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HomeMy WebLinkAboutCT 79-27; PUEBLO DO ORO; FINAL REPORT OF ENGINEERING AND GEOLOGIC OBSERVATION OF GRADING; 1981-09-18,. , 3467 Kurtz Street San Diego, California 92110 714-224-2911 Woodward~Clyde Consultants Telex 697-841 September 18, 1981 Project No. 59331W-FCOl Broadmoor Homes, Inc. 3911 Sorrento Valley Boulevard San Diego, California 92126 Attention: Mr. James Carter FINAL REPORT OF ENGINEERING AND GEOLOGIC OBSERVATION OF GRADING AND TESTING OF COMPACTED FILL PUEBLO DE ORO, LOTS 1 THROUGH 10 (PADS 1 THROUGH 76) CARLSBAD TRACT 79-27 CARLSBAD, CALIFORNIA Gentlemen: ~r,:p 2 4 1981 In accordance with your request and our proposal dated November 10, 1980, we have provided engineering services in conjunction with the regrading of the subject site. SCOPE OF WORK Our services included: o o o o o o Providing engineering and geologic observation of the grading operation Performing field density tests in the placed and compacted fill Performing laboratory tests on representative samples of the material used for fill Providing engineering observation of the instal- lation of subdrains Providing geologic inspection of buttress cuts and cut slopes . Providing professional op~n~ons regarding the con- tractor's general adherence to plans and specifica- tions. Consulting Engineers, Geologists and Environmental Scientists Offices in Other Principal Cities Broadmoor Homes~Inc. September 18, 1981 Project No. 5933lW-FCOl Page 2 SUMMARY OF GENERAL EARTHWORK AND TESTING e . Woodward-Clyde Consultants Current site preparation, compaction, and testing were done between January 23 and June 25, 1981. In our opinion, based on our observation and testing, the work performed during that period was in general conformance with the Spec~fications for Controlled Fill attached to our report ~ntitled "Update Soil and Geologic Investigation Pueblo Del Oro (Grove Apart- ments), Carlsbad, California," dated revised October 20, 1980. Previous grading of the subject site was completed between May 17 and December 19, 1972. That grading consisted of mass grading the site into a series of large approximately flat pads. That work is summarized in the report by Woodward- Gizienski & Associates entitled "Final Report of Engineering Observation and Compaction Testing, Grove Apartments, Carlsbad, California," dated March 1, 1973. During the current grading period, fill was placed, compacted, and tested, either as designed fill or undercut at finish grade, on Lot 1 (Pads 1, 2, and 76), Lot 2 (Pads 8, 9, 10, and 13 through 17), Lot 5 (Pads 22, 25, and 28), Lot 6 (Pads 33, 34, 39, and 40), Lot 8 (Pads 45 through 51), Lot 9 (Pads 52 through 60, 71,72, and 74), Lot 10 (Pads 61 through 71), and Lot 12. Lot 1 (Pad 1), Lot 5 (Pads 22 and 25), and Lot- 6 (Pads 33, 34, and 40) are cut-fill pads. Lot 1 (Pads 3 through 7), Lot 2 (Pads 11, 12, and 13), Lot 3 (Pad 73), Lot 4 (Pads 18 through 21), Lot 5 (Pads 23, 24, 26,27, 29, and 30) and Lot 6 (Pads 31, 32, 35 through 38, and 41 through 44) and Lot 11 (Pad 75) are cut. The grading operation generally consisted of removing v.egeta- tion, excavating loose surficial soils, scarifying, wetting and compacting areas to receive fill, making cuts and fills to design grade and constructing buttress fills in perimeter cuts. Subdrains were installed in buttress slope fills and in design fills on and adjacent to Lots 6, 7, 8, 9, 10, and 12. During the regrading operation, compaction procedures were observed, and field density .tests were made to help evaluate the relative compaction of the placed fill. Field observa- tions and results of field density tests indicate that the fill has been generally compacted to 90 percent or more of maximum laboratory dry density as determined in accordance with ASTM Test Method No. D1557-70. For reference,: the approximate locations of field density tests and the limits of compacted fill have been recorded on a copy of the. grading Broadmoor Homes~Inc. September 18, 1981 Project No. 59331W-FCOl Page 3 w'odwardaCIYde Consultants plan. The results of field density tests, expres.sed as a percent of laboratory dry density (relative compaction}; are given on the attached forms. Laboratory tests were made on representative samples of the materials used for fill. The tests were performed to evaluate moisture density relationships, maximum dry density, optimum moisture content, grain size distribution, plasticity and swell characteristics. The results of laboratory tests are attached. SUMMARY OF FINISH GRADE SOIL CONDITIONS During the regrading operation, certain pads were specially treated to provide a specified depth of select soil at rough grade. Fill Pads and Fill Portion of Cut-Fill Pads Inspection and laboratory tests indicate that nonexpansive fill was placed within 2 feet of rough grade on all fill, cut-fill or undercut fill pads noted herein. Cut Pads and Cut Portion of Cut-Fil'l Pads On Lot 1 (Pads I, 2, and 76), Lot 2 (Pads 8,9, 10, and 13 through 17), Lot 5 (Pads 22, 25, and 28), Lot 6 (Pads 33, 39, and 40, Lot 8 (Pads 48 through 51), Lot 9 (Pads 57, 58, 59, and 72), and Lot 10 (Pads 65 through 69) expansive soil was excavated and replaced with nonexpansive fill to a depth of 2 feet below rough pad grade over the entire level pad. Cut Pads Not Undercut Cut Lot 1 (Pads 3 through 7), Lot 2 (Pads 11, and 12), Lot 3 (Pad 73), Lot 4 (Pads 18 through 21), Lot 5 (Pads 23,24, 26, 27, 29 and 30), Lot 6 (Pads 31, 32, 35 through 38, and 41 through 44) were inspected at the completion of regrading. The inspection indicated that no expansive soil is evident at rough grade surface. Ge'ologic Conditions The geologic conditions encountered during site grading were essentially as concluded in our report of October 20,' 1980. Geol~gic observations of the recommended buttress keys were performed prior to the installation of subdrains and compacted fill. Broadmoor Homes~Inc. September 18, 1981 Project No. 59331W-FCOI Page 4 wfodwardaCIYde Consultants Minor ground water seepage was observed in a cut slope below Lot 11 (Pad 75) and is being monitored by our firm. Recom- mendations for seepage control, if needed, will be. given at a later date. No additional areas of adverse geologic conditions were observed that required additional engineering analysis and recommendations. An