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Home My WebLink AboutFASSLER Lots 1-6 S-7260 & S-7260A MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division t ' ./; ~ ~ CASE REVIEW WORKSHEET CASE NUMBER: /~r~ '"'~ / ~'~ j~ ,IiDA)-ERECEIVED: COMMENTS DUE BY: S-7260A~ ~' ' ~-(">',~,t~¢~,l._,[t~,October 31, 1984 November 19, 1984 SUBDiV;SION OR PROJECT TITLE: Lots 1 - 6 Fassle~ Subdivision WATER AVAILABLE ,~.'~COMMUNITY WATER AVAILABLE PUBLIC SEWER AVAILABLE COMMENTS: DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 'E' STREET, SUITE 303 ANCHORAGE, ALASKA 99501 BILL SHEFFIELD, GOVERNOR 274-2533 May 19, 1986 David R. Dayton, PE .SR 1 Box 1026 .Chugiak, Alaska 99567 SUBJECT: FASSLER SUBDIVISION, Water Improvements Waterline Extension o¢ OAWN WATER CO. to 6 Lots 8621-FA-135 Dear Sir: We have reviewed the plans and speci¢ications ~or the subject project and are hereby issuing this letter and a "Certi¢icate to Construct" which constitutes written approval required by A,S, 46.03,720(a) ¢or construction o¢ the water system. Final approval will require the submission o~ Engineered as-built plans. Inspection and sign o¢¢ o¢ as-built plans shall be per¢ormed by a Pro~essional Engineer registered in the State o~ Alaska. Arrangements Cur this inspection work is the responsibility o¢ the developer. In addition, the owners signature, address and telephone number is required. The "Certi¢icate to Operate" the water system will be issued when the Department has approved the applicant's as-built plans. Any {uture expansion o{ the subject project will require additional approval ~rom this o~¢ice. All ~uture correspondence should include the above assigned project number. Sincerely, ~, PE District Engineer SWE:pkk ENCLOSURE PUBLIC WATER SYSTEMS · ::,: i:,..i A: *:.APPROVAL TO CONSTRUCT . ~. : .. ~ Plans:for. the.construction or modification of //~ ' ,~/~- · ~Y ~'. ..... '; /]]',~ ~ ~ . h,ve been reviewed and are ,.Alaska, submitted/n accordance with 18 AAa 80.100 '. · . ~ approved. · ~ ' ~ co~dltlonallyapproved (see attached conditions). · If construction has no~ed within two years of the approval date, this oertlflaate Is void and new, plans.and .specifications must be sUbm tted for review a~d approval before construction. '~ ; .' .. B.':i APPROVED CHANGE ORDERS ' .' ' Change (contrect order no. or deecrlptlve reference) Approved by Date C. APPROVAL TO OPERATE The "APPROVAL TO OPERATE" section must be completed and signed by the Department before any water is made available to the public. The construction of the public water system was completed on (date). The system Is hereby granted interim approval to operate for 90 days following the completion date. BY TITLE DATE As-built plans submitted during the interim approval period, or an Inspection by the Department; has.confirmed the system was constructed according to the approved plans. The system is hereby granted final approval to operate. BY TITLE DATE 18.0407 (Rev. 11183) DISTRIBUTION: I. WHITE · ENGINEER (Complete Section C) 2, YELLOW -WATER SYSTEM FILE (Complete Section C) 3. PINK - ENGINEER/MUNI.BOROUGH (Complete Section C) 4, GOLDENROD · MUNI.BOROUGH (Con)plete Section A) MUNICIPALITY OF ANCHORAGE , DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET CASE NUMBER: DATE RECEIVED: COMMENTS DUE BY: /~ $-7260 August 31, 1983 September _?~, 1983 SUBDIVISION OR PROJECT TITLE: Lots 1 - 6, Fassler Subdivision / l/~, ,, ~/~ _~ .~ ~IC WATER AVAILABLE ( //,~ ~'~C SEWER AVAILABLE , ~ ~ Y~ COMMUNITY W~R ~ILABLE ~' /.(~ ~ ~;~' / I 71-014 {Rev. 5/83) Case # WASTEWATER DISPOSAL Public Sewer CHECKLIST SU~DI~VIS ION REVIEW Community Onsite Sewer Zoned ~"-Single-family Onsite Soil tests stamped by engineer, si~ned, 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/DI8 Date SOILS LOG PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaskn 99501 264-4720 SOILS LOG- PERCOLATION TEST PERCOLATION TEST SLOPE SITE PLAN 10 11 12 13- WAS GROUND WATER ~JO S ..... J ..... 14- Gross I~nt Depth to Reading Date Time 'l'im¢ Water Drop 15 '16 17 20- PERCOLATION RATE ~¥?¢~ __ (mh~ules/inch) TEST RUN BETWEEN FT AND ~ f:T .."' //¥',? ,x/ / , x" - ""//,..~7. ,...' _ ..- . O. 0g05 1983 SOILS LOG I~EFIFORMED LEGAL DESCRIPTION: 4 5 6 7 8 9 I0 11 12 13 14 15 16 PERCOLA~i ION MUNICIPALITY OF ANCHORAGE DEPARTMENT OF: HEALYH AND ENVIRONMENTAL PROTECTION 025 L. ~;treot, Anchorage, Alnsl~n 99501 264-4720 SOILS LOG - PERCOLATION TEST SI._OPI~ WAS GROUND WATER EN COLIN1-ERED? IF YES, AT WHAT DEPTI I? Reading " Not ] Depth to Not Dato Time ITim° I Water ~._ r)r(),) I 17 18 19 2O COMMENTS 72-008 (6/79) PERCOLATION ltATE ..... (minutes/inch) /, TEST RUN BETWEEN , F'F FT SOILS I.OG MUNICIPALITY OF ANCHORAGE . DEPARTMENT OF ItEALTI-I AND ENVIRONMENTAL PROTECTION 025 L. Street, Anchore~le, Alaska 99501 264-4720 SOILS LOG- PERCOLATION TEST [-] PERCOt. ATION TF'ST PERFORMED FOR:_ LEGAL DEL;CFHPTION: 1 2 3 4 5 G 7 8 9 DATE P[~RFORMED: SLOPE SIT[! IH.AN 10 11 12 13 14 15 10 17 18 19- 20 COMMENTS PERFORMED WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? 72.00[~ (G/ID) Reading Date Time Not Depth to Net Time Water Drop PERCOLATION [:lATE ~ hurl;s/inch) TEST I]tJH BETWEEN ..... /T AND FT 0 & E ENG'NEERING & DEVELOPMENT CO. ..ox 90. Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Ru#all Oyater 694-2774 Performed for: SOIL LOG MalllngAddress: 'f'~'¢) ' i'Ve× / ~? / , Earl EIIla 688-2280 9 ~ ,. ,. 10 , :il PLOTc~LA" 12' 13 14~ 15 PERC. TEST 16 ---7 Ground Water Encounte ed: Yes . No ~.,'/'" If yes, what depth. Proposec~'~t~;latlon: "~oepag.e Pit Drain Field Pedormed by'..._/~"~[~{~- . ~,~ ~r,/- 7-" / I t