 19.0 17.0 101.9 113.0 18.3 17.0 103.3 113.0 2D.5 17.0 104.6 113.0 18.3 17.0 107.7 115.5 16.3 14.0 104.6 113.0 18.3 17.0 102.2 113.0 25.0 17.0 103.4 113.0 M.5 17.0 104.1 113.0 22.0 17.0 102.1 113.0 16.4 17.0 104.0 115.5 15.6 14.0 110.0 119.5 11.1 12.0 104.8 115.5 14.9 14.0 107.6 113.0 19.1 17.0 104.4 115.5 17.6 14.0 108.2 115.5 16.3 14.0 106.9 113.0 19.8 17.0 96. WEST OF TESTNo 93. 94. 91. 90. 90. 91. 91. 90. 91. 93. 93. 93. 90. 92. 92. 93. 90. 92. 91. 95. 90. 94. 95. -~ -. .- -~ -. -~ -~ - - - - . . - - SiJMtMYDFFIELDoENSITYTESTS PAGE 16 PRLllECTNJMR:4830601-09 PftUXCTNAX:FoLYGCN,PHASE8 TEST TEST TEST TEST LDChTICN SOIL Ml DATE OF TYPE 341'1l/28/84 CF UPELlB48N5PE12k3l 4 SEE F.D. TEST LDC4TIffl MP 342-U/28/84 CF SUPELl848N525E1225 4 PE F.D. TEST LOCATI(w W 343- ll/28/84 ff LOT 208 BNW El325 SE F.D. TEST LDCATION MP" 344- 11/28/84 CF LOT 207 8N535 El385 7 SE F.D. TEST LDCATICN IW’ 345' 11/29/84 ff LOT207 B&D5 El340 SE F.D. TEST LOCATION tW4 346' 11/29/M CF LOT 208 8N470 El285 4 SEE F.D. TEST LDCATICN W’ 347' 11/2¶/84 SF iloPE L189 4tW.l E745 6 SE F.D. TEST LOCATION MP 348- 11/2¶/84 SF SLOPE L187 4WO E87D 6 SEE F.D. TEST LDCATICN W 349’ 11/29/84 SF SLOPE L186 4N670 E99D SEE F.D. TEST LDCATICN KW6 350. 11/29/84 ff SLOPE I.211 7N400 El090 9 YE F.D. TEST LDCATICN MAP 351. ll/WB4 CF SLOPE L203 7N325 E870 6 SEE F.D. TEST LDCATICN MAP 352" 11/30/&l CF SLOPE L204 7N350 E965 SE F.D. TEST LDCATICN f4W6 353- 11/X1/84 CF SLOPE I205 7N38D El055 6 SEE F.D. TEST LDCATIorl MP 354- 11/30/84 CF SLOPE 202 7N340 E775 SEE F.D. TEST LDCATICN d 355. 11/30/84 S= SLOf’E L2416N-055 E225 9 SE F.D. TEST LDCATICN l4W 356. 11/30/84 SF SLOPE L 245 6N-025 E490 9 SEE F.D. TEST LDCATICN t44' 357- 11/30/84 SF SLOPE l-249 6N-010 E755 3 SEE F.D. TEST LDCATICN W’ 358- 11/51/B4 SF SLOPE L251 6W25 E875 11 SEE F.D. TEST LOCATION WP 359- 11/30/84 CF SLOPE L199 5N380 E605 SEE F.D.TEST LOCATION W4 360' ll/m34 CF YDfE L203 7N340 E845 SEE F.D. TEST LOCATION f4W6 361- 11/30/84 CF SLOPE L183 B&60 SEE F.D. TEST LDCATICti WP6 362- 12/03/84 CF SLDF'E L2D6 7N440 El125 6 SEE F.D. TEST LDCATICN MAP 363- l2/03/84 CF SLDPEL202 7N360E795 SEE F.D. TEST LOCATION NW6 364- 12/03/&i CF SLOPE I204 7N380 E985 SEE F.D. TEST LOCATION WP’ uva-4 EPTH (M) 175.0 175.0 171.0 171.0 172.0 174.0 199.5 204.0 205.0 168.0 168.0 171 .o 170.0 172.0 152.0 143.0 156 .O 153.0 176.0 176.0 177.0 181 .O l83.0 184.0 DRY oOrS(W) NlIRUiX(%) FfLATIVE WPRKS FIELD MX FIELD CPT CIXPACTIffl 101.5 115.5 17.6 14.0 108.0 115.5 14.9 14.0 109.9 115.5 13.6 14.0 105.2 114.0 14.3 14.5 107.1 115.5 13.6 14.0 110.0 115.5 14.9 14.0 109.9 113.0 18.3 17.0 105.4 113.0 17.6 17.0 103.5 113.0 20.5 17.0 105.6 116.0 16.3 13.5 103.0 113.0 22.0 17.0 105.8 113.0 21.2 17.0 105.3 113.0 20.5 17.0 105.6 113.0 22.0 17.0 112.5 116.0 15.8 13.5 110.8 116.0 19.0 13.5 105.1 113.0 11.7 11.5 111.0 119.5 13.6 12.0 105.4 115.5 19.0 14.0 104.6 113.0 20.5 17.0 102.9 113.0 22.7 17.0 103.7 113.0 20.5 17.0 103.3 ll3.0 19.0 17.0 114.3 117.5 U.6 12.0 88. mEsTEDw TESTra342 94. MEST OF TESTNo 95. 92. 93. 95. 97. 93. 92. 91. 91. 94. 93. 93. 97. 96. 93. 93. 91. 93. 91. 92. 91. 97. -. -- -, -. -~ .-~ -~ -. -~ -~ -. -~ -,~ -~ -~ -~ - -.. SumpRY OF FIELD CENSITY TESTS PAGE 17 PKNECTNIEBER: 483IXO1-09 PRCGCT~::YBON,PHQE8 TEST TEST TES1 No DATE OF 365. l2lowB4 CF 366- 12/05/84 ff 367'l2/05/84 ff %a- 12/05/84 CF 369. l2/D5/84 ff 370' l2/06/84 CF 371' l2lW84 ff 372. R/06/84 SF 373. 12/06/84 SF 374. 12107184 SF 375. wo7/84 SF 376' Q/07/84 SF 377- l2/07/B4 SF 378- P/10/84 CF 379- 12/lO/a4 CF 380- l2llOh34 CF 381’ 12llDl84 CF 382- l2/10/84 a 383’ WlOl84 CF 384’ l2llOlB4 l-2 385- l2llOle4 CF 3&i- X/10/84 ff 387' WlOl84 ff 3% 12/10/84 ff TEST LOCATION SDIL TWE WT Xi 7N43D E850 SEE F.D. TEST WC4TIDN MP" LOT 205 7N455 E995 YE F.D. TEST WCATION MP4 LOT 206 7N490 El065 6 SEE F.D. TEST WCATION w LOT 204 7N405 E935 !ZEF.D.TESTWCATI(NEup6 ANACAPbZ2+CXl 7N31D El210 6 SE F.D. TEST WCATIDN f4'P i'NAC4PPZ3+85 8N425 El355 4 SEE F.D. TEST WCATION &'F' I\NAckPPZ3+05 8N3BO El285 6 YE F.D.TESTWCATION MAP UPE L254 7No40 El065 11 SEE F.D. TEST WCATICN l4'P SLOPE L257 7No55 El265 11 SEE F.D. TEST LDCATION MP SLOP 2581261 7Nl30 El420 11 SEE F.D. TEST LOCATION MP SLOPE L336 BN160 El610 6 SEE F.D. TEST WCATION w YCH L334 81910 El780 6 SEE F.D.TESTWCATION w SLOP 333E.2 8N315 El820 11 SEE F.D. TEST WCATIOW k'P BUTTIES 7 &d6B5 El475 6 SEE F.D. TEST WCATIaY MAP 6UTKESS 7 8N660 El445 6 SEE F.O. TEST LOCATION MAP LOT 206 7N52U El055 SEEF.D.TESTWCATIM~6 BurCaSS 7 8’650 E14DD 6 SEE F.D. TEST WCATIaJ bt'P BUTWSS 7 8N725 El505 6 SEE F.D. TEST WCATI(N MP BUTTESS 7 8N630 El395 6 SEE F.D. TEST WCATION MP LOPE L165 4k375 E865 SEE F.D.TEST LOCATIW HAP' BUTTESS 7 BN755 El575 6 SEE F.D. TEST LDCATICN ElAp BJTTIESS 7 Bd745 El545 6 SEE F.D. TEST WCATI(E( w\p BuTMSS7 8N720E1485 6 SEE F.D. TEST WCATION t@P 8UTMSS 5 fN975 El030 6 SE F.D. TEST LOCATION MN’ ELEVOR Cm-Ii VW 185.0 188.0 191.0 185.0 160.0 165.5 166.5 154.0 155.0 162.0 156.0 l39.0 155.0 159 .o 162 .O 193.0 167.0 168.0 173.0 213 .O 170.0 173.0 176.0 210.0 CRY LENS(w) MlISTUfE(%j RELATIVE RMRKS FIELD MX FIELD O’T DIWACTIDN if4 101.7 1U.D 22.7 17.0 109.5 115.5 la.3 14.0 105.6 113.0 20.5 17.0 106.9 113.0 18.3 17.0 102.3 113.0 23.5 17.0 105.7 115.5 18.3 14.0 112.3 113.0 17.0 If.0 109.9 119.5 11.0 12.0 109.7 119.5 13.1 12.0 109.6 119.5 11.6 12.0 107.7 113.0 18.4 17.0 101.9 113.0 18.1 17.0 108.6 119.5 13.9 12.0 106.3 113.0 18.3 17.0 103.3 113.0 20.1 17.0 107.2 113.0 22.7 17.0 108.5 113.0 18.1 17.0 103.2 113.0 19.8 17.0 102.6 113.0 19.0 17.0 103.2 113.0 19.8 17.0 103.3 113.0 22.7 17.0 105.3 113.0 23.5 17.0 101.9 113.0 23.5 17.0 103.4 113.0 22.1 17.0 90. 