as-graded soils and geologic map is being prepared and will be issued under separate cover. RECOMMENDATIONS The recommendations presented herein are not intended for structures or appurtenances located beyond the limits of the undercut. We recommend that foundations for single-story or two-story residential structures placed on nonexpansive, undisturbed soil or on nonexpansive, properly compacted fill be designed for a bearing pressure not exceeding 2,000 psf (dead plus live loads). We recommend that footings be founded at least 12 inches below finished grade and have a minimum width of 12 inches. In our opinion, this bearing pressure can be increased by no more than one-third for loads that include wind or seismic forces. Slopes Fill slopes at the site have inclinations ranging from approximately 1:1~1/2 to 2:1 (horizontal to vertical). Slope heights are approximately 8 to 75 feet. Fill slopes with inclinations of 1-1/2 to 1 were treate.d by overbuilding and cutting back to design slope. Fill slopes inclined at i to 1 were treated by periodically backrolling with a sheeps- foot compactor, and track compacting with a dozer upon completion. We recommend that structures that will not toler.ate differ- ential settlements (such as foundations, swimming pools, concrete decks, walls, etc.) not be located within 8 feet of the top of a slope. We recommend that footings that are located within 8 feet of the top of a slope be extended in depth until the outer bottom edge of the footing is 8 feet horizontally from the outside face of the slope. Broadmoor Homes~nc. September 18, 1981 Project No. 59331W-FC01 Page 5 Addi tiona1 Fill and ut·i'1'i·ty T:re-n'ches vAdward-CIYde Consultants This report discusses the fill placement observed by personnel from our firm during the periods specified. We .rec·ommend that any additional fill placed, as well as backfill placed in utility trenches located within 5 feet of a building and deeper than 12 inches, or backfill placed in any trench located 5 feet or more from a building and deeper than 5 feet be compacted under our observation and tested to verify compliance with the earthwork specifications for the project. We should be contacted at least 24 hours prior to backfilling operations. At the time of this report some of the utility trench backfill is completed. Test results are attached. Drainage We recommend that positive measures be taken to properly finish grade each pad after structures and other improve- ments are in place, so that drainage waters from the pad and adjacent properties are directed off the pad and away from foundations, floor slabs, and slope tops. Even when these measures are taken, a shallow ground water or surface water condition can and may develop in areas where no such water . condition existed prior to site development; this is particu- larly true where a substantial increase in surface water infiltration results from landscape irrigation. LIMITATIONS The elevations of compaction tests shown as finished grade (FG) tests on the attached forms correspond to the elevations shown on the "Grading Plan Carlsbad Tract 79-27," dated September 25, 1980, prepared by Roy L. Klema Engineers, Inc. Elevations and locations used in this report were based on field surveys done by others. The soil conditions described in this report are based on observations and periodic testing. This office should be notified of any indications that soil conditions are not as described herein. We will inspect foundation excavations for each pad if we are requested to do so. For this report, rough pad. grade is ~efined as that. grade set in the field by the' grade checker from re.ference stakes established by the surveyor, and represents rough grade at the time we were inspecting the grading o.perat1.on·. Likewise, the indicated depths of undercutti~g of expansive soil Broadmoor Homes~Inc. September 18, 1981 Project No. 5933lW-FCOI Page 6 &dward-CIYde Consultants and/or depths of placement of nonexpansive soil were based on the measurements made by and grades set by the contractor's -grade checker. The conclusions and opinions drawn from the test results and site inspections apply only to our work with respect to regrading, and represent conditions at the date of our final inspection. We will accept no responsibility for any subse- quent changes made to this site by others, or by uncontrolled action of water, or by failure of others to properly repair damages by uncontrolled action of water. If you have any questions, please give us a call. Very truly yours, WOODWARD-CLYDE CONSULTANTS ~. Richard P. While R.E. 21992 RPW/DS/DT/rs Attachments (4) ~ •• J < tit COMPACTION TEST RESULe JOII NAME PUEBLO DEL ORO Jo. NUMBER 59331W-FC01 (STREET TESTS) DATES COVERED MAY 6, 1981 THROUGH JUNE 19, 1981 DATE MAY 6 MAY 14 JON 8 JUN 9 JON 10 JUN 16 JON 17 JUN 18 JUN 19 wt 7/27/81 S-l S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 S-17 8-18 S-19 S-20 S-21 S-22 S-23 S-24 IIETEST 01' LOCATION AVENIDA MAGNIFICA, OPP. ELEVATION OF TEST PAD 65 152' AVENIDA MAGNIFICA, OPP. PAD 68 142' AVENIDA MAGNIFICA, OPP. PAD 72 137' AVENIDA MAGNIFICA, OPP. PAD 66 143' CALLE CABALLERO, STA. 3+00 CALLE CABALLERO, STA. 1+30 148' 122' CALLE ARROYO,STA.0+50 128' " " STA. 0+80 132' VIA FRANCISCA,STA.I0+00 190' CIRCULO SANTIAGO, OPP. PAD 14 135' CIRCULO SANTIAGO, OPP. PAD 17 137' CIRCULO SANTIAGO, OPP. PAD 10 128' CALLE ARROYO,STA. 1+50 138' CIRCULO SANTIAGO, N. OF STA. 1+90 100' CIRCULO SANTIAGO, N. OF STA. 2+00 104' CIRCULO SANTIAGO, N. OF STA. 3+00 108' CIRCULO SANTIAGO, N. OF STA. 1+50 112' CIRCULO SANTIAGO, STA. 1+25 116' CIRCULO SANTIAGO, STA. 2+00 CIRCULO SANTIAGO, STA. 1+50 ELM AVENUE, STA. 95+00 " " STA. 97+40 ELM AVENUE, STA. 97+20 " " STA. 97+00 120' 124' 258' 246' 248' 256' MOlaTUIlE CONTl:NT 'II. DIlY.WT. 12.3 12.3 11.7 13.6 13.0 12.3 13.6 13.0 12.3 11. 7 13.0 12.3 11. 