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HomeMy WebLinkAboutJODY Lot 1 & 2 MUNICIPALITY OF ANCHORAGE '~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET CASE NUMBER: DATE RECEIVED: COMMENTS DUE~, BY: S-7943 December 3, 1984 :~ D~cem..ber 21,= 1984 SUBDIVISION OR PROJECT TITLE: Lots 1, 2 Jody Subdivision I (i'iL'' ) COMMUNITY WATER AVAILABLE i/)' PUBLIC SEWER AVAILABLE COMMENTS: / PERFORMED FOR: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST 10 13 ~4 17 [ ~ A. Sh.~r Ho. 1~7-E 19 20 SLOPE SOILS LOG PERCOLATION TEST p E R FORM E D?,i/~'///~ DATE SITE PLAN WASOROUNDWA -ER WD t ENCOUNTERED? O DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND -- FT COMMENTS PERFORMED ~,,~L~ ~IVER, A~S~ ~Tt ~ CERTIFIED 72-008 (6179) ' 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 PERFORMED FOR: ~_~ ~'~ ~J~/ w&f~ ~/--~J/ · L~GAL OESDR,PT,ON:--~/~_ Z ~7 J' O~ 1 2 3 4 5 6 7 8 9 10 11 12 13~ 14- 15 16 17 18 19 20 DATE PERFORMED: 7-Td-/J ,lC' / ~J SLOPE SITE PL/ L:/(.--/-,' ?/'//- '7' WAS GROUND WATER ENCOUNTERED? IF YES~ AT WHAT DEPTH? lit: / , Gross Ne;~ Depth tO Net Reading Date [.~vzZ. Time Time Water Drop ,, j PERCOLATION RATE '~/~J'- (minutes/inch) i FT Case ~ WASTEWATER DISPOSAL Public Sewer CHECKLIST SUBDIVISION REVIEW Subdivision ~ ~ ."/ Community Onsite Sewer Zoned Da t e /Singl~-family Onsite Soil tests stamped by engineer, signed, dated, identified, etc.; Sufficient soil tests to characterize minimum of 50% of subdivision 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 Single-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; Review conducted by KB5/ej/D18 Date ox