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HomeMy WebLinkAboutBARKERS S-7896 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET CASE NUMBER: DATE RECEIVED: COMMENTS DUE BY: S--7q~9~- ~ ~ October 16, 1984 November 2, 1984 SUBDIVISION OR PROJECT TITLE: Lots 1, 2 Barkers Subdivision' ( ~ -) PUBLIC WATER AVAILABLE ( UBLIC SEWER AVAILABLE ( ) COMMUNITY WATER AVAILABLE COMMENTS: ' / / / /~ / J / / 71-014 (Rev. 5/83) PERFORMED FOR: LEGAL DESCRIPTION: , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS PERFORMED BY: [] SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERCOLATION TEST WAS GROUND WATER ~ ENCOUNTERED? /~,/I ~ O P E IF YES, AT WHAT DEPTH? SLOPE SITE PLAN bbe, A. Shf~r Ne. 1457-E Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE //~ (minutes/inch) TEST RUN BETWEEN . ~ FT AND __ FT 72-008 (6/79) S 7 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SOl LS LOG PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O COMM E NTS T/5- lu ,~' / L Ti~ ,,f',a xJp G-L,J - SPJ N~. 1457-E SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? O P E PERFORMED BY: ~-j,~l~.,~~ 8FIB 19s~' , PM. 69~970 72-008 (6/79) Gross Net Depth to Net Reading Date Time Time Water Drop I~]~RCO LATIO N RATE TEST RUN BE'I~EEN FT AND ~ (minutes/inch) FT CHECKLIST WASTEWATER DISPOSAL Public Sewer SUB.VIS ION REVIEW Community Onsite Sewer Soil tests stamped by engimeer, signed, dated, identified, etc.; Sufficient soil tests to characterize minimum of 50% of subdivisiom in probable absorption field areas; Soil test locations accurately identified; Perc test data adequate; Groundwater monitored for 90 days, with last month occurring between June 1 and October 15; Accurate topographic map; Slope <25% in general region of original and replacement sites; D.E.C. approval of community system plans (if applicable); Bedrock outcroppings or shallow depth to bedrock; Sufficient setback from creeks, major drainages, other water bodies; Sufficient setback from cutbank or bluff; Sufficient setback from probable private well locations; Sufficient setback from community well(s); Sufficient setback from curtain drains; Curtain drains installed and ground water monitoring results shown; ~~-- Thorough site visit (walk-through) completed; Minimum proposed lot size meets with DHEP and Zoning criteria; One original plus two replacement sites delineated for each lot, while maintaining all separation distances between replacement sites, property lines, water supplies, water bodies, probable building structure location, cutbanks, bluffs, etc., and in areas having less than 25% slope; WATER SUPPLY Public Water Community Water -family Wells D.E.C. approval of community water supply; Known water supply problems in the area; Water rights applied for from DNR for community wells; Meets all separation distances; Sources of contamination identified (dumps, chemical storage sites, etc.; Adequate water supply and acceptable water quality; KB5/ej/D18 / , ,'"12 2 0 ') 167.5 ! '167,5 ' .; '( ,., ~J .,"," ?:',,. ..... , , .,... /.'// ~ / .' . ,:'.... / ,' .. ,./:, .,,.~;-~- / .,.' , ' / ,.>:-".." }...',,..,,': .:, .. ~(:,(:.:; ,'1 . : ',/ / )~ / : ,' }~,' .',~ .~.~ · ,_ ,.::/(,.",,'//:.', :,,: ' //::'/:/:':, i . . -' //,.'/',,'L'L,: / .' /// /,./ / I //~ / /. / , / '-~ _. " / 221'5 223 C 221.0 . 22 'l 220 5 / ~ ' 227 0 220 5 · :. '.__:~, · .~ .._ 2,o~ 207 o ' / / 21~ 5 / .. , <~.. ~ ' ~ '. // t~'-".~/' '-- ~- ~ < I ..~ ..... '. ] ........... 9;~'099 'g,,O~:£OoO0 N .~ I I: