Laserfiche WebLink
ADDRESS REPAIR/ADDITION <br /> 11757 North Davis Road Add 40 ft of leachline and 2 ft x 10 ft x 25 ft sump <br /> 11760 North Davis Road Add 88 ft of leachline and one 33 inch dia pit <br /> 11772 North Davis Road Add 40 ft of leachline and one 33 inch x 25 ft pit <br /> 11964 North Davis Road Sump installed (dimensions unspecified) <br /> 11923 North Davis Road New 40 ft of leachline and one 33 inch x 25 ft pit <br /> 11599 North Davis Road Add 100 ft of leachline to existing system <br /> 10414 North Davis Road Add unspecified additional drainage <br /> 10534 North Davis Road Add 30 ft of leachline and one 4 ft x 10 It by 10 It sump <br /> 14190 North Davis Road Add two 40 ft leachlines <br /> 11493 North Davis Road Add 50 ft of leachline and one 2 It x 10 ft x 12 ft sump <br /> 11655 North Davis Road Add 140 ft of leachline and one 2 ft x 8 ft by 10 ft sump <br /> 15521 North Davis Road Add 90 ft of leachline and one sump (dimensions unspecified) <br /> [3] SOIL PROFILE AND PERCOLATION TESTING <br /> The top soil from 0 ft to 1 ft consists of a dark brown/black clay, which possesses a high organic <br /> matter content and was slightly moist. The Unified Soil Classification System (USCS) classifies <br /> this soil as CL/OM: a lean clay with organic matter content. Below this top soil is a rust mottled, <br /> brown silt(brown ML)which extends to 4 ft. Soil at the typical leachline depth of 42 inches will <br /> be in this stratum. Soil from 4 ft to 8 ft consists of a rust mottled, tan very fine sandy silt (tan <br /> ML) which is dense and compact. At 8 ft is a rust mottled fine-to-medium silty, well-graded <br /> sand(ML/SM). A Log of Boring designating the USCS soil classifications for the deep <br /> percolation test boring accompanies the FIELD PERCOLATION TESTING REPORT. <br /> A Well Driller's Log for a domestic well at 10545 North Davis Road(Valley Bible Church) <br /> indicates alternating thin(<20 ft)clay and sand strata from the surface to the well depth of 183 ft. <br /> Percolation testing was conducted on Parcel I on the south side of the existing house. One <br /> shallow(42 inches) perc test and one deep (9 ft)perc test were conducted. Perc testing was not <br /> done on the Designated Remainder, in accordance with Environmental Health Department <br /> regulations. The borings were drilled, scarified and pre-saturated the day before testing. <br /> Readings were taken over a four-hour test period to ensure maximum soil saturation under <br /> 2 <br /> valley s`lg Research <br />