95. 93. 95. 91. 92. 99. 92. 92. 92. 95. 92. 91. 94. 91. 95. 96. 91. 91. 91. 91. 93. 90. 92. SJIMRY OF FIELD MU-Y TESTS PAGE 18 - PKNECTNJWR: 4830601-09 PlXNECTfbW:WLYGCN,PHASE8 - TEST TEST TEST TEST LDC4TIIIu SOIL ELEVOR No DATE OF .- 389- 12/10/84 CF 390. 12114184 CF .- 391- 12114184 ff .-. 392’ 12/14/84 CF 393. u/14/84 CF .- 394’ l2/14/84 CF 395. 12114184 CF - 396” P/17/84 CF - 397. l2/17/84 CF 398. u/17/84 CF - 399. 12/17/&l CF 400. l2/17/84 a - 401- 12/17/M ff ..- 402- l2/17/84 CF 403' u/17/84 CF - 404. OlllDl85 ff 405’ OlllDl85 CF - 406- 01/14/85 CF 407' 01/15/85 ffi 408' 01/15/85 FG - 409' 01/l5/85 FG 410. 01/15/85 FG 411' 01/15/85 FG 412' 01/15/85 FG .- l-m BUl-FfSS 5 BN99U El240 6 SEE F.D. TEE LOcATIaY HP BUi-lKSS78&7WE1480 6 SEE F.D.TEST LOCATICN W EUTMSS 7 8N740 El525 4 SEE F.D. TEST LDCATICN MW' BUTlESS 7 W50 El570 6 SEE F.D. TEST LDCATIQU l4’P LUJTTESS 7 84700 El460 6 SEE F.D. TEST LOCATION W WilESS 7 M765 El565 6 SEE F.D. TEST LOCATION W' SWPE L268 8M15 El360 4 SEE F.D. TEST LOCATICN MAP BUTFESS 7 Ed710 El500 4 !%E F.i. iEiT LiCATiCN t"N WTWSS 7 8N715 El465 6 SE F.D. TEST LOCATION W’ SLOPE !JO7 6X585 El305 6 SEE F.D. TEST LOCATICN MAP BuTKfSS 7 W.i7D E14M 6 YE F.D. TEST LDCATICN MAP LOT 185 8NJ4U El105 SEE F.D. TEST LOCATICN MP6 LOT 184 6 SEE F.D. TEST LOCATION W' LOT 283 SE F.D. TEST LOCATION MP6 LOT la2 6 SEE F.D. TEST LOCATION MP LOT 181 8M30 El310 SEE F.D. TER LDCATICN NW' LOT 180 8N75D El360 SEE F.D. TEST LDCATICN NW'" LOT 170 4N905 E580 SEE F.D. TEST LDCATICN t4W6 LOT 170 4ti925 E575 6 SEE F.O. TEST LOCATICN W!J LOT 171 4W25 E605 6 EE F.0. TEST LDCATICN W- LOT 172 4N765 E635 SEE F.D. TEST LDCATIM tW6 LOT 172 4N790 E640 6 SEE F.D. TEST LDCATIUd NW LCT 173 4N765 E715 SEE F.D. TEST LOCATION Id LOT 174 4N780 E775 YE F.O.TEST LOfNI(Iy MP6 EPTH (=u 209.0 180.0 181.0 182.0 184.0 185.0 188.0 190.0 194.0 192.0 193.0 198.0 201.0 233.0 202.0 207.5 208.0 211.0 212.6 212.5 212.2 212.2 211.9 211.4 DRY DENS(PCF) MaISM(%) FELATIVE FHRKS FIELD MAX FIELD BT DWACTIffl 106.6 ll3.0 18.8 17.0 103.6 113.0 23.5 17.0 104.1 115.5 18.3 14.0 106.5 113.0 22.7 17.0 105.6 113.0 Xl.5 17.0 105.2 113.0 22.0 17.0 103.7 115.5 17.0 14.0 105.6 115.5 17.0 14.0 103.9 113.0 22.0 17.0 104.7 113.0 22.7 17.0 105.0 113.0 22.0 17.0 105.1 113.0 17.6 17.0 105.7 113.0 22.0 17.0 106.9 113.0 18.3 17.0 104.9 113.0 22.0 17.0 108.3 117.5 10.7 12.0 103.4 113.0 22.7 17.0 103.0 113.0 21.4 17.0 90.2 113.0 17.9 17.0 103.4 113.0 16.5 17.0 93.8 113.0 23.5 17.0 100.2 113.0 24.1 17.0 99.3 113.0 20.9 17.0 1fM.B 113.0 25.2 17.0 (%I 94. 92. 90. 94. 93. 93. 93. 91. 92. 93. 93. 93. 94. 95. 93. 92. 92. 91. 80. 92. 83. 89. aa. 69. fElEsTEDm TEST No 414 ErEsTEo ON TEST No 410 EEST OF TEsrMJ409 ErEsrEo ON TEST NO 425 MESTEDUi TEST NO 427 SUHWY OF FIELD OENSITY TESTS P&E 19 - - - - -. - -~ _. ..~ - .~- .- -~ -~ -~ PfiOJEaNJER: 48-l-09 FWECTNAK::YGCti,Ptl4SEB TEST TEST TEST TEST LOCATION SOIL ta DATE OF TYPE 413. 01/15/85 FG LOT 175 4N740 Ed35 SEE F.D. TEST LOUTION d 414- Ol/15/85 FG LOT 170 4N87D E570 6 SE F.D. TEST LDC4TIffl MP 415’ D1/16/85 FG LOT 180 8N730 El380 6 SEE F.D. TEST LDCATICtd NW 416" 01/16/85 FG LOT 182 8%70 El275 SEE F.D. TEST LDCATION NW6 417’ 01/16/85 FG LOT 176 4N740 E905 SEE F.D. TEST LOCATIOU MP6 418- 01/17/85 FG LOT 178 4N72U El030 SEE F.D. TEST LDCATI(Iv WP6 419’ 01/17/85 FG LOT 184 BhWO El265 SEE F.D. TEST LDCATICN WP6 420. Ol/lB/85 SF BEHIND L179 WI5 El455 6 SEE F.D. TEST LDCATION MP 421- Ol/l8/85 SF BEHIND L184 8N520 El205 6 SEE F.D. TEST LDCATICN W 422’Ol/l8/85 SF IZHIML2047N355E915 6 SEE F.D. TEST LOCATIUN WP 423' OlllBl85 SF BEHIN) L199 5N395 E5B5 5 SZE F.D. TEST LOCATICN NW' 424. 01/18/&i SF i3EHIND L199 5N395 E600 5 SEE F.D. l-EST LOCATION MP 425- 01/21/85 FG LOT 173 4M785 E725 SEE F.D. TEST LOCATION MP6 426- 01/21/85 FG LOT 175 4W75 E850 6 SEE F.D. TEST LOCATION WP 427. 01/21/85 FG LOT 174 4N78D E79D SEE F.D. TEST LOCATICN MW6 428' 01/21/85 SF BEHIND L?D2 7N320 E7BO 6 SE F.D. TEST LOCATICN W’ 429- 01/21/85 SF BEHIND 1182 8&580 El325 6 SEE F.D. TEST LOCATION MP 430' Oll21lffl SF BHINO U77 Bti775 El590 6 SEE F.D. TEST LOCATION MP 431' 01/22/85 FG LDT 176 4N760 E885 6 SEE F.D. TEZJ LOCATION W' 432- 01/22/85 FG SEEF.D.TESTLOCATI(NW6 LOT 178 4N755 El025 433’ 01122.05 FG LDT 206 7615 El035 SE F.D. TEST LDCATICN MAP6 434. 01/22/85 F6 LOT 204 7N44D E94ll SEE F.D. TEST LDCATICN W3 435. 01/22/85 FG LDT SEEF.D.TESTLDCATIMt4'6 202 7N430 E795 436. D1/23/85 FG LDT200 5N430 E660 SJiEF.D.lESTu)CATI(NW1 REV a2 r.mH i=u 211.1 212.6 203.9 207.6 210.7 209.1 203.7 205.0 193.0 184.0 181.0 181.0 211.9 211 .l 211.4 163.0 lB5.0 190 .o 210.7 209.1 195.6 189.1 187.2 186.5 DRY ENS(FG) MOISTLE(%) kfLATIVE WRiS FIELD MAX FIELD CPT rnlPAcTIoN 93.4 ll3.0 23.6 17.0 101.7 ll3.0 18.4 17.0 101.7 ll3.0 21.4 17.0 103.7 113.0 22.8 17.0 100.6 113.0 23.5 17.0 100.8 113.0 22.8 17.0 lD6.7 113.0 20.0 17.0 102.4 113.0 22.5 17.0 102.9 113.0 23.4 17.0 102.2 113.0 21.7 17.0 98.7 111.0 25.2 15.5 101.9 111.0 22.9 15.5 101.9 113.0 22.2 17.0 101.8 113.0 20.6 17.0 101.6 113.0 23.7 17.0 103.2 113.0 20.0 17.0 102.2 113.0 24.1 17.0 103.4 113.0 21.2 17.0 103.7 113.0 21.8 17.0 103.6 113.0 22.9 17.0 104.3 113.0 21.1 17.0 102.2 113.0 16.7 11.5 106.4 113.0 20.3 17.0 115.3 117.5 10.1 12.0 (%I- 88. 90. 90. 92. 89. 89. 94. 91. 91. 90. 89. 92. 90. 90. 90. 91. 90. 92. 92. 92. 92. 90. 94. 9% RETEsMDN TESTKl426 FETEST OF TESTNo mSTEDON TEST No 431 RETESTEDCN TESTNo ftiTESTEDCN TEST No 424 WEST OF TEsTNo RETEST OF TEST No 411 RETEST OF TEST No 413 FEE.9 OF TEST No 412 ETEST OF TEST No 417 ETER OF EST r-u 418 SUMWYOFFIELDCUJSIM TESTS PAGE 20 PiWECTNltCER:4830601-09 mmtm: wGoN.pHAya - TEST TEST TEST TEST LOCATION SOIL EiXV OR DRY CCNS(pcF) WSTIJ~(%) FELATIVE I-EMS No DATE OF l-m CEPni FIELD MX FIELD (PT DWACTION 04 -. 437' D1/23/85 FG LOT 198 5N435 E575 1 SE F.D. TEST LDC4TIoN M9P 438- D1/23/85 FG LDT 227 W415 E455 6 SE F.D. TEST LDCATIM W’ 439' 01/23/86 FG LOT 231 5W5 E200 SEE F.D. TEST LOCATIOV do 440- 01/24/85 FG LOT 1% 5N565 E3.?0 6 SEE F.D. TEST LDCATKN l4'P 441’ 01/24/85 FG LDT 229 5N430 E245 6 SEE F.D. TEST LDCATICN MAP 442- D1/24/85 FG LDT 251 CM0 E865 SEEF.D.TESTUICATIIW1 443. 01/24/85 FG LOT 253 7M95 E980 1 SEE F.D. TEST LOCATION MP 444' 01124185 FG LOT 237 6Ex120 E-020 9 SEE F.D.TESTLDCATIDN WP 445' D1/28/85 FG LOT 225 5N260 E400 SEE F.D. TEST LOCATION MAP6 446- 01/28/85 FG LOT 233 5N175 El80 SE F.D. TEST LOCATION do 447. 01/28/85 FG l5T 235 5N?O5 EO25 6 SEE F.D. TEST LOCATI(EI MAP 448’ D1/28/85 FG LDT 223 5N200 E5C5 SEE F.D. TEST LDCATI(N W6 449’ 01/28/85 Fli LOT 221 5N325 E545 6 Fw 165.7 108.0 117.5 15.9 12.0 179.3 104.5 113.0 22.5 17.0 163.7 108.3 119.0 22.5 12.0 181.8 103.9 113.0 24.8 17.0 173.8 108.4 113.0 19.6 17.0 159.6 114.7 117.5 12.7 12.0 160.3 113.5 117.5 15.9 12.0 159.6 107.1 116.0 21.4 13.5 165.2 106.5 113.0 20.3 17.0 158.2 116.4 119.0 16.8 12.0 159.2 103.6 113.0 17.&l 17.0 160.7 103.0 113.0 25.2 17.0 163.5 101.6 113.0 22.1 17.0 162.1 106.7 113.0 24.0 17.0 157.8 108.9 116.0 22.9 13.5 158.4 119.5 119.5 17.3 12.0 158.9 107.9 119.5 19.3 12.0 160.8 116.5 117.5 13.1 12.0 166.6 112.2 117.5 14.1 12.0 183.3 104.6 113.0 22.0 17.0 179.8 100.2 113.0 23.2 17.0 184.8 109.5 119.0 19.3 12.0 185.5 106.6 116.0 22.0 13.5 186.3 106.5 116.0 21.4 13.5 SEE F.D. TEST LOCATIW MP 451). OllW85 FG LDT 219 6NZO E675 SEEF.D.TESTUXATIM'J'~ 451' 01/31/85 FG LOT 245 6No55 E470 9 SE F.D. TEST LOCATION WP 452' 01/31/85 FG LDT 247 6No35 E590 SEE F.D.TEST LOCATION d 453' Dl/3l/85 FG LDT 249 6No45 E730 SEE F.D. TEST LDCATKN h'i1 454' D1/31/85 FG LOT 255 7NUl El125 1 SEE F.D. TEST LDCATICN W' 455. 01/3l/85 FG LDT 257 7N115 El220 1 SEE F.D.TESTLDCATION W 456' 01/31/85 FG LOT 263 &W&70 El455 SE F.D. TEST LOCATICN HAP' 457' 01/3l/85 FG LDT 207 8N490 El360 SEE F.D. TEST LOCATION NW6 458' D1/31/& FG LDT 194 513670 E430 SE F.D. TEST LOCATION do 459. 01/31/&5 FG LOT 192 5titX1 E560 SE F.D. TEST LOCATICN MP9 460' 01/31/85 FG LOT 190 5M20 E665 SEE F.D. TEST LOCATI(Iy NW" 92. 92. 91. 92. 96. 98. 97. 92. 94. 98. 92. 91. 90. 94. 94. loo. 90. 99. %. 93. 89. RETEsrEDa4 TEST No 461 92. 92. 92. - - pmfl NIMER : 4830601-09 MtJECTNME:POLYGi?i.PHAYB WWY OF FIELD LENSITY TWS PAGE 21 .- TEST TEST TEST TEST LDCATI(Iy SD11 No DATE OF Tm ~~- 461’ 02/06/85 FG 462- om6/85 FG .-~ 463- 02/06/85 FG 464' WW85 FG 465' 02lw85 FG - 466. D2/06/85 FG 467' 02/07/B5 FG - 468' 02/07/85 FG -, 469. 02lGW85 FG 470' 02lCW85 FG - 471. 11/m/84 S&l 472' 11/08/84 XI -~ 473' 11/w&l sn .~. 474' lllCW84 SM 475- llmM4 St4 - 476' ll/G9/84 SM 477- 11/09/84 SN .- 478. 11/C9/84 SA .- 479- 11/09/84 SH 480- Dl/lO/& St4 - 481^ 01/10/85 sn 482. 01/11/85 SM 483. 01/11/85 SH 484' 01/21/85 sn - LDT2078NS35E1335 6 SEE F.D. TEST LOCATICN MP LDTM98N430 El.235 SEE F.D. TEST LOCATION MP6 LOT 211 7N355 El125 SEE F.D. TEST LDCATICN t4i LDT 2l3 7W45 El010 6 SEE F.D. TEST LOCATION W LOT 215 7N265 EB90 11 SEE F.D. TEST LOCATION MP LOT 217 7N240 E770 11 YE F.O. TEST LOCATION MAP LOT 270 8N520 El655 SEE F.D. TEST LOCATION HW' LDT 272 8N475 El535 SE F.D. TEST LDCATIM d1 u)T 274 8N355 El420 SEE F.D. TEST LOCATION MAP6 LDT 259 7N235 El380 SEE F.D. TEST LOCATION tW6 ANACAPA lo+40 SEE F.D. TEST LDCATICN W4 ANACAPA lo+70 SEE F.D. TEST LDCATIUY MAP4 ANACAPA 12+5 SEE F.D. TEST LOCATION NW4 EAWENTL237 9+lO SEEF.D.TEST!XATKNW4 ANACAPA 11+35 SEE F.D. TEST LOCATION MW4 EAWENTL2379+45 5 SEE F.D. TEST LOCATION Wf' EASHENT 1237 9+30 SEE F.D. TEST LOCATION WP5 EASEmTL237 9+60 SE F.D. TER LOCATICN MW5 EASEKNTL237 99 SEE F.D. TEST LOCATICN MP5 BARCELONA 23+1D SEE F.D. TEST LDCATICN d BAR(TLONA2145 SEE F.D. TEST LDCATICN NW6 BARCELONA2395 SE F.D. TEST LOCATION W" BbR(ELONAZ3+85 SEE F.D. TEST LOCATICN NW6 TIBUKN lo+30 SEE F.D. TEST LDCATIM W4 ELEVCR IEPTH (MT) 179.8 171.5 163.3 160.7 159.9 159.3 185.0 182.8 178.3 167.5 -8.0 -8.0 -6.0 -12.0 -4.0 -12.0 -9.0 -9.0 -6.0 -4.0 -2.0 .O .O -3.0 DRY iXNS(FCF) HXlW(%) RLATIVE kENiRKS FIELD MX FIELO BT DlWACTIffl 108.2 ll3.0 22.0 17.0 104.0 ll3.0 18.9 17.0 113.9 119.5 14.6 12.0 102.3 ll3.0 22.7 17.0 111.2 119.5 13.4 12.0 111.2 119.5 17.0 12.0 107.8 113.0 20.7 17.0 109.7 119.5 19.4 12.0 108.0 113.0 22.1 17.0 101.7 113.0 21.9 17.0 100.8 115.5 16.2 14.0 107.5 115.5 15.5 14.0 109.9 115.5 11.7 14.0 95.7 115.5 18.0 14.0 109.7 115.5 13.6 14.0 101.9 111.0 16.3 15.5 94.4 111.0 16.0 15.5 101.0 111.0 19.5 15.5 101.5 111.0 17.9 15.5 103.5 113.0 18.8 17.0 104.1 113.0 21.4 17.0 101.1 113.0 21.4 17.0 102.6 113.0 21.0 17.0 96.3 115.5 18.8 14.0 i%l 96. 