Loading...
HomeMy WebLinkAboutGINAMI HILLS Lots 3A & 3B S-8161L A, f5 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET CASE NUMBER: S-8161 SUBDIVISION OR PROJECT TITLE: DATE RECEIVED: May 14, 1985 COMMENTS DUE BY: June 7, 1985 Lots 3A, 3B Ginami Hills Subdivision ) PUBLIC WATER AVAILABLE ( ) PUBLIC SEWER AVAILABLE ) COMMUNITY WATER AVAILABLE COMMENTS: ~~ '--~/0'/~/' CNGINE ERING GE(i' OG Y Cons~ti'ng and Services, Arctic-Subarctic April 8, 1985 Mr. Raul Ralmer 4155 TUdor Centre Dr., Suite 204 Anchorage, Alaska 99508 P.O. Box110186; Anchorage, Alaska99511 · (90~349-4942 2Ob Number 85010 Re: Rercolation Tests Conducted on Lot 3, Ginami Hills Subdivision, Section 35, T12N, R3W, S.M. Dear Mr. Palmer: Two successful percolation tests were performed on the subject property on April 1, 1985 and April 3, 1985, in accordance with the procedures specified by the Municipality of Anchorage Department of Health eno Environmental Rrotection (DHER). However, due to the slow percolation rates, a DHER bed design should be installed at the proposed sanitary sewer system sites to provide adequate sewer service. Variations of the dimensions of the proposed systems are listed below: Site of Test Rit 2, west half of Lot 3 will require a minimum of 1202 sq. ft., or a bed system~area about 25' x 49' or 30' x depending on final bed design.. Site of Test Pit 3, east half of Lot 3 will require a minimum of 1382 sq. ft., or a bed system area about 26.5' x 53' or 30.5' x 46', depending on final bed design. The percolation test results must be approved by DHEP in order to acquire a permit for final septic system design. Fluctuation of ground wager and surface run-off due to seasonal' variations or changes in soil type at the septic system sites will- require additional percolation testing. If you have any questions or if I can be of further service', please contact me at 349-4942. Sincerely, ENGINEERING GEOLOGY CONSULTING AND SERVICES E. Richard Rahaim, C.P.G. 'S 8 1 1 JUN 1_ 0 1985 · Foundation Invest~tions * 8ire Exploration * Inspections * Percolation Tests * Soil Reports * Drilli*~g Supervision Oonrd/t'tng~arb~ S~e~, P.O. Bbz 110186, A~h~e, A~ 99511 SOILS LOG - PERCOLATION TEST [] PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 4 5 6 7 ~ffi ~ · 13 14 16 20 COMMENTS SLOPE SITE PLAN WAS GROUND WATER S ENCOUNTERED P E Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE /O/~,' (minutes/inch) · TEST RUN BETWEEN FT AND FT PERFORMED BY: CERTIFIED BY: DATE: P. O. Bo~. 110186, Anchorage, Alaska 99511 7) SOILS LOG - PERCOLATION TEST PERFORMED FOR: DATE PERFORMED: '~PERCOLATION TEST SLOPE ' w SITE ~LANI 11 12 · 1.2, ~'- ~, ~ ~.'.~ 14 15 16 · 17, 18- *, 19 20 ~ "'"~ --'~/~/~" ;"~ "~" WAS GROUNO WATER .. ~'~"' '~' ~'"J ~'~-'~, ENCOUNTERED? ~ L 0 P E' IF YES, AT WHAT DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop / /'~.' / ~' 0 0 0 .2 -",/;/,FS ~.'~.o ,~ ~.~. ~ ...~ . ~ ~ :22 ~ ~,, ~ ,, ~ ~.. Z~ ~ ,, ~.. ,..~,, ~ ~: ~ / o ,' '~,, ,~" -7 ,, S'~ .;, . ~ ' / ~ " ,~" /~ ~': ~ /~" / ~" ~,, PERCOLATION RArE ~ ~ (minutes/inch! P.O. Bo~ ~i0i8~, A~e, A~ 99511 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: '.J~'"~' P ER CO LATI ON TEST LEGAL DESCRIPTION: ,/--~T~.~ 2 3 4 7 .10 WAS GRQUNO WATER ENCOUNTERED? · ~r~7 ~,'1¢~/ ~ IF YES, AT WHAT /,"~¢-.~. ~r~O~/ DEPTH? Reading Date Gross Net Oeoth to Net · Time Time Water Oro~o .~ ~, .~ f~_<, ..'~ ~ ~,~, ~ ', ~ ', ~ /~: ~0 /~ ~,'~, / ~" ~ ,, ~ ,, /~:~ ~ ~,,. /~ ,, ~., RUN BETWEEN ~ FT AND '-~'~" FT COMMENTS r ~ .5' '3': ,/