7 12.3 13.6 12.3 13.6 13.0 11.1 DATE REPORTED 9/16/81 PAGE S-l O~ S-l JrIELD LA.OIIATOIIY IIELATIVE DENalTY • DIENalTY COMPACTION fOCI' fOCI' '4 01' LA •• DENa. 114.3 115.0 119.8 117.3 119.4 119.2 116.3 120.0 li9.3 118.2 116.1 119.1 117.2 115.3 112.9 115.3 117.0 119.5 119.6 123.5 123.5 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 122.0 122.0 126.0 126.0 126.0 126.0 92 93 95 93 94 94 92 95 94 93 92 94 93 94 92 91 92 94 94 12.3 117.0 126.0 92 13.0 113.6 123.5 91 12.3 115.3 126.0 91 13.0 117.0 126.0 92 11.7 122.4 126.0 97 ~ Woodward.CIyde ConsuHants ., CONSUL TlrlG ENGINEERS, G£OLOCISTS AND Ii:NVIRONMENTAL. SCIENTIST5 e COMPACTION TEST RESULe JO .. NAME PUEBLO DEL ORO JOB NUMBER 59331W-FC01 (BUTTRESS FILL) DATE. COVERED FEBRUARY 6, 1981 THROUGH MAY 12, 1981 DATE APR 8 APR 9 APR 10 APR 13 APR 14 APR 15 APR 16 APR 17 APR 27 APR 28 APR 29 MAY 4 MAY 12 wt 5/1B/81 ftaT IIETEST NUNSEII 01' B-35 B-36 B-35 B-37 B-38 B-39 B-40 B-41 B-42 B-43 B-44 B-45 B-46 B-47 B-48 B-49 B-50 B-51 B-52 B-53 B-54 B-55 B-56 B-57 B-58 B-59 B-60 B-61 B-62 B-63 B-64 B-65 B-66 B-67 B-68 B-69 B-52 LOCATION LOT 6, S.E. CORNER .. II .." " LOT 6, S.W. CORNER LOT 6, S.E. CORNER LOT 6, SOUTH SIDE LOT 6, S.E. CORNER LOT 6, S.E. CORNER " " n" " LOT 6, SOUTH SIDE LOT 6, S.E. CORNER LOT 6, S.E. CORNER n " "It " LOT 6, S.W. CORNER " II It.. " LOT 12, SOUTH END LOT 6, SOUTH SIDE It 11 " " LOT 6, SOUTH SIDE " II " " LOT 12, SOUTH END LOT 6, SOUTH SIDE LOT 12 NORTH END " " Lot 7 LOT 12 LOT 7 LOT 12 LOT 7 LOT 12 II " LOT 7 LOT 12 " 11 LOT 7 LOT 12 " " ELEVATION OF TEST 218' 218' 226' 230' 222' 216' 220 ' 224' 228' 232' 236' 240' 218' 222' 20B' 226' 230' 234' 238' 210' 234' 132' 136' 140' 144' 148' 152' 156' 160' 164' 168' 172' 178' 182' 186' MOISTUIIE CONTaNT .. DIIT WT. 11. 7 13.6 11. 7 11.7 11. 7 . 12.3 11.7 12.3 12.3 13.6 11. 7 12.3 12.3 13.6 13.0 13.0 13.6 13.0 13.0 11. 7 13.6 12.3 12.6 12.3 14.3 13.6 13.0 12.3 13.0 12.3 13.0 13.6 12.3 11. 7 13.1 DATE REPORTED 9/16/81 PAGE B-2 OF B-2 !'IELD DaN.ITT reI' 111. 7 117.6 115.9 117.7 115.9 114.6 114.5 118.5 118.6 117.3 115.9 114.6 110.3 117.7 111.4 111.0 112.7 1Q8.3 111.6 115.9 i13.7 115.0 111.4 115.1 109.5 1l0.5 113.4 113.0 llB.2 105.2 113.3 112.3 117.0 119.8 118.9 LA.OIIATOIIY IIELATIVE DIlNalTT COMPACTION . . pel' ',. 0' LA •• DENS. 126.5 88 126.5 92 126.5 91 126.5 126.5 123.5 126.5 126.0 126.0 126.5 122.0 122.0 119.5 122.0 122.0 122.0 122.0 122.0 122.0 122.0 122.0 119.5 119.5 126.5 114.5 114.5 122.0 122.0 126.0 114.5 122.0 122.0 122.0 126.0 126.0 93 91 92 90 94 94 92 95 93 92 96 91 90 92 88 91 95 93 96 93 90 95 96 92 92 93 91 92 92 95 95 94 Woodward·Clyde COnsultants " CONSUL TINe; E.NGINEERS. ~EOLOCISTS AND ENVIRONMENTAL SCIENTISTS e COMPACTION TEST RESU& JOII NAME PUEBLO DEL ORO Joa NUMBER 59331W-FC01 (BUTTRESS FILL) DATES COVERED FEBRUARY 6, 1981 THROUGH MAY 12, 1981 DATE FEB 6 FEB 12 FEB 13 FEB 17 FEB 20 MAR 26 MAR 30 MAR 31 APR 1 APR 2 APR 7 5/18/81 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-21 B-22 B-23 B-24 B-25 B-26 B-27 B-28 B-29 B-30 B-31 B-32 B-33 B-34 IIETEST 01' B-18 LOCATION OPP. LOT 8, WEST SIDE OPP. LOT 8, EAST SIDE OPP. LOT 8, CENTER OPP. LOT 8, EAST SIDE OPP. LOT 8, EAST SIDE OPP. LOT 8, CENTER OPP. LOT 8, EAST SIDE OPP. LOT 8, WEST SIDE OPP. LOT 8, CENTER OPP. LOT 8, WEST SIDE OPP. LOT 8, EAST SIDE OPP. LOT 8, CENTER OPP. LOT 8, CENTER OPP. LOT 8, EAST SIDE LOT 12, SOUTH END " " II " LOT 6, S.W. CORNER LOT 12, SOUTH END LOT 12, SOUTH END LOT 6, S.W. CORNER If " If" " LOT 6, SOUTH SIDE LOT 6, S.W. CORNER LOT 12, SOUTH END LOT 6, SOUTH SIDE LOT 6, S.W. CORNER LOT 6, S.E. CORNER " " .. n II II II "" " LOT 6, SOUTH SIDE LOT 6, S.E. CORNER LOT 6, S. W. CORNER LOT 6, SOUTH SIDE LOT 6, S.W. CORNER ELEVATION 01' TEST 158 ' 142' 152' 146' 150' 156' 154' 160' 164' 168' 168' 172' 180' 176' 187' 191' 196' 200' 200' 196' 200' 196' 204' 204' 200' 208' 196' 200' 204' 210' 212' 214' 218' 222' MOlsTUIlE CONTENT .. DIIY WT, 13.0 11.1 10.5 11.0 10.0 12.3 11. 7 12.3 11. 7 12.3 13.6 13.6 11. 7 12.3 11. 7 11. 7 12.3 12.3 13.0 11. 7 12.3 11. 7 13.0 12.3 12.3 13.6 13.0 13.6 12.3 13.1 12.3 11. 7 13.0 12.3 DATE REPORTED 9/16/81 PAGE B-1 01" B-2 ,.'ELD DENSITY PCI' 116.7 114.0 115.9 121.8 123.0 118.2 117.4 117.2 119.8 111.1 110.9 112.6 116.8 117.8 116.8 118.7 119.5 110.6 117.2 114.6 117.8 115.8 115.5 119.6 117.8 119.2 122.9 120.5 119.8 124.2 116.6 116.2 118.1 123.1 1oA.0IIATOIIY IIELATIVE DEN.,TT COMI'ACTION pcp % OP LA., DEN., 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.0 126.0 119.5 114.5 119.5 126.5 126.5 126.5 126".5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 1265. 126.5 126.5 126.5 126.5 126.0 126.0 126.0 126.0 92 90 91 96 97 93 92 92 95 92 92 '94 93 93 92 93 94 87 92 90 93 91 91 94 93 94 97 95 94 98 92 92 93 97 LA Woodward·Clyde ConsuHants _ CONSUl.. TINe ENGINEERS, GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS e COMPACTION TEST RESULt Jo. NAME PUEBLO DE ORO DATE REPORTED 9/16/81 Jo. NUM.ER 59331W-FC01 (STORM DRAIN TRENCH BACKFILL) DATES COVERED JULy 15, 1981 THROUGH AUGUST 17, 1981 PAGE SD-1°1" SD-3 STlRF7U:E MOI8TU1l1t PIItLD LAaOIlATOIIY IIItL.ATIYIt eATIt ftST IIItTUT LOCATION CONTItNT DItNalTY '. '. DENalTV COMI'ACTION NUM.EII 01' .. DIlT WT. PCI' PCI' % 01' LA •• DItH •• JUL 15 SD:"l PAD 52 WEST SIDE -4' 13.6 115.9 126.0 91 SD-2 PAD 52 -EAST SIDE -2' 12.3 114.7 126.0 91 SD-3 PAD 52 -CENTER SURFACE 11.1 115.3 126.0 91 JUL 16 SD-4 OPPOSITE PAD 55 STA. 3+40 -4' 13.0 114.2 126.5 90 SD-5 OPPOSITE PAD 59 STA. 4+30 -4' 11. 7 117.0 126.5 92 SD-6 OPPOSITE PAD 49 STA. 5+70 -4' 13.0 117.6 126.5 92 JuL 17 SD-7 OPPOSITE PAD 57 STA. 3+30 -2' 11. 7 117.2 126.5 93 SD-8 OPPOSITE PAD 49 STA. 5+30 -2' 12.3 123.5 126.0 98 JUL 20 SD-9 OPPOSITE PAD 55 SURFACE 12.3 123.1 126.0 97 SD-10 OPPOSITE PAD 49 SURFACE 13.0 116.5 126.0 92 SD-ll CALLE CABALLERO STA. 0+50 -2' 11. 7 117.0 126:0 92 SD-12 CALLE CABALLERO STA. 1+50 SURFACE 13.0 114.8 126.0 91 SD-13 PAD 76 -2' 13.0 114.3 123.5 92 SD-14 PAD 76 SURFACE 12.3 115.4 123.5 93 JUL 23 SD-15 PAD 74 -EAST END -3 ' 13.0 112.4 123.5 91 SD-16 PAD 74 -WEST END -1' 11. 7 115.2 123.5 93 SD-17 PAD 74 -CENTER SURFACE 12.3 114.0 126 .. 5 90 JUL 24 SD-18 PAD 64 -CENTER -2' 11. 7 114.7 123.5 92 SD-19 PAD 63 -WEST END -3' 13.0 113.3 123.5 91 SD-20 PAD 61 -CENTER -2' 12.3 113.1 123.5 91 SD-21 PAD 62 -CENTER SURFACE 13.0 112.4 123.5 91 SD-22 PAD 64 -CENTER SURFACE 13.0 117.0 126.5 92 JUL 27 SD-23 BETWEEN PADS 63-64 CENTER -2' 13.0 108.8 123.5 88 SD-24 BETWEEN PADS 62-63 CENTER -2' 12.3 114.6 123.5 92 SD-25 SD-23 BETWEEN PADS 63-64 CENTER -2' 13.0 122.2 123.5 98 SD-26 BETWEEN PADS 61-62 CENTER -2' 12.3 117.0 123.5 94 SD-.27 BETWEEN PADS 63-64 CENTER SURFACE 14.3 116.2 126.0 92 SD-28 BETWEEN PADS 61-62 CENTER SURFACE 11. 7 116.0 126.0 92 Woodward·CIyde Consultants ~ CONSULTING ENCINEERS. GE.OLOGISTS AND ENVIRONMENTAL ICIENTISTS e COMPACTION TEST RESU. JOIl NAME PUEBLO DE ORO JOB NUMBER 59331W-FCOI (STORM DRAIN TRENCH BACKFILL) OATES COVERED JULY 15, 1981 THROUGH AUGUST 17, 1981 DATE JUL 27 SD-29 JUL 29 JUL 30 SD-30 SD-31 SD-32 SD-33 SD-34 SD-35 SD-36 SD-37 SD-38 SD-39 JUL 31 SD-40 SD-41 SD-42 AUG 4 SD-43 SD-44 SD-45 AUG 10 SD-46 SD-47 SD-48 AUG 11 SD-49 SD-50 SD-51 SD-52 SD-53 SD-54 RETEST or AUG 12 SD-55 SD-53 SD-56 SD-57 SD-58 SD-59 SD-60 LOCATION BETWEEN PADS 52-53 SURFACE MOlllTURE CONTENT .. lillY WT. CENTER -2' 13.6 13.0 13.0 OPPOSITE PAD 52 CENTER SURFACE OPPOSITE PAD 52 NORTHERLY END OF CALLE CABALLERO NORTHERLY END OF CALLE CABALLERO NORTHERLY END OF CALLE CABALLERO OPPOSITE PAD 18 OPPOSITE PAD 18 OPPOSITE PAD 73 OPPOSITE PAD 18 . NORTHERLY END VIA CLEM ROTE OPPOSITE TRANSFORMER EAST SIDE OF PAD 64 EAST SIDE OF PAD 64 EAST SIDE OF PAD 64 BETWEEN PADS 63 & 64 BETWEEN PADS 63 & 64 PAD 63 PAD 76 PAD 1 PAD 2 BETWEEN PADS 1 & 2 PAD I, EAST SIDE PAD 2 PAD 8 PAD 9 PAD 10 PAD 9 PAD 10, SOUTH SIDE BETWEEN PADS 8 & 9 PAD 8, NORTH SIDE PAD 33 PAD 32 SURFACE SURFACE 10.0 SURFACE 10.7 SURFACE 10.3 -2' 10.7 SURFACE -2' -2' SURFACE SURFACE -2' SURFACE SURFACE SURFACE -2' -2' -2' -2' SURFACE SURFACE SURFACE -2' -2' -2' -2' SURFACE SURFACE SURFACE -2' -2' 11.3 10.7 11.0 11.2 10.0 10.2 11.2 10.4 11.8 11.3 12.3 13.0 11.1 12.3 11.1 10.5 11. 7 12.3 11. 7 13.6 11. 7 12.3 13.0 11.1 12.3 DATE REPORTED 9/16/81 PAGESD-2 O~SD-3 .. IEI.O LA.OIIATOIIY ItEI.ATIVE DENSITY DaNalTY COMPACTION pcr .. pcp % or 1.A1I. DENa • 111.6 115.3 115.3 113.9 117.6 115.5 116.0 124.1 114.0 120.6 119.5 115.2 116.7 116.0 113.8 118.7 113.8 115.8 116.9 117.5 117.7 115.9 120.8 117.2 108.6 116.0 116.1 124.4 116.4 118.7 115.3 110.7 119.5 126.5 126.5 126.5 122.0 122.0 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.0 126.0 126.0 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 93 91 91 90 96 94 91 98 90 95 94 91 92 92 90 93 90 91 92 93 93 91 95 92 85 91 91 98 92 93 91 87 Woodward.CIyde Consultants tI wt 9/14/81 CONSUL. TING £NGfNEE"-S. GEOLOCfS"S AND ENV,ftONMENTAL. SCIENTISTS e COMPACTION TEST RESULe JOII NAME PUEBLO DE ORO JOB NUMBER 59331W-FCOI (STORM DRAIN TRENCH DATES COVERED JULY 15, 1981 THROUGH AUGUST 17, DATE "aT IIETEST LOCATION NUMaEII 01' AUG 13 SD-61 SD-60 PAD 32 SD-62 PAD 32, EAST SIDE SD-63 BETWEEN PADS 32 & 33 SD-64 PAD 32, EAST SIDE AUG 14 SD-65 PAD 24, EAST SIDE SD-66 BETWEEN PADS 23 & 24 SD-67 PAD 23, WEST SIDE AUG 17 SD-68 PAD 24 SD-69 PAD 23 SD-70 BETWEEN PADS 23 & 24 wt 9/14/81 BACKFILL) 1981 SURFACE -2 1 SURF. SURF. SURF. -2 1 -2 1 -2 1 SURF. SURF. SURF. DATE REPORTED 9/16/81 PAGE SD-3 OF SD-3 .. OlaTUIUE P'IELD &.A.OIIATOIIY IIELATIVE CONTaNT DENSITY DaNSITY COM~ACTION .. DIll' WT. P'CI' P'CI' % 0' LA •• DENa • 11. 7 l15.7 126.5 91 12.3 l17.3 126.5 92 13.0 117.5 126.5 92 11. 7 l16.7 126.5 92 13.0 115.7 126.5 91 12.3 l14.7 126.5 90 11. 7 l15.4 126.5 91 11. 7 117.2 126.5 92 13.6 123.1 126.5 97 13.0 l17.4 126.5 93 Woodward·CIyde ConsuHants " CONSUL. TINe ENGINEERS. GEOLC?GISTS AND t;NVlftONMENTAL. SCIENTISTS e COMPACTION TEST RESUL. JOII NAME PUEBLO DE ORO DATE REPORTED 9/16/81, JOB NUMBER 59331W-FCOI (WATER TRENCH BACKFILL) CATES COVERED JULY 8, 1981 THROUGH AUGUST 17 I 1981 PAGE W-l O~ W-2 DATI: JUL 8 JUL 17 JUL 20 ,.ST HU".EII W-l W-2 W-3 W-4 W-5 W-6 W-7 W-8 W-9 W-I0 W-ll W-12 W-13 JUL 21 W-14 W-15 W-16 JUL 22 W-17 W-18 W-19 W-20 W-21 W-22 W-23 JUL 23 W-24 W-25 W-26 W-27 W-28 RETEST 01' W-IO LOC ... TION ELNI AVE. STA. 92+00 ELNI AVE. STA. 94+00 ELNI AVE. STA. 96+75 ELNI AVE. STA. 93+00 ELNI AVE. STA. 96+00 CALLE ARROYO STA. 6+00 CALLE ARROYO STA. 3+50 CALLE ARROYO STA. 1+00 CALLE ARROYO STA. 1+50 CALLE ARROYO STA. 5+00 VIA CHEMENTE STA. 0+70 VIA CHEMENTE STA. 1+50 CALLE ARROYO STA. 5+00 VIA LOS SANTOS STA. 1+00 VIA LOS SANTOS STA. 3+00 VIA LOS SANTOS STA. 2+00 CIRCULO SANTIAGO STA. 1+50 CIRCULO SANTIAGO STA. 3+50 CIRCULO SANTIAGO LATERAL 2+67 CIRCULO SANTIAGO STA. 6+00 CIRCULO SANTIAGO STA. 4+25 CIRCULO SANTIAGO LATERAL 1+43 CIRCULO SANTIAGO STA. 2+00 CIRCULO SANTIAGO STA. 1+95 CIRCULO SANTIAGO LATERAL 4+52 CIRCULO SANTIAGO LATERAL 6+21 CIRCULO SANTIAGO STA. 3+00 CIRCULO SANTIAGO STA. 1+75 SURFACE -2' -2' -2' SURFACE SURFACE -1' -1' -1' SURFACE SURFACE -1' SURFACE -1' -1' SURFACE -1' -1' -1' -1' SURFACE SURFACE SURFACE -1' MOISTURK COHTl:NT .. DAY WT. 13.6 13.0 11. 7 11.1 11. 7 12.3 13.0 11.1 11. 7 12.3 13.6 12.3 11. 7 13.6 13.0 12.3 11. 7 11.1 14.3 13.0 12.3 13.0 13.0 P'IELD DII:NSITY PC, 111.8 117.6 117.4 115.1 116.4 118.9 117.4 119.6 113.6 107.0 118.2 119.9 117.2 123.1 120.0 116.9 118.6 112.5 117.3 117.3 117.8 117.8 111.1 LA.OR ... TORY RIlLATIVII: DII:NSITY CO .. ,. ... CTION PC' .... 01' LA •• DENS. 123.5 123.5 123.5 123.5 123.5 126.0 126.0 126.0 126.5 126.5 126.5 126.0 126.5 126.5 126.0 126.0 126.0 123.5 123.5 126.0 126.0 123.5 123.5 90 95 95 93 92 94 93 94 90 85 93 95 92 97 95 91 94 91 95 93 93 95 90 -1' 12.3 116.3 126.0 92 SURFACE 12.3 116.1 126.0 92 SURFACE 11. 7 121. 7 126.0 96 -1' 13.0 123.3 126.0 97 Woodward·CIyde Consultants " CONSULTING ENC1NEE .. S. GEOLOCISTS AND ENVIRONMENTAL. SCIENTISTS e COMPACTION TEST RESULt JOal NAME PUEBLO DE ORO DATE REPORTED 9/16/81 JOB NUMBER 59331W-FCOI (WATER TRENCH BACKFILL) DATES COVERED JULY 8, 1981 THROUGH AUGUST 17, 1981 JUL 24 AUG 28 AUG 12 AUG 13 AUG 17 ftST HU ... EII W-29 W-30 W-31 W-32 W-33 W-34 W-35 W-36 W-37 W-38 W-39 W-40 W-41 W-42 IIETEST OF W-43 W-40 W-44 W-45 W-46 LOCATIOH CALLE CABALLERO STA. 2+00 CALLE CABALLERO STA. 4+50 CALLE CABALLERO STA. 2+50 CALLE CABALLERO STA. 5+25 AVENIDA MAGNIFICA, OPPOSITE PAD 55 AVENIDA MAGNIFICA, OPPOSITE PAD 56 AVENIDA MAGNIFICA, OPPOSITE PAD 72 AVENIDA MAGNIFICA, OPPOSITE PAD 68 AVENIDA MAGNIFICA, OPPOSITE PAD 65 AVENIDA MAGNIFICA, OPPOSITE PAD 70 HOSP WAY STA. 11+00 HOSP WAY STA. 13+45 HOSP WAY STA. 16+50 HOSP WAY STA. 19+00 HOSP WAY STA. 13+45 HOSP WAY STA. 19+50 HOSP WAY STA. 16+50 HOSP WAY STA. 12+00 STJRF'ACE -1' -1' SURFACE SURFACE -1' SURFACE -1' -1' SURFACE SURFACE -1' -1' -1' -1' -1' SURFACE SURFACE SURFACE 1I0'n1JIIE COHTltHT ~ DRY WT. 12.3 13.0 13.6 11. 7 12.3 13.0 12.3 11.7 13.0 12.3 11. 7 13.0 13.6 12.3 13.0 12.3 13.0 12.3 PAGE W-2 OF W-2 "IELD DEH.ITY JOCF 114.7 116.8 117.0 117.5 116.3 122.2 117.0 116.0 116.9 118.5 113.9 108.6 117.0 117.0 119.5 115.3 116.1 119.2 ""aOIlATOIIY IIELATIVE • DENSITY ~ CO .. ,."'CTION pcp 'It OF LA •• DItNS. 