92. 95. 91. 93. 93. 95. 92. 96. 90. 87. 93. 95. 83. 95. 52. a5. 91. 91. 92. 92. 89. 91. 83. WEST OF TEST M 457 ETEsTEDa4 TEST No 472 RETEST OF l-EST No 471 BTESTEDCli TEST No 476 IETEST OF TEST NO 474 MESTEU OJ TEST NO 478 El-W OF TEST No 477 R3EsTEDa4 TEsTND483 RETEST OF TEsTNo KTESTEDW TEsTw486 -~ -. _ .~. -~ -. -~ -~ ._~ -. -- -~ -. -. -. TEST TEST TEST TEST LOUTION No DATE OF 485' Ol/21/85 SM 486’ 01/21/85 SM 4d7- 01/21/85 SJI 488’ 01/21/85 94 489- 01/21/85 9 490- 01/21/85 SM 491. 01/22/& SH 492- 01/22/85 SJ4 493’ 01/22/85 ZJI 494- 01/22/85 SM 495. 01/22/85 i 496- 01/23/ffl SM 497’ 01/23/85 SM 498- 01/23/ffl SM 499- 01/23/85 9 5OV 01/24/85 9 501’ 01/24/M 9 502. 01/24/85 P 503. 02/01/85 Stl 504- 02/01/85 sn 505’ 02/01/85 Y 506’ 02/01/85 SM 507’ 02/01/85 Sm 508- 02/06/85 sbl sutwJ7Y OF FIELo CCNSITY TESTS SOIL ELEV w pm EPTtl FW TIsllm 13+00 6 SEE F.D. TEST LO0iTIM MP TIBURIN lo+55 4 SEE F.O. TEST LOCATICN W TIBURON 9+85 SCE F.D. TEST LOCATKN N’P4 TIE#A)N 1190 SE F.D. TEST LOCATKN Wb LOT 167 4 PE F.D. TEST LOCATION tW' TIBUFdON 14+35 SEEF.D.TESUOC4TIMMW6 TIBUldWU 15+15 6 SEE F.U. TEST LOCATICN W’ UEtCNTE 1140 SEE F.D. TEST LOCATION MW6 UEIENTE 10+45 6 SEE F.D. TEST LOCATICN MAP CZdlNAIlO 24+35 6 YE F.D. TEST LOCATION W’ LOT 159 6 SEE F.O. TEST LOCATION W’P UXdlNAOO 23+l5 SEE F.D. TEST LOCATION NW6 rnIMNhM) 23+25 SEE F.D. TEST LOCATILlv MP6 mfalNPD0 23+70 6 SEE F.D. TEST LOCATION MAP LOT 181 6 SEE F.D. TEST LOCATION MP LOT 172 4 PE F.D. TEST LOCATICN MJ' LOT 177 6 SEE FA. TEST LOCATION WP LOT 161 SE F.D. TEST LOCATICN HW' mtalNm 22+45 SEE F.D. TEST LOCATI(N MAP6 COllONADO 21+55 YE F.D. TEEST LOCATICtd NW6 LOT 183 6 SEE F.D. TEST LOCATIW MI\p~ rnKlN/w22+00 SEE F.D. TEST LOCATICN MAP6 mrcwo21+05 SEEF.D.TESTlJlCATIONW6 rnFuNAW 2O+50 SCE F.D. TEST LOCATION NAP6 -3.0 102.5 ll3.0 22.6 17.0 -3.0 105.1 115.5 16.5 14.0 -1.0 103.7 115.5 17.5 14.0 -1.0 104.1 113.0 20.7 17.0 -1.0 105.2 115.5 la.0 14.0 -3.0 104.0 113.0 18.7 17.0 -1.0 104.6 113.0 20.6 17.0 -3.0 104.5 113.0 17.9 17.0 -1.0 103.1 113.0 19.5 17.0 -5.0 101.3 113.0 21.3 17.0 -3.0 104.1 113.0 18.6 17.0 -3.0 101.2 113.0 20.5 17.0 -3.0 107.3 113.0 19.9 17.0 -1.0 101.9 113.0 20.3 17.0 -1.0 103.8 113.0 20.8 17.0 -1.0 105.5 115.5 14.9 14.0 -.5 102.7 113.0 20.8 17.0 -1.0 101.7 113.0 20.8 17.0 -8.0 106.5 ll3.0 18.3 17.0 -6.0 107.5 ll3.0 20.3 17.0 -2.0 104.8 113.0 18.8 17.0 -4.0 105.5 113.0 18.1 17.0 -2.0 104.1 113.0 18.4 17.0 -4.0 104.9 113.0 113.8 17.0 P/v.% 22 URY usJS(FtF) tWiTWf(%) !WATIVE RSRKS FIELD MX FIELD OPT OWACTIffl (%I 91. 91. 90. 92. 91. 92. 93. 92. 91. 90. 92. 90. 95. 90. 92. 91. 91. 90. 94. 95. 93. 93. 92. 93. EE.T OF TESTNO 484 FETESTEO CN TEST No 497 RETST OF TEST No 496 SUWRY OF FIELD OENSITY TESTS PAGE 23 - .-, - .~ - .-~ -~ - - . - - - PRDIECT NJMBER:4830601-09 PRUJECTNbX::YG(W,PHASE B TEST TEST TEST TESTLDUTIDN SOIL ELEV OR DRY CCNS(FCF) MoISTUFE(%) RELATIVE IWRKS No DATE OF TYPE LwlH FIELo t44x FIELO CPT DlbPACTIoN 509' 02/06/85 St4 OORWAW 20+70 SEE F.D. TEST LOC4TICN M4P6 510. 02/07f85 94 mww0 15+55 SE F.D. TEST LDCATICN MP6 511- 02/07/85 SM CXXWWD 18+75 SEE F.D. EST LDcATICd MAP’ 512- 02/07/85 9 LDT 197 1 SEE F.D. TEST WCATICN Ey\p 513' 02/07/85 1 LOT 202 SE F.O. TEST LDCATICN d 514. 02/07/85 sl miwoNAD0 18+9U 1 SEE F.D. TEST WCATIUd MAP 515- 02/07/85 Sm LDT 188 1 EE F.O. TEST LOCATICN lrAp 516- 02/07/85 SM ANACAPA 12+80 9 SEE F-0. TEST LOCATION MP 517' 02/07/85 S. LOT 243 SEE F.O.lEST WCATICN MAP9 518- 02/07/85 SM miXN/'DD 16+05 9 SEE F.D. TEST WCATICN h&' 519- 02/07/&i 9 WT 205 1 SEE F.D. TEST WCATKN NG' 520. 02/07/s SM CoRoNADo 19+55 SEE F.O. TEST WCATKN MAP' 521' 02/07/85 Sd ANACAPA 13+55 SEE F.D. TEST WCATI&i t4U" 522- 02/07/85 9 LOT 244 SEE F.D.TEST WCATKN IN" 523. 02/07/85 SL LOT lY9 9 SEE F.O. TEST LDCATICN IUP 524' 02/07/85 9 LOT 192 SEE F.O. TEST WCATICN N'P' 525' 02/07/85 SM bNAC4PA 13+85 YE F.D. TEST WCATICN Ml\p' 526- 02/08/85 SM CORONAW 17+25 SEE F.D. TEST LDCATION NW9 527' 02fW85 SM COlioNMO 20+05 SEE F.O. TEST WCATICN t+P' 52X 02fW85 St4 NUCiPA 13+25 SEE F.D. TEST LDCATICN h'Pg 529. 