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HomeMy WebLinkAboutTUNDRA JEWEL RANCH LT 17A1lot ~ ~ MUNICIPALITY OF ANCHORAGE (~, DEPARTMENT OF HEALTH & ENVIRONMENTAL PRoTEcTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 2644720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME 1~,._~ ~ ~ ,PHONE [~INEW LOCATION DISTANCE TO: Manufacturer OISTANCETO: NO. of lines/ Lengt~<.~ch I~. Top of tile ofin' h d Length Width Tot. te,{;ial be~ea, th tile Deptl~' IMaterial Neares~A,ne/~----/~'' Tren,~'~vbh '' inches inches No. of comparlments 2 Liquid depth PERMIT NO. Liquid capacity' in gallons PE N - Distance bet4Neen lines Total effective absorption area PERMIT NO. Type of crib Crib diameter Crib depth Total effective absorption area Well Building foundation Nearest lot line DISTANCE TO: Driller I PERMIT NO, Class Oepth Distance to lot line DISTANCE TO: Building foundation Sewer ine Septic tank I Absorption area(si OTHER PIPE MATERIALS INSTALLER, REMARKS 78) LEGAL PERMIT NO. t'lU~-.I I C I P~:IL I TY OF ,qt-~i31 1(3RAGE DEPARTMENT ~ ~HE8LTH AND ENVIRONMENTAL '~ '3TECTION " 825 'L' STREET, ANCHORAGE, AK. 99501 264-472~ O~--S ITE SEIWER UPGRRDE PERM I t ( 821083 > APPLICANT LOCATION LEGAL RANDY DAWSON Li?A TUNDRA JEWEL RANCH C?O S&S ENGINEERING SRB 19OX E ~45-2~11 LOT SIZE 9~999 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS SOIL RATING THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: DEPTH= 14 LF~GTH:: 28 GRD,~"EI DEPTH= THE LENGTH DIMENSION IS THE LENGTH (IN FEET> OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET>. THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE MINIMUM DEPTH Of GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCRVRTION (IN FEET>. REm~UIRFD SFP I IC T,'INK SIZE= 2250 GF~LLO~$ PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. ------ TI-lO ( ~ > I I'~ISPFCT I 01'-,15 ARE REi'~U I RED BACKFILLING Of ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND TO A COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. I CERTIFY THAT l: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE. MUNICIPALITY OF ANCHORAGE. 2: I HILL INSTRLL THE SYSTEM IN RCCORDANCE WITH THE CODES. ~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE S IGNED:RESIDENCE__~_r-'-JI__j_J-I'-~-~'J-'fIS REMODELED TO INCLUD~ MOR~ THAN 12 BEDROOMS. ~ff~'~~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 I- Street. Anchorage. Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST LEGALDE$ORIPT,O.: ~" /7 ~ "~./ 1 2 3 4- 5- 6- 7- 8 9 SOILS LOG [] PERCOLATION TEST DATE PERFORMED: 2fOcT£Z. SITE PLAN ! \, I 10 11 12 13 '14 15 16 17 18 19 20 UNDWATER ~OUNTERED? 'ES. AT WHAT Gross Net Depth to Net Reading Date Time Time Water Drop , ! PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) ~ FT COMMENTS CERTIFIED BY: DATE: .,~GRE,~:.R ANCHORAGE AREA BOI~.IGH Department of Environmental (~uality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~,~'e,~'. /J~.e,l/e~ MAILING ADDRESS'~ ~ C~UG¢4[¢ ,'~,v.. PHONE LOCAT,ON LEGAL DESCR,PT'O" /or/7 d,,,,-,- SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH MANUFACTURER MATERIAL NUMBER OF COMPA RTM ENTS INSIDE WIDTH. LIQUID DEPTH LIQUID CAPACITY /~00 GALLONS. SEEPAGE PIT: NUMBER OF PITS -- LINING MATERIAL BUILDING FOUNDATION ADDITIONAL ABSORPTION E~/~/'~,AM~ER OR W,DTH CRIB SIZE: DIAMETER , NEAREST LOT LINE~ LENGTH , DEPTH DEPTH DISTANCE FROM; WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) WELL: TYPE BUILDING FOUNDATION __ CESSPOOL APPROVED CONSTRUCTION NEAREST LOT LINE , OTHER SOURCES DISAPPROVED DEPTH NEAREST SEPTIC SEWER LINE TANK __ REMARKS DISTANCE FROM: SEEPAGE SYSTEM . DISTANCES: INSTALLED BY: PiPE MATERIAl. · * LOT SLOPE: REMARKS: Form No. ED-D31 DIAGRAM OF SYSTEM DATE .~/&/? ~"'" APPROVE GreaTER ANChOraGE ArEa BorouGh DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274'4~61 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. NAME OF APPLICANT~ ~/ --(~.v ~, INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF.* SEPTIC TANK SEEPAGE PiTi TYPE AND SIZE Of FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS PHONE DRAIN FIELD OTHER NOTE; THIS PERMIT I$ NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE/~t'~ MINIMUM DISTANCES. REQUIREMENTS FOUNDATION TO SEPTIC TANK ~.