126.5 126.5 126.5 126.5 126.5 126.0 126.0 12b.U 126.0 126.0 123.5 123.5 123.5 126.0 123.5 126.0 126.0 126.0 90 92 92 92 92 96 92 92 92 94 92 87 94 92 96 91 92 94 Woodward.CIyde ConsuHants " CONSUL-TING ENGINEERS, GEOL.OGISTS AND ENVIRONMENTAL SCIENTISTS e COMPACTION TEST RESULt JOIl NAME PUEBLO DEL ORO JOB NUMBER 59331W-FC01 (MASS GRADING) DATES COVERED JANUARY 27, 1981 THROUGH JUNE 22, 1981 DATil JAN 27 FEB 4 FEB 5 FEB 6 FEB 13 FEB 17 FEB 18 FEB 19 FEB 23 wt 5/18/81 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 IIIlTEST 01' 23 LOCATION LOT 8, PARKING E. SIDE II II .. .. .. " " .. .. .. N.E. CANYON, LOT 9 11 " " " II N.E. CANYON, LOT 9 " " " " II .. " " II " " " " " " LOT 8, PARKING W. SIDE .. " " " II II " " LOT 8, CENTER "" " N.E. CANYON, LOT 9 " " " " " " II " II .. N.E. CANYON, LOT 9 N.E. CANYON, LOT 9 11 " .. .. " .. II " II " II " " II II LOT 9, N.E. CORNER " " "" " LOT 9, N.E. CORNER " II II" .. II " "" n LOT 9, EAST SIDE LOT 9, N.E. CORNER LOT 9, EAST SIDE " .. " " " " LOT 9, EAST PARKING LOT, EAST SIDE LOT 9, EAST PARKING LOT, ELEVATION OI'TEST 142' 144' 148' 60' 64' 68' 72' 76' 80' 158' 160' 162' 152' 154' 84' 88' 92' 96' 100' 104' 108' 112' 116' 116' 120' 124' 126' 126' 128' 128' 130' 130' EAST SIDE 132' LOT 9, EAST PARKING LOT, WEST SIDE 134' LOT 9, EAST PARKING LOT, WEST SIDE 136' IIO'IITUIIIl CONTIlNT , OIlY WT. 12.3 13.0 13.6 13.0 11. 7 11. 7 12.3 13.0 13.6 13.6 11. 7 12.3 13.0 11.7 11.1 12.3 10.5 10.0 13.6 14.3 13.6 11.1 13.6 13.0 13.6 12.3 13.0 12.3 13.6 13.6 13.6 9.1 12.3 11. 7 12.3 DATE REPORTED 9/16/81 PAGE 1 OF 5 "'IlLO LA.OIIATOIIY IIELATIVE ClIlNalTY .• ClIlHa'TY CO,. .. ACTioN P'CI' . . 1'(:1' '/0 01' LA •• DENa. 109.0 109.4 109.5 113.4 108.5 111.0 117 .8 114.2 112.2 115.1 114.4 117.1 117.3 117.8 115.6 120.6 117.2 113.0 111.7 112.6 112.6 115.3 103.5 109.3 115.9 114.7 116.6 118.3 111.6 109.9 115.4 112.1 120.2 114.3 114.4 119.5 119.5 119.5 123.5 119.5 119.5 126.0 119.5 119.5 126.0 126.0 126.0 126.0 126.0 126.5 126.5 126.5 119.5 119.5 123.5 119.5 123.5 119.5 119.5 126.0 126.0 126.0 126.0 119.5 119.5 126.0 123.5 126.0 126.0 126.5 91 91 91 92 90 92 93 95 93 91 90 92 93 93 91 95 92 94 93 91 94 93 86 91 91 91 92 93 93 91 91 90 95 90 90 Woodward·CIyde Consultants " CONSUL. TINe ENGINEERS, GEOL.OGISTS AND ENVIRONMENTAL SCIENTISTS: _COMPACTION TEST RESUL. JOIl NAME PUEBLO DEL ORO .JOB NUMBER 59331W-FC01 (MASS GRADING) DATES COVERED JANUARY 27, 1981 THROUGH JUNE 22, 1981 DATE FEB 24 APR 1 APR 2 APR 6 APR 7 APR 8 APR 10 APR 13 APR 14 wt 5/18/81 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 IIETEST 01' 53 65 LOCATION LOT 9, EAST PARKING LOT, ELEVATION 0" TEST EAST SIDE 136' LOT 9, EAST PARKING LOT I EAST SIDE 138' LOT 8 I WEST PARKING LOT I NORTH SIDE LOT 8, WEST PARKING LOT, NORTH SIDE LOT 8, CENTER nit" LOT 10, N.E. CORNER " II II II " LOT 10, N.E. CORNER II II "" II LOT 10, N.E. CORNER " " If" " LOT 6, S.E. CORNER " II II" .. LOT 10, N.E. CORNER LOT 9, N.W. CORNER LOT 10, N.E. CORNER LOT 10, N.E. CORNER " " "" " LOT 10, N.E. CORNER LOT 10, NORTH SIDE LOT 10, N.E. CORNER LOT 9, N.W. CORNER LOT 10, N.E. CORNER LOT 6, N.E. CORNER LOT 6, N.E. CORNER LOT 10, NORTH SIDE LOT 11, S.E. CORNER LOT 9, N.W. CORNER LOT 10, NORTH SIDE LOT 6, N.E. CORNER LOT 6, N.E. CORNER LOT 10, NORTH SIDE 156' 160' 142' 144' 40' 44' 48' 52' 56' 60' 136' 140' 64' 68' 72' 76' 76' 80' 82' 86' 90' 94' 144' 148' 96' 152' 102' 104' 156' 160' 104' MOISTUIIE CONTENT .. DIIT WT. 13.0 13.6 11.1 12.3 11. 7 13.0 11. 7 12.3 13.0 13.6 11. 7 13.0 12.3 13.0 11.1 12.3 11. 7 12.3 13.0 11.1 11.1 13.0 13.0 13.6 11. 7 11.1 13.6 10.5 11. 7 12.3 11. 7 12.3 12.3 bATE REPORTED 9/16/81 PAGE: 2 OF 5 .. IELD &.AaOIlATOIIY IIELATIVE DENalTY DENSITY COMJOACTION JI'C' . . I'C' % 01' L.Aa. DENa . 120 .. 4 122.0 1,20.8 115.1 118.3 111.0 111. 7 114.0 119.3 117.6 105.9 114.6 115.5 111.2 114.7 116.7 122.6 105.9 117.4 111.7 120.3 117.6 116.1 117.5 114.2 115.8 117.6 111.9 116.5 108.5 112.0 ll6.1 122.3 126.5 126.5 126.0 126.5 126.5 123.5 122.0 122.0 122.0 122.0 126.0 126.0 122.0 122.0 126.0 126.0 126.0 119.5 119.5 119.5 126.0 126.0 126.0 126.5 122.0 126.5 126.5 122.0 126.5 126.5 122.0 122.0 126.5 95 96 95 91 93 90 91 93 97 96 91 90 94 91 91 92 97 88 98 93 95 93 92 92 93 91 92 91 92 85 91 95 96 Woodward·CIyde ConsuHants " CONSUL TINe ENGIN£ERS. GEOLOCISTS AND ENVIRONMENTAL. SCIENTISTS -COMPACTION TEST RESULT' PUEBLO DEL ORO JOlt NUM8ER 59331W-FC01 (MASS GRADING) DATES COVERED JANUARY 27, 1981 THROUGH JUNE 22, 1981 MTII APR 15 APR 16 APR 20 APR 21 APR 22 APR 23 APR 24 . APR 27 APR 30 MAY 1 MAY 5 MAY 6 MAY 7 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 wt 5/18/81 ItIiTIIST Of' LOCATION LOT 9, N.W. CORNER LOT 10, N.W. CORNER LOT 9, N.W. CORNER LOT 10, N.E. CORNER LOT 10, N.W. CORNER LOT 9, BLDG. PAD 54 FG LOT 10, BLDG. PAD 61 LOT 9, BLDG. PAD 74 LOT 10, BLDG. PAD 63 LOT 9, BLDG. PAD 52 LOT 10, BLDG. PAD 62 LOT 10, BLDG. PAD 61 LOT 10, BLDG. PAD 64 LOT 9, BLDG. PAD 52 LOT 10, BLDG. PAD 62 LOT 10, BLDG. PAD E1 LOT 10, BLDG. PAD 63 LOT 10, PARKING PAD 71 "" " "72 II II " " 65 LOT 10, PARKING PAD 65 II " " LOT 5 PAD 22 " " II If " It .. II LOT 5 PAD 27 LOT 5 PAD 26 LOT 8 PAD 45 LOT 8 PAD 47 LOT 8 PAD 50 LOT 8 PAD 48 LOT 2 PAD 17 LOT 2 PAD 10 LOT 1 PAD 7 " 70 ELEVATION OF TEST 106' 108' 112' 116' 118' 132.0' 120' 124' 126' 128' 128' 130' 130' 128' 132' 134' 133' 134' 138' 138 1 142' 140' 162' 164' 170' 172' 174' 162' 154' 148' 142' 130' 132' 104' LOT 9 PAD 53 LOT 9 PAD 52 FG 130.5·j FG 130.5' MOlnUlt1i CONTIINT ... DRY lin. 13.0 12.3 13.6 13.0 13.6 12.3 12.3 14.3 13.0 12.3 12.3 14.3 13.6 14.9 15.3 14.3 14.9 12.3 13.0 13.6 13.6 13.0 12.3 13.6 13.0 13.0 11. 7 13.6 12.3 12.3 11. 7 13.0 11. 7 12.3 DATE REPORTED 9/16/81 PAGE 3 0... 5 1'1111.0 _ ""aORA TORY ItIiLA TIVIl DIiNalTY . 'DIiNaITY COM"ACTION Pl;f' I'CP 'lit Of' LA •• DENa . 