01/25/85 SD BET LDTS 179fl80 SEE F.O. TEST LDCATICN t@P6 530- 01/25/85 XI tET LOTS 179fl80 SEE F.D. TEST LOCATION Id 531- 01/25/85 SO BZT LOTS 179/180 SEE F.O. TEST LOCATION MAPb 532' 01/25/85 %I tET LOTS 179/180 SEE F.U. TEST WCATION HAP6 WV -2.0 102.7 113.0 aO.2 17.0 -4.0 103.3 113.0 24.6 17.0 -4.0 99.9 117.5 14.8 12.0 -2.0 105.9 117.5 17.8 12.0 -3.0 107.2 116.0 19.8 13.5 -4.0 112.2 117.5 17.0 12.0 -2.0 105.6 117.5 19.3 12.0 -6.0 108.3 116.0 18.2 13.5 -4.0 109.3 116.0 19.2 13.5 -2.0 106.7 116.0 19.8 U.5 -1.0 108.8 117.5 17.6 12.0 -2.0 107.0 117.5 14.2 12.0 -4.0 112.4 116.0 18.7 13.5 -2.0 111.3 116.0 19.5 13.5 -1.0 106.9 116.0 19.5 13.5 -1.0 105.8 116.0 18.0 13.5 -2.0 109.9 116.0 18.0 13.5 .O 106.8 116.0 19.8 13.5 .O 106.4 117.5 14.7 12.0 .O 110.3 116.0 18.7 13.5 -10.0 104.5 113.0 19.3 17.0 -8.0 104.7 113.0 20.4 17.0 -6.0 110.0 113.0 19.7 17.0 -4.0 102.4 113.0 20.6 17.0 (%I 91. 91. 85. R3EsTEo ON TEST No 514 90. 92. 95. RiTEST OF TEST Ml 511 Yl. 93. 94. 92. 93. 91. 97. 96. 92. 91. 95. 92. 91. 95. 92. 93. 97. 91. - ,- ^,. .- ,~~ . . -. : .-. .-~ -. .-~ -~ _~ . . WWY OF FIELD iDUTY TESTS PAGE 24 PWllECTtUneER: 4830601-09 PRUJECT~: KLYGa.Pt!ASEB TEST TEST TEST TEST LOCATIOW SOIL REV OR IIRY DHS(pcF) HXTlJFE(%) FELmIVE REMRKS No DATE OF m EPlH FIELD MX FIELD LPT WF'ACTION VW 533' 01/25/@5 SD ET LOTS 179f180 SEE F.O. TEST LOCATIUN MP" -2.0 103.5 113.0 al.2 17.0 534- OlfXV85 SD CORINAXJ 24+40 6 -8.0 101.6 113.0 21.9 17.0 SEE F-0. TEST LOCATICN MP 535' 01/30/85 %I rnlaN/wO 23+60 tW6 -6.0 102.7 113.0 24.3 17.0 SE F.D. TEST LOCATION 536- 01/30/85 SD mWN/W F.0.TESTLOCATILE(W6 2490 -4.0 103.7 113.0 20.1 17.0 SEE 537. Ol/XV& Xl miWXl0 24+6tI NW6 -2.0 103.9 113.0 19.6 17.0 SEE F.O. TEST LOCATIIIU 538- OlfW85 So mFWLKl 25+50 d -4.0 106.5 113.0 21.4 17.0 SEE F.O. TEST LOCATICN 539' 01/14/85 SD 540' Olf14fa5 93 541- 01/14/85 so 542. Ol/l5/85 9J 54x- Ol/l5/85 so 544- OlfW85 rl 545- 01/15/85 so 546. 01/15/85 so 547. 01/25/85 SJ WELONA F.0.TESTu)CATIWW6 22+10 -8.0 101.3 113.0 21.4 17.0 SEE EAR(ELONA23+30 6 -6.0 103.3 113.0 22.1 17.0 SEE F.O. TEST LCCATION WP SEEF.0.TESTUICATIoNNW6 EiWELoNA22+90 -4.0 102.2 113.0 21.9 17.0 BARcELaYA22+45 F.0.TESTUXATI(IvM'6 -2.0 102.4 113.0 23.0 17.0 SEE 2ARLELWA21+60 Wf'6- .O 103.5 113.0 22.1 17.0 SEE F.O. TEST LOCATION MR(ELONA SEEF.0.TESTLOCATI[X(W6 24+75 -3.0 105.7 113.0 19.9 17.0 MUELONA 24+3 MP6 -1.0 105.0 113.0 20.6 17.0 SE F.O. TEST LOCATICU &WELfflA26+85 W6 -1.0 103.9 113.0 20.1 17.0 SEE F.O.TEST LOCATI(Iy ETEEN LOTS 179f180 MP6 -14 .o 103.2 113.0 23.2 17.0 SEE F.O. TEST LOCATION 548' OU25fd5 9 BETEEN LOTS 179/M W6 -12.0 102.4 ll3.0 25.2 17.0 SE F.O. TEST LOCATION 549' ouw85 SD rnrawa 25+70 f4'P6 -2.0 104.0 113.0 23.5 17.0 YE F.O. TEST LOCATION 550- WCW85 SD tEThEEN LOTS 179fl80 f4’P6 -1l.O 101.9 113.0 19.5 17.0 SEE F.O. TEST LOCATION 551- W&/85 SO ETEEN LOTS 179/M W6 -10 .o 101.8 ll3.0 18.9 17.0 SEE F.O. TEST LOCATION 552' W&/85 So EMEN LOTS 179/M 6 -8.0 103.0 113.0 20.1 17.0 SEE F.O. TEST LOCATION MP 553' OZfCU85 SO ETEEN LOTS 179/l80 MP6 -5.0 105.1 113.0 19.8 17.0 SE F.O. TEST LOCATIM 554' WO6/85 Sl ETEEN LOTS 179fl80 t4W6 -3.0 102.4 113.0 19.4 17.0 SEE F.O. TEST LOCATICN 555' W&/85 SD ET&EN LOTS 179/l&l SEE F.O. TEST LOCATICN MP6 -1.0 104.8 113.0 2’3.7 17.0 556;'02/06/85 9 N/W LOT160 6 -3.0 106.0 113.0 18.3 17.0 SE F.O. TEST LOCATION W' (%I 92. 90. 91. 92. 92. 94. 90. 91. 90. 91. 92. 94. 93. 92. 91. 91. 92. 90. 93. 91. 93. 91. 93. 94. - SUWY OF FIELD mm-Y lE!xs PAGE 25 -. _- -~ _.. .~ -~ -.. -. -. -. -. -. _. -~ -. PFWECT NJMR : 4830601-09 WNECTNM:FUYGfN,PH&EB TEST TEST EST TEST LOC4TICN SOIL ta DATE OF 557' 02/06/85 a 558- 03/01/85 sl 559. Q3/01/&5 xl 560. 03/01/85 So 561.03/04/85 sl 562’03/04/85 sl 563- 03/04/85 SG 564' 03/04/85 SD 565" 03/W/85 SD 566;. 03/04/85 SG 567' WOW85 SG 568- 03/04/85 9 569' 03/&S/85 SG 570' 03/05/85 SG 571' OYom5 PB 572' 03/05/85 A8 573' OYlw85 so 574' 03/06/85 AB 575' 03/&/85 AB 576' U/06/85 A8 577' 03llm5 gl 578' 03/11/85 Sl 579’ 03/11/85 so 520. 03/11/85 SD WRLOT160 SEE F.O. TEST LOC4TICN MP" PNACAPA 11+80 6 SEE F.U. TEST LOCATION MP PNAUIPA 17+25 SEE F.D. EST LOCATION hW6 !hUPA 19+70 1 SEE F.D. TEST LOCATICN MP ANAC4PA 1960 SEE F.D. TEST LOCATIW MAP7 ANAGWA25+15 6 SEE F-0. TEST LOCATIQI( HAP EitRCEL(E(A25+Zd SEE F.O.TEST LOCATICN t4W6 PfUC4PA 24+40 6 SE F.D.TESTLOCATION I#' LOT 179 6 SEE F.O. TEST LOCATION W' BARlXLfNA22+85 6 SEE F.D. TEST LOCATICN W' w cLEfaTE 11+75 6 SEE F.D.TESTLOCATION WP NAC4PA 25+05 SEE F.O. TEST LOCATION NW6 afalNm23+65 6 9E F.D. TEST LOCATION MN’ TIBuliDN 11+70 SEE F.D. TEST LOCATIaU t4W6 E@.Q~LfNA22+90 XE F.D. TEST LOCATICN d2 SAFl ClElENTE 11+30 SEE F.U. TEST LOCATICN Id2 S-ET 11 SEE F.O. TEST LOCATION t4w6 CO~DNAUO 25+70 12 YE F.D. TEST LOCATION MP ComoNEsN) 22+lO SEE F.O. TEST LOCATICYd d2 TIBJUIUN 14+2U SEE F.D. TEST LOCATICN Md2 LOT 260 6 SEE F.D. TEST LOCATION W SEE F.D. TEST LOCATION W LOT 260 LOT 260 6 6 SEE F.O. TEST LOCATICd NW' SEE F.O. TEST LOCATICd NW' LOT 260 LOT 260 SE F.O. TEST LOCATIQY W6 SE F.O. TEST LOCATIQY W6 LOT 260 LOT 260 SEE F.O.TESTLOCATI(T( WP6 SEE F.O.TESTLOCATI(T( WP6 ELEVCU OEpni Fm -1 .o -2.0 -3.0 -3.0 -1.0 -5.0 .O -3.0 -3.0 .O .O -1.0 .O .O .O .O -1.0 .O .O .O -8.0 -8.0 -8.0 -6.0 DRY LENS(W) KIISTlJFE(%) MATIVE WMKS FIELD MAX FIELD CPT o)M'ACTIW 102.6 113.0 19.7 17.0 107.7 113.0 21.5 17.0 104.0 113.0 18.9 17.0 112.0 117.5 11.1 12.0 105.7 114.0 9.9 14.5 102.9 113.0 20.7 17.0 112.8 113.0 16.7 17.0 103.7 113.0 16.5 17.0 110.3 113.0 18.6 17.0 108.7 113.0 19.5 17.0 108.7 113.0 19.8 17.0 104.2 113.0 19.4 17.0 110.5 113.0 20.4 17.0 106.6 113.0 19.4 17.0 138.8 l35.0 5.4 5.0 140.4 135.0 6.3 5.0 103.0 ll3.0 16.9 17.0 142.4 135.0 6.3 5.0 144.2 l35.0 6.3 5.0 143.2 l35.0 7.5 5.0 85.2 113.0 19.0 17.0 93.7 113.0 18.5 17.0 101.4 113.0 19.0 17.0 110.3 113.0 19.4 17.0 (%I 91. 