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Home My WebLink AboutC STREET INDUSTRIAL BLK 1 LT 1E1 GRE'-.ER ANCHORAGE AREA BOr 'JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 ~ IblSP~.T.,ION REPORT~T[=r::',:,G; ;,;;r-~AL SYSTEM SEPTIC TANK: DISTANCE NUMBER OF FROM WELL MANUFACTURER MATERIAL COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH .LIQUID CAPACITY. GALLONS. SEEPAGE PIT: NUMBER OF PITS __ LINING MATERIAL BUILDING FOUNDATION__ ADDITIONAL ABSORPTION DIAMETER __ OR WIDTH__ CRIB SIZE: DIAMETER NEAREST LOT LINE__ LENGTH , DEPTH DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. WELL: TYPE ~ CONSTRUCTION BUILDING NEAREST~,~ " FOUNDATION_ LOT LINE//~/ CESSPOOL OTHER SOU RCES APPROVED DISAPPROVED NEAREST SEWER LINE REMARKS DEPTH SEPT I C ,/~//,~..~ , TANK/il1/ DISTANCE FROM: SEEPAGE SYSTEM DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: PIPE MATERIAL: LOT SLOPE: REMARKS: Form No. EO-O31 DATE /--,~'~ -- 7 f APPROVe- r~~~/~'~ G.A.A.B. GreaTer ANCHORAGE AREa bOROUgh DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 SF.W-A~ ui~VOSAL $¥-$T~/~- APPLICATION AND PERN~IT PERMIT NO. INSTALLATION OF: SEPTIC TANK S~ , DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH TO BE INSTALLED BY SOIL TEST RESULTS NOTE.' THIS PERMIT IS NOT VALID WITHOUT SOIL COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTIO DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE Pit WALL SEPTIC Tank .,SEEPAGE PIT TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAin TO SEPTIC TANK DRAIN FIELD SEPTIC TANK, , SEEPAGE Pit TO RIVER, LAKE, STREAM. SEEPAGE AREA SIZE DRAIN FIELD . DRAIN FIELD SEEPAGE PIT ALSO CONSIDER AREA WELLS. SEEPAGE PIT ., DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REG ~TIONS REG/~DING INSTALLATION. TYPE DIAGRAM OF SYSTEM DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. FORM NO. EC~-01 6 x.~ jj it ~ ~ / 14qLLIAMA. EGAN, GOVERNOR / DEPT. OF ENVIRONMENTAL CONSERVATION /~ $OUTRCENTRAL REGIONAL OFFICE DENALI STREET / MACKAY BUILDING- ROOM 85L7 ANCHORAGE £9501 DEPT. OF ENVIRONMENTAL CONSERVATION ,~SOUTHCENTRAL REGIONAL OFFICE MACKAY BLDG. 338 DENALI STREET ANCHORAGE 99501 JAY S. HAMMOND, Governor October 13, 1975 Rolf Strickland Anchorage Municipality 3330 C Street Anchorage, AK 99503 , "C" Street Industrical (Robert Subject: Lots 1E and IF Block 1, P. Bannon) Dear ~r. Strickland: This office has no objection to the location of the well approximately 10 feet from the S.E. corner of the building as public sewer is used for the sewage disposal can all sewer piping is at least 70 feet from the well. Sincerely, Kyle J. r Regional Environmental Supervisor INVESTMENT BROKERS OF ALASKA November 24, 1975 Mr. Rolf Strickland Chief Sanitarian Greater Anchorage Area Borough Anchorage, Alaska 99503 HAND DELIVERED Dear Mr. Strickland: Thank you for meeting with me last Friday concerning my ware- house on Lot 1El, Block 1, C Street Industrial Subdivision. Construction is nearing completion on the lateral line which is intended to serve this structure. Unfortunately, we have encountered severe conditions which are causing additional time delays for the project. I desire to place a temporary holding tank which would receive waste frommy two restroom~. It is our intent to continue with completion of the lateral and to tie into it as soon as it is accepted by the Borough. I understand that upon in- spection of the temporary holding tank hook-up, I would be able to receive an occupancy certificate for my building, which is occupied for storage by Alaska News Agency. I undertand that we are obligated to hook up to the lateral sew~~a~h~_ry_ea~iest possible date. Thank you for your consideration in this matter. Sincerely, Robert P. Ban~on SC SUITE 201,629LSTREET · ANCHORAGE, ALASKA 99501 · (907) 277-6505 GReATEr AnChORAGe AREA BorOUGh PERMIT NO. DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE Z74-456 ! SEWAGE DISPOSAL SYSTEM APPLICATION AND PERMIT INSTALLATION OF: SEPTIC TANK MA,1ING ADDRESS C,V% P.ONE SEEPAGE PIT DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS TO BE INSTALLED BY NOTE: THIS PERMIT IS 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. C TAr',l,k SIZE ~ 4, ~ TYPE ~ MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO S~P---~; TAN~ FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL S~EF~IC TANK .,SEEPAGE PIT TO NEAREST LOT LINE. WELL TO ~J ~ DRAIN FIELD , DRAIN FIELD SEEPAGE PIT ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK IDRAIN FIELD ~3PTIC TANK, r"~/'--C': . SEEPAGE PIT TO RIVER, LAKE, STREAM. SEEPAGE PIT , DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS/E~ARDING INSTALLATION. / / /) // t G .A.A .B. OR LICENSED DESIGNER SEEPAGE AREA SIZE TYPE DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED.~..~{,/~SYSTEM,~///~/IS/~ln ACCORDANCE~ WITH SAID CODE. ~' /~~~ ~?