112.8 119.5 113.0 112.3 113.7 117.1 118.2 111.6 115.8 115.6 115.2 ·104.5 104.7 110.3 113.4 110.0 109.6 116.2 116.0 118.9 114.9 112.0 117.2 121.9 121.3 118.7 115.2 114.0 113.2 118.4 116.5 112.6 112.3 111.5 119.5 126.5 122.0 122.0 122.0 126.0 122.0 122.0 122.0 122.0 122.0 114.5 114.5 114.5 114.5 114.5 114.5 126.0 126.5 126.0 122.0 114.5 126.0 126.0 126.0 126.0 126.0 123.5 123.5 126.0 126.0 122.0 122.0 122.0 94 94 91 91 92 92 96 91 94 94 94 91 91 96 99 96 95 92 91 94 94 97 93 96 96 94 91 92 ·91 93 92 92 92 91 13.6 119.0 126.5 94 14.3 117.5 126.5 92 Woodward.CIyde ConsuHants " CONSULTING ENGINEERS. GEOL.OGISTS AND ENVIRONMENTAL SCIENTISTS e COMPACTION TEST RESUa JOaJ NAME PUEBLO DEL ORO JOB NUMBER 59331-FCOI (MASS GRADING) DATES COVERED JANUARY 27, 1981 THROUGH JUNE 22, 1981 DATIt MAY 7 MAY 11 MAY 12 MAY 13 MAY 14 MAY 15 MAY 18 MAY 19 MAY 20 MAY 21 105 106 107 108 109 110 III 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 wt 5/27/81 RItTEST 01' 108 LOC:AT'ON LOT 9, PAD 74 LOT 9, PAD 64 LOT 10, PAD 63 LOT 10, PAD 62 LOT 10, PAD 61 LOT 10, PAD 62 LOT 10, PAD 65 LOT 10, PAD 66 LOT 10, PAD 67 LOT 10, PAD 68 LOT 10, PAD 69 LOT 10, PAD 70 LOT 9, PAD 71 LOT 9, PAD 72 LOT 9, PAD 59 LOT 9, PAD 60 LOT 11, PAD 75 LOT 6, PAD 34 LOT 11, PAD 75 LOT 6, PAD 34 LOT 6, PAD 34 LOT 6, PAD 44 LOT 6, PAD 44 LOT 9, PAD 58 LOT 9, PAD 57 LOT 9, PAD 56 LOT 9, PAD 55 FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG ELEVATION OI'TItST 134.5' 134.5' 135.3' 136.0 137.5' 136.0' 146.2' 145.5' 144.9' 143.6' 142.9' 142.3' 141.6 ' 141.0' 141. 0' 141.0' 164' 168' 175' 176' 180' 186' 190' 141.4 ' 140.9' 139.2' 138.4' LOT 10, PARKING OPP.L-69 138' LOT 10, PARKING OPP.L-66 143' LOT 8, PAD 48 144' LOT 8, PAD 49 152' LOT 8, PAD 45 LOT 8, PAD 46 LOT 8, PAD 47 LOT 8, PAD 48 LOT 8, PAD 49 LOT 8, PAD 50 LOT 8, PAD 51 FG FG FG FG FG FG FG 163.1' 163.8' 155.0' 145.0' 153.9' 152.2' 150.8' MO,nURIt CONT.NT ~ _VWT. 13.0 12.3 13.6 13.6 13.6 13.0 13.6 13.0 12.3 11. 7 12.3 13.0 12.3 13.6 12.3 13.6 12.3 13.6 13.0 11. 7 12.3 13.6 11. 7 13.0 12.3 11. 7 13.6 13.6 13.0 13.6 12.3 13.0 12.3 13.6 12.3 13.0 12.3 11. 7 DATE REPORTED 9/16/81 PAGE 4 117.2 119.0 117.5 112.4 118.9 117.1 118.8 115.6 116.4 116.1 120.1 114.0 118.1 116.4 115.0 113.2 115.2 115.7 120.2 121.3 118.4 115.5 113.0 118.7 115.7 114.2 118.8 120.0 120.5 117.8 118.9 119.5 117.9 118.5 118.4 117.1 114.8 115.9 0,. 5 LA.ORATORY RItl.ATIVE DIINS'TV C:O"~AeTlON PCI' '4 01' LAS. OIlNS. 126.0 126.0 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.0 123.5 123.5 126.0 126.0 126.0 126.0 126.0 93 94 92 88 93 92 93 91 92 91 95 90 93 92 91 90 91 91 95 96 93 91 90 94 91 90 94 95 95 93 94 96 95 94 93 93 91 91 Woodward-Clyde Consultants tI C.ONSULTING ENCINEERS, GEOL.OGISTS AND ENVIRONMENTAL. SCIENTISTS e COMPACTION TEST RESULt JOII NAME PUEBLO DEL ORO J08 NUMBER 59331W-FC01 (MASS GRADING) DATES COVERED JANUARY 27, 1981 THROUGH JUNE 22, 1981 DATE MAY 22 MAY 26 MAY 27 143 144 145 146 147 148 149 150 151 152 MAY 28 153 154 155 MAY 29 156 157 158 JUN 1 159 JUN 4 JUN 18 JUN 19 JUN 22 160 161 162 163 164 165 166 167 168 169 170 ~ / wt 7/27/81 IIETEST OF 158 LOCATION LOT 8, PARKING OPPOSITE PAD 46 LOT 8, PARKING OPPOSITE PAD 49 LOT 8, PARKING OPPOSITE PAD 51 LOT 6, PAD 39 FG LOT 6, PAD 40 FG LOT 6, PARKING OPPOSITE PAD 44 FG LOT 6, PAD 33 FG LOT 5, PAD 28 FG LOT 5, PARKING OPPOSITE PAD 28 FG LOT 5, PARKING OPPOSITE PAD 26 FG 162' 152' 148' 192.0' 191.4' 191. 5' 182.3' 174.8' 172.4' 173.4' LOT 5, PAD 25 LOT 5, PAD 22 LOT 2, PAD 13 FG 175.5' FG 166.0' FG 136.1' LOT 2, PAD 14 LOT 2, PAD 15 LOT 2, PAD 16 LOT 2, PAD 17 LOT 2, PAD 9 LOT 2, PAD 10 LOT 2, PAD 8 LOT 2, PAD 16 LOT I, PAD 76 FG 136.7' FG 137.4' FG 138.0' FG 138.7' FG 128.0' FG 129.0' FG FG FG 127.0' 138.0' 103.0' LOT I, PAD 1 FG 103.0' 92' 96' 100' LOT I, PAD 2, E. SIDE LOT I, PAD W, E. SIDE LOT I, PAD 2, E. SIDE LOT I, PAD 2 LOT 6, PAD 34 FG FG 103.0' 182.3' .olllTUlla CONTaNT .. "TWT. 13.6 11. 7 12.3 13.0 11.1 13.6 13.0 11. 7 13.6 13.6 13.0 13.6 12.3 13.0 11. 7 13.6 11. 7 13.0 13.6 13.0 12.3 13.0 13.0 11.1 12.3 13.0 13.6 13.6 DATE REPORTED 9/16/81 PAGE: 5 0... 5 .. IELD u.aOIlATOIlY ltaUTIY& oaNalTT •. ' • DaNaiTY COMPACTION PC;F PC,,'" OF u. ... ol:",a • 118.9 114.6 117.8 119.3 119.0 123.6 117.3 118.7 121.6 114.0 113.3 112.3 113.0 117.3 118.7 108.3 119.3 120.0 118.9 121. 7 120.6 113.8 119.5 115.3 115.3 113.6 116.9 117.0 126.0 126.0 121.0 126.0 126.0 126.0 126.0 126.0 126.0 123.5 123.5. 123.5 126.0 126.0 126.0 126.0 126.0 126.0 126.0 126.00 126.0 126.0 126.0 119.5 122.0 122.0 126.0 126.0 94 90 93 94 94 98 93 94 96 92 91 90 90 93 93 85 95 95 94 96 95 90 94 96 94 93 92 92 CONSULTING ENGINEERS. GEOL.OGISTS AND ENVIRONMENTAL SCIENTISTS e COMPACTION TEST RESULe JOaJ NAME PUEBLO DEL ORO JOB NUMBER 59331W-FC01 (SEWER BACKFILL) DATES COVERED JUNE 24, 1981 THROUGH JULY 15, 1981 OATIt JUN 24 JUN 25 SW-1 SW-2 SW-3 IIltTItST 0,. SW-1 LOCATION MOISTUIiIt SURFACE CONT&NT .. DRY WT. AVENIDA MAGNIFICA,STA.4+40 -6' 9.1 AVENIDA MAGNIFICA,STA.2+75 -6' 10.1 AVENIDA MAGNIFICA,STA.4+40 -6' 13.6 SW-4 SW-2 AVENIDA MAGNIFICA,STA.2+75 SW-5 SW-6 SW-7 SW-8 -6' AVENIDA MAGNIFICA,STA.O+SO -6' AVENIDA MAGNIFICA, LATERAL, STA. 3+61 -4' AVENIDA MAGNIFICA, LATERAL, STA. 2+S1 -2 1 AVENIDA MAGNIFICA, LATERAL, STA. 1+31 -4' 12.3 10.S 13.0 13.6 13.0 JUN 26 SW-9 AVENIDA MAGNIFICA, LATERAL, JUN 29 JUN 30 JUL 1 SW-10 SW-11 SW-12 SW-13 SW-14 SW-15 SW-16 SW-17 SW-18 SW-19 SW-20 SW-21 SW-22 STA. 0+87 -21' AVENIDA MAGNIFICA, LATERAL, STA. 1+90 -4' AVENIDA MAGNIFICA, LATERAL, STA. 4+00 -4' AVENIDA MAGNIFICA,STA.3+S0 -2' AVENIDA MAGNIFICA,STA.1+50 -2' SW-12 AVENIDA MAGNIFICA,STA.3+S0 -2' AVENIDA MAGNIFICA,STA.1+00 SURF. AVENIDA MAGNIFICA,STA.3+00 SURF. AVENDIA MAGNIFCIA, LATERAL, STA. 1+31 SURF. AVENIDA MAGNIFICA,STA.3+61 SURF. -6' -6' -4' -4' SW-23 SW-21 HOSP. WAY, STA. 11+00 HOSP. WAY, STA. 13+S0 HOSP. WAY, STA. 14+00 HOSP. WAY, STA. 12+00 HOSP. WAY, STA. 14+00 -4' SW-24 SW-25 HOSP. WAY, STA. 11+50 HOSP. WAY, STA. 13+00 -2' -2' 13.6 12.3 13.0 13.6 11. 7 13.0 11. 7 11.1 11. 7 13.6 12.3 13.0 14.3 13.6 11.1 13.6 12.3 DATE REPORTED 9/16/81 PAGE SW-1 O~ SW-3 .. lltLD LA.OIIATOIIY IIELATIVE DENalTY DENalTY CO",,.ACTION PC, .. pcp ,. 0,. LAa. DENa • 91.8 100.1 112.9 115.3 108.3 113.0 117.0 113.3 116.1 118.5 116.9 10S.9 114.7 114.0 114.9 115.3 114.6 117.0 116.1 118.2 110.6 114.4 110.9 114.1 117.3 119.5 119.5 119.5 119.5 119.5 122.0 122.0 122.0 122.0 122.0 122.0 123.S 123.S 123.5 126.5 126.5 126.0 126.0 123.5 123.5 123.5 123.S 123.5 123.5 126.0 76 83 94 96 90 92 95 92 95 97 95 85 92 92 91 91 90 92 94 95 89 92 91 92 93 wt 7/27/81 CONSUL. TINe ENGINEEftS. QEOL.OGISTS AND ENVIRONMENTAL. SCIE.NTISTS 'OMPACTION TEST RESULTS- JooJ NAME PUEBLO DEL ORO CATE REPORTED 9/16/81 JOB NUMBER 59331W-FC01 (SEWER BACKFILL) CATES COVERED JUNE 24, 1981 THROUGH JULY 15, 1981 PAGE SW-2 O~ SW-3 MOISTURE "IE1.O ~.pRATORY RELATIVE DATE vaaT R&TEST LOCATION SURFACE CONTENT DENalv,,' DENalTY COMPACTION NUMa"R Of' .. 