95. 92. 95. 93. 91. 100. 92. 98. 96. %. 92. 98. 95. 100. 100. 91. 100. loo. 100. 75. a. 90. 98. ErEsTEom TEST No 578 FfTEsTEocN TEST No 579 RZTEST OF TEST No 578 SJIHRY OFFIM CENS1l-Y TESTS PAGE 26 - PRiXKTNJMBER:483U601-09 PRCdECTNAbE::YGCN,PH4SE8 _-~ -. ..~~ -.~ -. .~. .-~ .-. -~ -~ - -~ .-. TEST TEST TEST TEST LOC4TICN SOIL No CIATE OF TWE 581. 03/U/65 9) LOT 261 SEE F.D. TEST LOC4TIffl MP" 582. 03/U/85 Sl LOT 260 6 SZE F-0. TEST LOCATUN HAP 583- 03/l2/85 SD LOT261 SE F.U. TEST LOCATICN W6 584‘ 03/l2/85 SJ LOT 261 6 SEE F.O.TESTL0CATK.N MAP 585” 03/U/85 SD LOT 261 6 SEE F.D. TEST LOCATI(N W' 586- WE%35 9) LOT 261 SE F.D. TEST LOCATKN HAP6 587’ 03/l2/85 So LOT 275 6 SEE F.D. TEST LOCATICN MP 588- 03/l2/85 SD LOT261 SE F.D. TEST LOCATICN NW6 589- 03/l2/85 9 LOT 275 6 SE F.D. TEST LOCATICN NW 590- 03/U/85 W LOT 261 SEE F.U. TEST LOCATION W6 591. 03/l3/85 SD LOT 260 6 SEE F.D. TEST LOCATION HAP 592’ 03/U/85 9 LOT 275 SEE F.D. TEST LOCATION id 593- 03/l3/85 SLl LOT 275 SEE F.D. TEST LOCATI(N MP’ 594. 03/U/85 50 LOT 261 SEE F.D. TEST LOCATKN MAP6 595. 03/l3/85 SD LOT 179 SEE F.O. TEST LOCATKN MAP6 5%- 01/23/85 WI TIWiW lo+90 6 SEE F.D. TEST LOCATICN ElAp~ 597- 01/23/85 Y LOT 167 SEE F.D. TEST LOCATION t4W4 598- 01/23/85 U LOT 172 SEE F.D. TEST LOCATION WP4 599. 01/23/S K LOT 176 4 SEE F.O. EST LOCATION bi 600’ 01/23/85 Ul TIMKIN l3+40 SEE F.D. TEST LOUTKN NW4 601’ 01/23/85 W LOT 164 SEE F.O. TEST LOCATION MP6 602. 01/24/85 Id E!ARcELMA 26+05 SE F.O. TEST LOCATION HAP6 603' 01/24/85 Wd BARCELONA 23+lO SEE F.D. TEST LOC4TICN NW6 604' 02/04/85 P! SPN aEKNlE SEE F.D. TEST LOCATICN WP6 aEva? EPTtl VW -4.0 -2.0 -6.0 -4.0 -1.0 -2.0 -4.0 -3.0 -3.0 -2.0 -.5 -2.0 -1.0 -4.0 -11 .o -1.0 -1.0 -1.0 -.5 -1.0 -1.0 -1.0 -1.0 -1.0 107.0 ll3.0 17.6 17.0 111.7 113.0 19.8 17.0 110.3 ll3.0 19.0 17.0 107.9 ll3.0 19.2 17.0 109.4 113.0 19.6 17.0 107.8 113.0 19.0 17.0 103.5 113 .o 19.0 17.0 105.2 113.0 19.6 17.0 106.7 113.0 20.0 17.0 110.4 113 .o 12.5 17.0 108.5 113.0 13.7 17.0 103.1 113.0 12.0 17.0 106.8 113.0 18.0 17.0 107.4 xi.0 19.8 17.0 108.0 113.0 18.4 17.0 101.4 113.0 18.2 17.0 103.6 115.5 12.0 14.0 107 .o 115.5 15.5 14.0 105.4 115.5 13.8 14.0 104.0 115.5 12.9 14.0 103.6 113.0 19.3 17.0 102.6 113.0 21.7 17.0 102.7 113.0 21.2 17.0 113.0 113 .o 17.0 17.0 bmTu~(%) FIELO Cf’T FfLATIVE EMRKS OIWACTION (%I 95. 99. 98. 95. 97. 95. 92. 93. 94. 98. 96. 91. 95. 95. 96. 90. 90. 93. 91. 90. 92. 91. 91. 100. SUmARY OF FIELO CENSITY lESTS PAGE 27 - -. -~ -. .~~ .-~ - -~ -~ -. -. -. - -.~ - -. .- PRXCT ItIMBER : 4830601-09 PKhJECTNNE : wLYGCN,PtW 8 TEST TEST TEST TEST LOC4TICN SOIL ta DATE OF TM 605. 05/30/85 606'05/30/85 607' a5/3/85 603‘ c6/2m5 609. C6/28/85 610- @i/28/85 611' 05/28/85 612' 05/28/85 613- 05/29/85 614. 05/29/85 615- 05/29/85 616^ 05/29/85 617- 07/Q/85 618^ 07/12/85 619. 07/Q/85 SG AWdPA SE F.O. TEST LOCATION MP4 SG PMGAPA 5 SEE F.O. TEST LOCATION W' SG ANACAPA SEE F.O. TEST LOCATIIIY NW5 34 PMWA SEE F.O. TM LOCATIUi Mb" St! PNWA 5 SEE F.0. TEST LOCATI(E( MAP St! ANKAPA SEEF.0.TESTLOCATXJWP4 SM ANWA SEE F.O. TEST LOCATI(w WP5 SN ANPUPA SEE F.O. TEST LOCATIOIU MP4 St4 PNAC4PA 5 SEE F.D. TEST LOCATIaV MAPS SM PNACAPA SEE F.O. TEST LOCATION MW4 ti ANKAPA 5 SE F.D. TEST LOCATIM MP Sll ANAC4PA SEE F.O. TEST LOCATION NW5 SM EASEtENT 1+70 L260/275 6 SEE F.D. TEST LOCATI(Iy MAP SA EAYKNT I+50 U60/275 6 SEE F.U. TEST LOCATION f4W Sl EAWENT 1+85 i260/275 6 SEE F.D. TEST LOCATION MAP 620. 07/15/B Stl EASEKNT 1+55 L260/275 6 SEE F.O.TEST LOCATIW WP 621' 07/l5/85 SH EASEKNT 1+65 L260/275 6 YE Fd. TEST LOCATICN I#' 622. 07/19/85 SH SIW EMS SE F.O. TEST LOCATI(E( MAP6 623- 07/19/85 SM S/W BLAS SEE F.U. TEST LOCATION MP6 624' 07/19/85 9 LOT 277 SEE F.O. TEST LOCATICN MP6 625- 07/19/85 ZJI S/W &LAS SE F.O. TEST LOCATIaV MP6 626' 627' 628' 07/19/85 07/17/85 07/17/85 TESTLOcATICtd EST L242/243 TEST LocATIcN M L242/243 TESTLOCATION tw6 hwl MP1 ELEVIX EPiH VW -1 .o -1.0 -1.0 -7.0 -6.0 -6.0 -7.0 -4.0 -3.0 -4.0 -4.0 -4.0 3.0 5.0 7.0 9.0 11 .o 4.0 4.0 4.0 6.0 3.0 2.0 2.0 DRY CENS(FCF) MISlUFf(%) RUTIVE EWRKS FIELO M4X FIELD OPT OWACTION 106.8 115.5 13.6 14.0 109.3 111.0 14.2 15.5 107.0 111.0 14.9 15.5 115.1 116.0 15.6 13.5 107.0 111.0 12.9 15.5 112.8 115.5 11.7 14.0 109.5 111.0 14.2 15.5 111.7 115.5 16.2 14.0 106.1 111.0 12.9 15.5 106.3 115.5 13.6 14.0 103.0 111.0 14.2 15.5 107.7 111.0 14.9 15.5 109.7 ll3.0 16.3 17.0 108.4 113.0 18.3 17.0 107.6 113.0 16.9 17.0 108.4 113.0 18.3 17.0 106.2 113.0 18.3 17.0 88.7 113.0 16.7 17.0 101.8 113.0 17.1 17.0 109.3 113.0 19.9 17.0 108.3 113.0 19.8 17.0 101.8 113.0 17.4 17.0 105.1 117.5 12.9 12.0 105.2 117.5 13.1 12.0 (%I 92. 98. 96. 99. 96. 98. 99. 97. 96. 92. 93. 97. 97. 96. 95. 96. 94. 78. R3EsTEo CN TERN623 90. fETEST OF TERN0622 97. 96. w. 89. msTEom TEsTNO 90. ETEST OF TESTw627 - - PWECTNlneER:4830601-@3 PmJEcTEwEE:FoLyGoN.PMEfJ SUM4RY OF FIELD IXNSIM lESTS PAGE 28 - TEST TEST TEST TEST LOIXTICN SOIL ELEV OR ORY CRiS(F'CF) miISMf(%) MATIVE WPRKS t&l DATE OF TVE EPni FIELD MX FIEUI CPT OXF'ACTION VW (%I - 629' 07/M/85 '4 EAStHN BET L242/243 4.0 102.3 113.0 18.2 17.0 91. SE F.O. TEST LOCATION MP6 630- 07/l8/85 rM EASXNTBiTL236/237 6 2.0 110.2 113.0 17.8 17.0 98. .- EE F.O.TEST LOCATI(Jy W 631- 07/19/85 SD EASEKNT L261 MAP6 4.0 107.7 113.0 17.6 17.0 95. SEE F.O. TEST LOCATICN - 632-07/22/85 St4 SPNBLAS d 8.0 110.5 113.0 16.7 17.0 98. SE F.O.TEST LOCATIOY - - - - -. APPENDIX E - -~ - -~ -~ - -, -. -~ -. -. -. -~ -. -. MAXIMUM DENSITY TEST RESULTS MAXIMUM OPTIMUM SAMPLE SOIL OESCRlPTbON DRY DENSITY MOISTURE (PCF) CONTENT (%) 1 Yellow-Brown Sand 2 Light Brown, Sandy Clay to Clayey Sand 117.5 12.0 3 Dark Brown, Sandy Clay 119.5 11.0 4 Yellow-Gray, Silty, Fine Sand 113.0 11.5 5 Pale Olive-Brown, Silty, Fine Sand 115.5 14.0 6 Olive-Green, Silty Clay 113.0 17.0 7 Pale Orange-Tan, Silty, Fine Sand 114.0 14.5 a Dark Olive-Brown, Sandy, Clayey Silt 115.0 12.0 9 Dark Brown, Sandy, Silty Clay 116.0 13.5 10 Dark Olive-Brown, Silty Sand 119.0 12.0 11 Beige to Tan, Silty Sand 119.5 12.0 5 Project No. 4830601-09 POLYGON B SUMMARY OF MAXIMUM DENSITY TEST RESULTS I I ~lau,mE-1 I APPENDIX F .- -. .-, .- -~ -~ ..~ .-. -. -~ -. .- -~ SLOPE MAINTENANCE GUIDELINES FOR HOMEOWNERS TIPS FOR THE HOMEOWNER Homesites, in generol, and hillside lots, in particular, need maintenance to continue to function and retain their value. Many homeowners ore unaware of this and allow deterioration of their property. In addition to his own property, the homeowner may be subject to liability for damage occurring to neighboring properties as a result of his negligence. It is therefore important to familiarize homeowners with some guidelines for maintenance of their properties and make them owore of the importance of maintenance. Nature slowly wears away land, but human activities such as construction increase the rate of erosion 200, even 2,000 times that amount. When we remove vegetation or other objects that hold soil in place, we expose it to the action of wind and water and increase its chances of eroding. The following maintenance guidelines ore provided for the protection of the homeowner’s investment, and should be employed throughout the year. a) b) c) d) e) f) 9) h) Care should be taken that slopes, terraces, berms (ridges at crown of slopes), and proper lot drainage are not disturbed. Surface drainage should be conducted from the rear yard to the street by a graded swale through the sideyard, or alternative approved devices. In general, roof and yard runoff should be conducted to either the street or storm drain by nonerosive devices such (IS sidewalks, drainage pipes, ground gutters, and driveways. Drainage systems should not be altered without expert consultation. All drains should be kept cleaned and unclogged, including gutters and downspouts. Terrace drains or gunite ditches should be kept free of debris to allow proper drainage. During heavy rain periods, performance of the drainage system should be inspected. Problems, such as gullying and ponding, if observed, should be corrected as soon as possible. Any leakage from pools, waterlines, etc. or bypassing of drains should be repaired as soon as possible. Animal burrows should be filled since they may cause diversion of surface runoff, promote accelerated erosion, and even trigger shallow soil failures. Slopes should not be altered without expert consultation. Whenever a homeowner plans a significant topographic modification of the lot or slope, a qualified geotechnical consultant should be contacted. If plans for modification of cut, fill, or natural slopes within a property are considered, on engineering geologist should be consulted. Any oversteepening may result in a need for expensive retaining devices. Undercutting of the bottom of a slope might possibly lead to slope instability or failure and should not be undertaken without expert consultation. If unusual cracking, settling, or earth slippage occurs on the property, the home- owner should consult a qualified soil engineer or on engineering geologist imme- diately. 8 The most common causes of slope erosion and shallow slope failures are as follows: l Gross neglect of the core and maintenance of the slopes and drainage devices. l Inadequate and/or improper planting. (Barren areas should be replanted as soon as possible.) -. l Excessive or insufficient irrigation or diversion of runoff over the slope. l Foot traffic on slopes destroying vegetation and exposing soil to erosion - potential. 3 Homeowners should not let conditions on their property create a problem for their neighbors. Cooperation with neighbors could prevent problems also increase the aesthetic attractiveness of the property. .