~ FOUNDATION TO SEEPAGE PIT , DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK . TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD DRAIN FIELD SEEPAGE PiT /~ ~ ~ ALSO CONSIDER AREA WI"LLS. SEPT'C TANK. /o© ,, SEEPAGE P,T /4 o' DRA,. F,ELD TO RIVER. LAKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING (;AP OF EXCAVATION S FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FIT~'ED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL .~CONFORM TO BOROUGI-~REGuIrATI(3NS REGAfl[~I~NG INSTALLATION. SEEPAGE AREA SIZE TYPE DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ~NCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. /~ ~// ~ FORM NO. IEQ-018 EXCAVATION ROBERT A. SHAFER WORK CIVIL ENGINEER 694-2979 Randy Dawson SRA 1551-V Anchorage, Alaska Dear Mr, Dawson, 99507 October 20, 1982 ~UNICIPAMTY OF ANCHORAGE DFnT C~ :'.' ".~ '. ,~. ENVIRO;IMzN;A-; .,O.:LIION OC-[ 2 ? 1982 RECEIVED Reference: Lot 17A-l; Tundra Jewell Range Subdivision A sewer system adequacy test was performed on the system located on the referenced property, as you requested. You had the septic tank excavated, and it was determined to have an actual capacity of 1,500 gallons. The seepage pit was charged with 900 gallons of fresh water, and after a period of 24 hours, it was determined that approximately 1,200 gallons had percolated out of the system. It can be concluded from this test that the septic tank is not adequate for the twelve bedrooms located in this apartment building. The minimum requirement for a .twelve bedroom residence.would be 3,250 gallons. It is also noted that the septic tank is badly deteriorated and has several holes near the top. It will be necessary for you to have this tank replaced with an approved septic tank, with.a minimum capacity of 3,250 gallons. The seepage pit proved to be adequate for approximately eight bedrooms; therefore, it will also be necessary for you to have an additional absorption area added to this system. The additional absorption area must be adequate.for a minimum of four bedrooms. · When the above information was furnished to you by telephone, you requested that we have a soil test performed and obtain a permit from the Municipality for the instal- lation of the 3,250 gallon septic tank and for the addition of 28 linear feet of trench, 14 feet deep with 9'feet of sewer rock. Once you have made arrangements with your excavator to have this work performedi our Office will provide the necessary inspections to insure compliance with..Munlclpallty specifications, If we may be of further service, please do not hesitate to contact us. Sincerely, - ' . / RA//iga . / cc: Municipality of Anchorage Environmental Health Department SRB 196X EAGLE RIVER. ALASKA DAVID A. SLENKAMP ROBERT A. SHAFER MECHANICAL ENGINEER 694-9O55 AUgUSt 3, 1981 CIVIL ENGINEER 694°2979 NIUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PP, OTECi'ION Randy Dawson SRA 1551-V Anchorage, Alaska 99507 AU6 1. 1 1981 RECEI_V. ED' Dear Mr. Dawson, Reference: Lot 17A-l: Tundra Jewel Ranch Subdivision A sewer system adequacy test was performed on the system located on the referenced property at your request. The septic tank was pumped and could only be verified to have a capacity of slightly over 1000"gallons. However, the septic tank may be full of solids ,that could not be removed through pumDinq. The only way that we can verify the capacity of this tank would be to have it uncovered. The seepage pit was partially full of water and approximately 1000 gallons of additional water was added to the crib. Measurements taken after a 24 hour period indicate that approximately 1761 gallons had percolated out of this crib. It can be concluded from this test that the septic tank cannot be considered adequate without further exploration. The required size of the'septic tank for the type of occupancy that you currently have in the building would be 2500 gallons. The seepage pit is, however, adequate for the current occupancy, which includes apartments on the second floor c6nsisting of eight bedrooms, which require . a percolation of 1200 gallons and business occupancy located on the first floor which requires an additional 250 gallons of percolation. Therefore, the total percolation required, based on existing occupancy would be 1450 gallons. If we may be of further assistance, please do not hesitate to call. Si,Dce~ly, j'? ~ cc: Municipality of Anchorage Department of Health and Environmental Protection SRB 196X EAGLE RIVER, ALASKA GUIDE & OUTFITTER POST OFFICE BOX 8 · CHUGIAK, ALASKA 99567 TELEPHONE (907) 688-2419 SA TISFA CTION GUARANTEED