1liiY WT. pel' pep '4 01' loA •• oltHa. JUL 1 SW-26 HOSP. WAY, LATERAL, STA. 13+12 -21' 13.0 120.6 126.0 95 SW-27 HOSP. WAY, STA. 12+00 SURF. 11. 7 120.5 126.0 95 SW-28 HOSP. WAY, STA. 14+20 SURF. 11.1 119.7 126.0 95 SW-29 CALLE ARROYO, STA. 1+00 -6' 11. 7 115.2 123.5 93 SW-30 CALLE ARROYO, STA. 3+50 -6' 13.0 112.0 123.5 90 SW-31 CALLE ARROYO, STA. 2+00 -4' 11.1 116.0 123.5 93 JUL 2 SW-32 CALLE ARROYO, STA. 4+50 -4' 13.6 119.7 126.0 95 SW-33 CALLE ARROYO, STA. 2+50 -2' 11.7 117.4 126.0 93 SW-34 VIA LOS SANTOS, STA. 1+00 -6' 12.3 119.6 126.0 94 SW-35 VIA LOS SANTOS, STA. 3+50 -6' 13.6 118.4 126.0 94 SW-36 VIA LOS SANTOS, STA. 4+00 -4' 14.3 119.3 126.0 94 SW-37 VIA LOS SANTOS, STA. 1+50 -4' 13.0 119.5 126.0 94 SW-38 VIA CLEMENTE, STA. 1+25 -6' 12.3 122.6 126 .• 0 97 SW-39 VIA CLEMENTE, LATERAL, STA. 2+35 -4' 13.0 118.8 126.0 94 JUL 3 SW-40 CALLE ARROYO, LATERAL, STA. 1+63 -2' 13.0 113.0 123.5· 91 SW-41 VIA CLEMENTE, STA. 0+30 -2' 11.1 119.6 126.0 94 SW-42 VIA CLEMENTE, STA. 2+00 -2' 11. 7 117.7 126.0 93 SW-43 VIA CLEMENTE, LATERAL, STA. 2+35 SURF. 12.3 115.3 126.0 91 JUL 6 SW-44 VIA CLEMENTE, STA. 1+00 SURF. 13.6 116.6 126.0 92 SW-45 CALLE ARROYO, STA. 1+50 SURF. 12.3 116.1 126.0 92 SW-46 CALLE ARROYO, STA. 4+00 SURF. 13.0 121.1 126.0 96 SW-47 VIA LOS SANTOS, STA. 2+00 SURF. 13.'0 117.5 126.0 93 SW-48 VIA LOS SANTOS, STA. 4+50 SURF. 11. 7 117.4 126.0 93 JUL 7 SW-49 CIRCULO SANTIAGO, STA.3+00 -6' 13.6 121.0 126.5 95 SW-50 CIRCULO SANTIAGO, STA.4+75 -6' 12.3 122.8 126.5 97 SW-51 CIRCULO SANTIAGO, STA.6+60 -6' 13.0 118.7 126.0 94 JUL 8 SW-52 CIRCULO SANTIAGO, STA.3+50 -4' 11. 7 113.4 126.0 90 SW-53 CIRCULO SANTIAGO, LATERAL, STA. 2+99 -4' 12.3 122.6 126.0 97 SW-54 CIRCULO SANTIAGO, LATERAL, STA. 4+74 -4' 13.0 114.9 126.0 91 SW-55 CIRCULO SANTIAGO,STA.5+75 -4' 13.6 119.0 126.0 94 SW-56 CIRCULO SANTIAGO, LATERAL, STA. 6+75 -4' 12.3 117.3 126.0 93 JUL 9 SW-57 CIRCULO SANTIAGO,STA.4+00 -2' 11. 7 117.9 126.5 93 SW-58 CIRCULO SANTIAGO ,STA. 6+00 -2' 13.6 122.2 126.5 96 wt 7/27/81 Woodward·ClydeCon$ultants " CONSUL. T1NG ENGINEERS. GEOL.OGISTS AND ENVIRONMENTAL. SCIENTISTS • COMPACTION TEST RESULt JOII NAME PUEBLO DEL ORO JOB NUMBER 59331W-FCOI (SEWER BACKFILL) DATES COVERED JUNE 24, 1981 THROUGH JULY 15, 1981 DATit JUL 9 ..... T NUM.EII SW-59 SW-60 SW-61 RETEST 0' LOCATION SURFACE CIRCULO SANTIAGO, LATERAL, STA. 4+32 -2' CIRCULO SANTIAGO, LATERAL, STA. 3+20 -2' CIRCULO SANTIAGO, LATERAL, STA. 5+92 -2' SW-62 SW-59 CIRCULO SANTIAGO, LATERAL, JUL 10 JUL 13 JUL 14 JUL 15 SW-63 SW-64 SW-65 SW-66 SW-67 SW-68 SW-69 SW-70 SW-71 SW-72 SW-73 SW-74 SW-75 wt 7/27/81 STA. 4+32 -2' CALLE CABALLERO, STA.5+30 CALLE CABALLERO, LATERAL, STA. 5+67 CALLE CABALLERO, LATERAL, STA. 4+99 CALLE CABALLERO, STA.5+50 -6' -4' -2' SURF. LOT 9, PAD 54, N.E. CORNER -6' LOT 9, PAD 54, N.W. CORNER -4' AVENIDA MAGNIFICA, 20' E. OF M.O.#16 -6' AVENIDA MAGNIFICA, 50'E. OF M.O.#6 -4' AVENIDA MAGNIFICA, LATERAL, STA. 2+28 -2' AVENIDA MAGNIFICA, LATERAL, STA. 3+10 -2' LOT 9, PAD 54, CENTER -2' LOT 9, PAD 54, CENTER AVENIDA MAGNIFICA, 40' E. OF M.O.#16 SURF. SURF. IIO'.TUIIE CONTENT .. DIIY WT. 12.3 12.3 13.0 13.6 13.6 12.3 12.3 13.6 11. 7 13.6 11.1 12.3 13.0 13.0 13.6 12.3 13.0 CATEREPORTED 9/16/81 PAGE SW-3 OF SW-3 .. lELa -LAaOIlATOIIY IIELATIVE DI:N.ITY '1)EN.ITY COMPACTION pe, pe, % 0,. LA •• gEN •• 112.3 123.5 117.5 116.4 116.1 118.5 115.8 117.0 118.6 120.1 118.7 118.0 116.8 115.3 115.6 118.9 117.0 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 126.5 136.5 126.5 126.5 126.0 126.0 87 97 92 92 91 93 91 92 93 94 93 93 92 91 91 94 92 Woodward·CIyde Consultants 8 CONSULTING ENGINEEltS. CEOl.OCIITS AND ENVIRONMENTAL SCIENTISTS 150 14 0 13 0 12 0 110 100 90 • .PLASTICITY CHARACTERISTICS 1 Liquid Limit, % 27 Plasticity Index, % 6 Classification by Unified Soil ~M-SC Classification System 1 1\ 1\ \ 1\ ZERO AIR VOIDS CURVES '\ [\ 2.80 SG \ 1\ 2.70 SG '1 "" 2.60 SG \ 1\ \ 2.50 SG \ \ 1\' , \ 1\ \ 1\ \ \ 1\' \1\ \ i\ \ 3 I' -.\1\ ~ l V r\. \ 1\ \ \ 1-.... f77 ~ , '.\ 1\' 1-f\'\ \ 1\ .... /1 1\\ ~\ 1\\ tJ \1\ \ \ 0.2 I !\ ~. II 1\\ 1\ \\ ::c (!) \ 1\\ \ !\ w ) 3: I \ 1\ ~\ ~ z 1\' \ t\ :::> \ \ 1\\ >-a:: : 1\ ,\ 1\ 0 2 33 15 SC • 3 ICOBBLES I GRAVEL I . SAND f I S I L T & CLAY I _ .clf.clml. . K '" 28 10 100 1\ \ \~ \ 2 SC \ \ 3 -:-. I ',\ 1 i\ '\..\ "' .~ ..... J~ CJ a:: ~ 2 o o I I I I I r 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm ME CHAN ICAl ANAL YSIS DIRECT SH EAR TEST DATA 1 2 .3 Dry Density, pet Initial Water Content, % Final Water Content, % Apparent Co hesion, pst Apparent Fri etion Angle, degrees SWELL TES T DATA 1 2 3 Initial Dry 0 ensity, pet 107 114 Initial Water Content, % 12 10 Final Dry De nsity, pet 100 113 Final Water Content, % 23 14 '\ 1\' ~Load, pst 1\ 1\' ,\ 160 160 Swell, percen t 6.9 0.3 1\' :\ 1\ " " 1\"' r\. r\. ~ ~ "" l\. SAMPLE LOCATION Maximum Dry 1 2 3 ~\ ~ I\. Density, pef 123.5 119.5 126.0 " ,,\ ~ Optimum Moisture '\ ~ ,,, Content, % 10.0 11.5 9.5 I" " ~ 1 CUT RLOPE S.W. COR. SITE 2 .s.w )RNER 3 ~UTTRESS CUT ' ... §. W . COR. / I I MOISTURE CONTENT, % ['\ ~1 10 20 30 LABORATORY COMPACTION TEST 40 LABORATORY COMPACTION. TEST METHOO: ASTM D 1557 70 A FILL SUITABILITY TESTS PUEBLO DEL ORO DRAWN BV: ch I CHECKED IV:.¥Era PROJECT NO: 59331W-FC01 I DATE: 5/14/811 FIGURE NO: 1 wt 5/13/81 WOODWARD·CLYDE CONSULTANTS • • tPfJY;fb . -~ ~' 1200 ELM AVENUE TELEPHONE: (714) 438-5571 CARLSBAD, CALIFORNIA 92008 ((itl' of @.Cadsuab PARKS & RECREATION DEPARTMENT September 8) 1981' Broadmoor Homes 3911 Sorrento Valley Blvd. Suite B San Diego, CA 9212l Attn: James Carter Re Pueblo De Oro Dear. Jim: RECEIVED SEPa 9 1981 . CITY OF CARLSBAD EngineeFing Department On September 3rd I contacted Frank Radmacher's office and spoke with Robert Michell. After my review of their land- scape plans I asked that they beef up -the planting on the rear uphill slopes. Specifically, I asked that shrubs be·added at a minimum of lone-gallon per 100 square feet and that the hydroseed nurse crop include eucalyptus cladocaylox. Once I've received a set of plans with specifications that include these additions, I will send a memo to our engin- eering department approving the plans. i Slncerely, Robert Wilkinson Park Planner R\tJlj b cc: 1 Clyde Wickham ~ Robert Michell POOR .. QUALITY ORIGINALS If. BAGS TO EXTEND TO ~ / TYP. +---B. ' 1.5' MIN 'RIRL TIiCK DOWN ANI) FOLD OYER BLlllYf(ET MIX reSIGN S.D. CO. MIXTlJRE nBtI: ATRIPIEX GIAUCA ARI'EMESIA CALIFDRNIA :mus IMJRINIA ENCELIA CALIFORNIA r..on.is SCOPARIUS MIMULUS PUNlCEUS CORIDPSIS MARI'l':rW\ ESGIOLTZIA CALIFORNIA ALYSSUM SC-:' C'!U -t",.. '" 50;1 10#/AC l#/AC 5#j1>C 4i/AC .3#/AC l#/AC l#/AC 5#/AC 3tt/AC. HYDRa3EEDI~ SUSPENSICN OR SLURRY OJMPC6ITION A. SEED MIX'IURE AT REQUIRED RZ>.TE/ACRE. B. 2000# cx:NWED MULO:II~ FIBRE PER ACRE. C. 500# 'AGRIFDRM FERrILIZER PER ACRE, ANALYSIS lIS RECUlRED BY SOIL SAMPIE FRCM SITE. D. 52 POONOO PER 1lCRE TERRA TACK III SOIL STABlIANT. E. 50 CAL ./ACRE "HL-80" HUMECTANT. \. -_ ... -_ .... - . "-""-- p-""- .. "':;;:. ~. ~ .. -.