- Winter alert It is especially important to “winterize” your property by mid-September. Don’t wait until spring to put in landscaping. You need winter protection. Final landscaping can be done later. Inexpensive measures installed by mid-September will give you protection quickly that will last all during the wet season. -~ l . . . -~ . . .-. . -. . -, . - - Check before storms to see that drains, gutters, downspouts, ,ond ditches are not clogged by leaves and rubble. Check after major storms to be sure drains are clear and vegetotion is holding on slopes. Repair as necessary. Spot seed any bore areas. Broodcast seeds or use a mechanical seeder. A typical slope or’bare areas con be done in less than on hour. Give seeds a boost with fertilirer. Mulch if you can, with grass clippings and leaves, bark chips or straw. Use netting to hold soil and seeds on steep slopes. Check with your landscape architect or local nursery for advice. Prepare berms ond diches to drain surface runoff water awoy from problem areas such as steep, bore slopes. Prepare bore areas on slopes for seeding by raking the surface to loosen and roughen soil so it will hold seeds. COlSTRUCflON -~ - - -. l Plan construction activities during spring and summer, so that erosion control measures can be in place when the rain comes. l Examine your site carefully before building. Be aware of the slope, drainage patterns and soil types. Proper site design will help you avoid expensive stobilization work. l Preserve existing vegetation OS much OS possible. Vegetation will naturally curb erosion, improve the appearance and the value of your property, and reduce the cost of landscaping later. l Use fencing to protect plants from fill material and traffic. If you have to pave near trees, do so with permeable asphalt or porous paving blocks. l Preserve the natural contours of the land and disturb the earth as little as possible. Limit the time in which graded oreas ore exposed. l Minimize the length and steepness of slopes by benching, terracing, or constructing diversion structures. Landscape benched areas to stabilize the slope and improve its appearance. l As soon as possible after groding a site, plant vegetation on all areas ‘that ore not be paved or otherwise covered. TEMPORARY MEASURES TO STAEILIZE M SOIL Grass provides the cheapest and most effective short-term erosion control. It grows quickly and covers the ground completely. To find the best seed mixtures and plants for your area, check with your local landscape architect, local nursery, the U.S. Department of Agriculture Soil Conservation Service. Mulches hold soil moisture and provide ground protection from rain domoge. They also providea favorable environment for starting and growing plants. Eosy-to-obtain mulches are grass clippings, leaves, sawdust, bark chips, and straw. Straw mulch is nearly 100% effective when held in place by spraying with on organic glue or wood fiber (tackifiers), by punching it into the soil with a shovel or roller, or by tacking a netting over it. Commercial applications of wood fibers combined with various seeds and fertilizers (hydraulic mulching) are effective in stabilizing sloped areas. Hydraulic mulching with a tackifier should be done in two separate applications: the first composed of seed fertilizer and half the mulch, the second composed of the remaining mulch and tackifier. Commercial hydraulic mulch applicators - who also provide other erosion control services- ore listed under “landscaping” in the phone book. - - _~ ,~~~ .- - .- -~ - - -. - -. - - -~ Mats of excelsior, jute netting, and plastic sheets can be effective temporary covers, but theymust be in contact with the soil and fastened securely to work effectively. Roof drain0 e can be collected in barrels or storage containers or routed into lawns, +- p anter boxes, and gardens. Be sure to cover stored water so you don’t collect mosquitos. Excessive runoff should be directed away from your house. Too much water can damage trees and make foundations unstable. STRWXURAL RUNOFF CONTROLS Even with proper timing and planting, you may need to protect disturbed areas from rainfall until the plants have time to establish themselves. Or you may need permanent ways to transport water across your property so that it doesn’t cause erosion. Ta keep water from carrying soil from your site and dumping it into nearby lots, streets, streams and channels, you need ways to reduce its volume and speed. Some examples of what you might use are: Riprap (rock lining) - to protect channel banks from erosive water flow. Sediment trap - to stop runoff carrying sediment and trop the sediment. Storm drain outlet protection - to reduce the speed of water flowing from a pipe onto open ground or into o natural channel. Diversion dike or perimeter dike - to divert excess water to places where it can be disposed of properly. Straw bale dike - term measure). to stop and detain sediment from small unprotected oreos (a short- Perimeter swale - to divert runoff from a disturbed area or to contain runoff within a disturbed area. Grade stabilization structure - to carry concentrated runoff down a slope.