~.... ~. '-;~ ~::~; ~ DATE APPLICANT'S SIGNATURE FORM NO. EQ-01 6 CUTLER Engineers Surveyors October 24, 1974 DaLe L. CUTL~eR ANCHORAGE, ALASKA 274-7711 New Address: 6361 Nielson Way Greater Anchorage Area Borough Department of Enviormental Qualty 3330 "C" Street Anchorage, Alaska George Construction Box 6430 Anchorage, Alaska Re: Soils and Drainage Lot 2 (part), Block 1, C Street Industrial Subdivision - George Construction I have inspected the ground and soils conditions at the above location and have found the following general conditions to exist. Depth - compacted granular material (sand) 3 to 4 feet Depth - Normal water table 4 1/2 to 5 feet · Depth - Blue Clay - silty sand below 4 feet (impervious to surface drainage) Re spe ctfully, CUi~LER ENGINEERING SERVICES Dale L. Cutler, 1~.E./L.S. DLC:v Wayne Mabry December 26, 1973 Page Three 17) ~1,~26~ 'mCm' Street Industrial Suhdivi_~inn. I nt~ 2A - 2F Public sewer and water are not available. We have reviewed the engineer's proposal for water supply and waste disposal and find that this meets with our Department's minimum requirements as a temporary use until the public utilities are available. 18) S 3109 shrYock Subdivision, Lot lA Public sewer and water are not available. This subdivision plat merely represents legalization of a total ownership of the land. We have no objection tothis case. 19) S 3274 Sly-Fox Subdivision Public sewer and water are not available. Soils reports indicate that the soil is suitable for on-site waste disposal. Water availability information from surrounding wells indicates that adequate volumes of drinking water are available. The lot size is adequate in relation to the re-location of on- site sewer systems. We recommend that preliminary approval be given to this '-plat with the condition that the developer install a drainage system as pro- p~sed on his plan. Subsequent to final approval, we would ask that additional soil probes be brought to this Department to insure that the water table which is present throughout a majority of these lots has been lowered by this drainage proposal. Without this stipulation, at least three (3) of the lots in this proposal are unsuitable at the present time for on-site sewage disposal. As can be seen by the soils tests there is a substantial high water table in the middle two lots of this proposal. 20) S 3271 Leslie Subdivision Public sewer and water are not available. We have no objection to this plat as it is simply legalizing of a single parcel ownership. We would note, how- ever, that these lot sizes do not meet our current standards for residential development with on-site Utilities. S 3270 Ekvall Subdivision, Tract A & B Public sewer and water are not available. Soils information taken in this area show the soils suitable for on-site sewage disposal. Water availability data show that adequate volumes of potable water are available via individual drilled wells.. We find, however, that the small 13,000 square foot lot is not suitable under our current standards and since the developer does own additional lands, we, at this time, request that the lot size be increased to at least 40,000 square feet. This can be done by either straight forward increasing of the existing Tract A to this size or by creating a special tract to the east of the existing tract, thereby the two tracts equalling 40,000 square feet. The special tract to the east would be specifically set aside for replacement of sewage systen~ from Tract A. With either of these two proposals taken into effect at the tirre of final platting of the land, this subdivision meets with this Department's recommendations. CONSULTING ENGINEERS" SURVEYO~'" 103 E. 2GTH AVE., ANCHORAGE 272-8911 December 13, 1973 NElL WRIGHT BUILDING~ PALMER 745~4417 Mr. Wayne Mabry Platting Officer Greater Anchorage Area Borough 3500 Tudor Road Anchorage, Alaska 99507 Re; Subdivision of Lot 21"C" St. Industrial Subdivisio~n__ Dear Mr. ~labry: After attending a meeting with Mr. Roll Strickland to discuss ways to provide sewage to this proposed subdivision, we met with the developer to ob- tain his concurrence with our proposal. Our first request was to install holding tanks until public sewers could be provided, however, Mr. Strlckland indicated that this method would not only be unacceptable to DEQ but also to the Platting Commission. An Interim solution was agreed upon which would allow chemical toilets and water coolers. This arrangement would be utilized until public sewers were available, with a sewage use permit being issued to the developer by DEQ. This would then allow warehouse type structures to be constructed. We feel that this method would provide an excellent solution on an In- terim basis since normal sewage volume is extremely Iow for industrial or warehouse type construction. Also Mr. Strickland indicated that this type of arrangement has proved satisfactory in the past and didn't foresee any problems with using chemical toilets as proposed. Very truly yours, Gordon D. Unwin, P.E, Pa rtner GU/cs CC: Bob Sparks GORDON D. UNWIN, P.E. LEO SCHEBEN~ JR., P.E. ~epte~be= 22, 1977 %76586 Oena~i Drilling 6000 A Street Anchorage, Alaska 995O2 SubJect~ Permit ~xpiration Dear Sir: A permit issued bY, this aepartment for well and/or on-sAte sewer installation on Lot I Block 2 C Street In~ustrial Park S%~x~ivision has expired since the issue date exceeds o~e (1) yea=o In the event you still plan to install the well and/or on- site sewer system, a new permit is required° The original soil test may be used to obtain a current permit° If the well has been drilled, a well log should be sent to this department to document the installation date. I£ yo~have any questions regarding ~he above matterw pleaU ~o not hesitate to oontact this offiae immediately at 264- 4720. . SinCerely, Pratt Sanitarian