-... ~' .,- f~. , PROJECT DATE.· 9-18-t3o I II I' ,I I I , I i! 'I' I' ! ' i I I' ' , , ; , : 'i ROY L. KJEMA,' tNG/~EERS., INQ , I'! , · 1 BL~?zt""~ .. · ! ARLAND M. WIBERG / ' , RC. 4 15382 " i Ii il ;: J I: : I: : :' I I; t I: I: • " 'j:~l;;1f,il;;~~~l;::1 r: lilH; 'I-, ,,:. ' i' " " ; 1 \ ' 1 ! I i I I' , i ! : II. I, tI, r' W ' : " ,I·, )~'t'\l:~'~~J"lj~ l,p.y, Q :j'''';'+: I;"'-~-+--~---v,-A.e-j..~ n!--:+.;--+--++-+-+----.-....- .,""":;.1"',.' .: "~!'.:':,~~ ." I!VJ)I1.4t1LI /tk ~ I.. .;. :1 1 I \, " " . .,;,.:.': •. '. 'j, ... " ' ( I;JLqS. ) ,.~.::. ,~,::'/:/;~:.;;~.~~.;:. )(Y;.J!Z4dIJC S {B,zow £)1 ref{ If S ______ ....,--_ .. ,,--,:.,': ;:,:: " :"!"!::" .: . i I ,1. ' '. ~~ '.. '....: ~, --.... ~ , ~ "-I,;.-~"""".'" .... '. ' . -.-..... -,.. ~ . ',.'. '.' . ~" ,.-'. ~-.~,::'-"' .... f ~--:. >~'~,,:;:J":; .. :"'-~~- ,~ '", _ . ~. 1-, ,-• > -., .' -., -~,'" . -. 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' .1 4.49 4.25 4.04 3.86 3.69 3.64 3.41 3.28 3.17 3.06 L~ ;~., .2 2.95 2.81 2.79 -2.71 2.6;1 2.56 2.49 2.42 2.36 2.30 ,"T',,' .3 2.25 2.20 '2.14 2.09 2.05 2.00 1.96 1.92 1.87 1.84 ,. ; 1.76 "~~ '~~\l .4 1.80 :1.72 1.60 1.66 1.62 1.59 1.56 1.53 1.50 I ,~ .5 1.470 1.4~2 1.415 1.388 1.362 1.336 1.311 1.286 1.202 1.23! ~-:,; .6 1.215 1:102 1.170 1.148 1.126 1.105 1.084 1.064 1.043 1.023 ," ~ . .7 1.004 .984 .965 .947 .928 .010 .8tl! .874 .856 .83S "~r.:~ -' . .;~ .8 .821 .804 .787 .770 .753 .736 .720 .703 .687 .67C ::0 .9 .654 .~7 ,.621 .604 .688 .571 .553 .535 .516 .496 ,. :. ~ '. ~ 1.0 .463 ;:, ' i f:j',i, D d .00 .01 .02 --r---- .(l .00007 .00031 .1 ,00967 .0118 .0142 .2 .0406 .0-148 .0492 .3 .0907 .0966 .1027 ., :.1561 .1633 .1705 . (\.232,-.239 .247, . 6 .311 . .319 .327 .7 .388 .39&, .40~ .8 .453 .. .458 .463 .9 .404: .496 .497 . 1.0 .46:1/ i' " . . 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';:' I ' ,i / , , ';' ~~jt}(..er .. iP.If'~' .,MZ-614 ' . __ ._ ,,;. __ .:i:£ . /I; A ..I..?'~e?'!/~($" I' " : . I I I • I B(..,.o~ 1¢-2J. J . I . I I J i: A'4~ 6-'I' 1CA;J TV •. I ' .. ; ; 9J -, /./7 : ~ .I cr ,Jf1 J )11 11/1 () '7"'Jj , S,v f-1;:; . ~~ // I TJ t? ;J : 1 ' ., ·1· I -1 ; '. -j ~. ! ! , i I I II i I l,<li I" / ~.v : I , ' : I ,', I : I j I ;: !,<:. I,: . ">- ,I' • . ' '.":" ,,'1"'" xs- .~ .... ~~-. 'I !' .... ' ',': ~, I., ,'" " . . ~. ~~, ~'~: .. :-''"-~'--~i'~ + - •• '-' !, },' .. 'v _ ~.,' < l ! ~ : : l" ... -'.or , . ... !\ ~;-j ; { '> ~ ~,.~ : I .:j.., ... ,. , '. " ,'". . : ~ " : . i 1 ~ .!1.5' -i n= .015 -t-------r 0.13 f : ' ',1 ',' t 1.2 0.1 0.6 0.5 I 0.4-1,· .. ·, .,1 .. 1· . l I 2 3 4 5 EXAMPLE: GI"enl Q = 10 S = 2.5 % Chart ol"es: Depth = 0.4, Velocity . : SAN DIEGO COUNTY DEPARTMENT OF SPE~IAL DISTRICT SERVICES DESIGN MANUAL n: .0115 . ,. i RESIDENTIAL STREET ONE SIDE ONLY 20 30 4.4 f.p.s . GUTTER AND ROADWAY SCHARGE -VELOCITY C APPROVED (j,JI,~ DATE i-'-12..;..o......-..L..,.,-r_ " .. . ~'i' .,-<t, ~.c, ;~.~ 1.0 .9 ,8 " ~ ' .• 3 !'" C. . 'j o· , '.,1' .' ,u. ;:·0 ;~ t ... .' . ~ x ': C) -. w. .x .. , \.~'.' . ., .' ..... '. ., ' " . .2 !; .1 4 5 I.!) z 3.5a /' c. /' 9/ >~ l .... :x: C) '1.2 BUREAU OF PUBLIC ROADS DIVISION 1;WO WASH .• D. C. ,,,.~ " /-z u:. 0 :x: .... ~ z: w .J "'-o ... o o t.. a:: w c.. .3 .08 .06 .04 .O~ ,02 .01 • [1073.03.L. z w· c. o ... ~ . 0: W .... ~ \1.,' o :x: .... " c.. w· o u.. 9 o .... . ~." .. ~ : .. , ,f",-.... . , , ,';'; ... ·'t .'.,. ... "\. .0 .0006 .0026 .0055 .0008 .i .0005 .0731 .0868 .1010 .1170 .2 .2371 .2609 .2857 .3110 .3380 .3 .523 .• 557 .592 ~G28 .666. .4 .910 .055 1.000 1.040 1.003 ~1'""~·~.;ti'~'~ ":..:,: 'l = n S -~ Q d~~H \\·_~t~~I'j.~tj>·, D'. de~t'n of water and d -diametor of channol. D .00 -.01 .02 .03 d .04 .05 .00 .07 .08 .00 ----------------------, .(1 , .00007 .00031 .00074 .00138 .OO~22 .00328 .00455 .OQ004 .00776 ' .1 .00007 .0118 .0142 .0107 .0195 .0225 .025.7 .02\11 .0327 .03.06 .2 .04.06 .0448 .0402 ;053\ .0585 ,Oq34. .0(189 • 0738 .0793 .08·10 . ... 8 .0907 .0960 .1027 .1089 .1.163 .1218 .11\&1 .13p~ , .1420 .1400 3.\·~ .1501 .1633 .1-705 .1779 • .1\154 .1929 .200'5 .2982 .2160 ,2238 I "'1 ~," . , ~239 ::, ' .5 .232; .247,. .255 .203 .271 .279 , .287 .205 .303 , , '.0' .31'1"' .3111 . .327 ' .3311 .3-18 .350. .358 .306 .373 ·;lltO I .7 .;l88 : .30S·' .40~ • .409' ,o1iO .422 .• 42Q .435 .44J .447 ~8 .453." .458 " .463 .408 .473 .477 .481 .485 .488 .4-91 .9 .494: .40Q' .4!17 .498 .4?8 .408 .400, .404 .·189 .483. : i I· "', ,'f">' ;.. :, '. 1.0 .40~ ~, . k';' I' ?:i, ':. -I ; • -,t ~a'H""_ .. --.~"-r';-'~ -, D .00 .01 .02 .03 .04 .06 .06 .07 .08 .09 _. II ! ----------------------, .0 .0000 .0013 .0037 .0000 .0105 .0147 .OHl2 .0242 .0204 .0360· .1 .0409 .0470 .0534 .0600 .00(18 .0739 .0811 .0885 • 0001 .103jl • .2 .1118 .1190 .1281 .13(16 .1440 .1535 .1023 .1711 .11l00 .1890 : .3 .1082 .2074 .2107 .22(10 .235.'1 .2450 .2546 .2042 .2730 .2830 .4. .2034 .3032 .3130 .3220 .3328 .3428 .3627 .3027 .3727 .3827 .5 .393 .403 .413 .423 .433 .443 .*53 .402 .472 .482 .6 .41),2 .l>O2 .512 .521 .5~1 .5010 .550 .5~0 .1)69 .678 .7 .587 .506 .605 .614 .023 .032 .640 .049 .657 .6(10 .8 .OH .(l8i .080 .(107 .704 .712 .710 .725 .732 .738 '.0 .746 .760 .761l .7(11 .76(1 .771 .775 .770 .• 782 .784 ; i' '.1 I -... -------I , , I, il Ii" i lIy~~4tI~~ i ~ i " I ,II · 7J2. # ,7'9'li2711 I II! "111'",; j • 1 I • ' , ~ " t .\ " ~tl"1 'j 00", , I . I, ,1· < t .. " 'v, r--~~-~_-J ..:...-.-~. '/ I.,J." ' " ~. -... -, Tublc 11:3. For Determining the Dlsch-;gc 'Q of n CirCUI~r[':--~\ ':'. I ! ·1 i I J 1 i Channel Flowing Purt Full Whcn Plow Is nt .Criticul Depth " :7 ~ I tl r . , , . r..o~~~~_Do Thon Q .,; K.D.~~. .,;-. dilllllct,cr of chunncl d and K. tho tabulated valuo. 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