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HomeMy WebLinkAboutLOOKOUT LT 3OIS PERMIT NO. DEPARTMENT OF HEALTH 8ND ENVIRONMENTAL PkOTECTION 825 ~L' STREET, ANCHORRGE, AK. ~501 2~4-4720 ON--SITE SEh~ER pFRM IT iAPPLICANT LOCATION LEGAL REINHOLD THIELE JR L3 LOOKOUT Lg LOOKOUT 8i~G WISTERIA LOT SIZE 243 532~ 38000 SQUARE FEET TYPE OF SOIL 8BSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS SOIL RATING <SQ FT?BR)= t05 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: [~EPTH= l~ LENGTH= -~-'5 ~ R A"...' F~, L DF~PTH= 6. 5 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE ~TTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). RE@Ii I RED SEPT I PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF 8~ WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. TWO BACKFILLING OF ANY SYSTEM WITHOUT FINAl_ INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO ~OSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS i00 FEET FOR 8 PRIVATE WELb OR 150 TO 200 FEET FROM 8 PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL.. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER I~TRLLATION. PERM I T E×P I RFS C'E£:F~48ER ~l.. 19?L~~ I CERTIFY THAT ii I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. -~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE S I uNED: 7~___~~~__~L~ ........ GRe! .r ANCHORAGE AREA BOF }CH ," . ~ i DEPARTMENT OF ENVIRONMENTAL QUALITY ' ~ 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 ~ ~'~ SEWAGE DISPOSAL SYSTE~~ APPLICATION AND PERMIT SOIL T~ST RESULTS ,. NOT~ THIS P~RMIT IS NOT VALID WITHOUT ~lL 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. FOUNDATION TO SEEPAGE PIT ' DRAIN FIELD SEPTIC TANK TO SEEPAGE PiT WALL DRAIN FIELD SEPTIC TANK ., SEEPAGE PIT TO NEAREST LOTL'"E. /g;O WELL TO SEPTIC TANK , SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS· WATER MAIN TO SEPTIC TANK , SEEPAGE PIT DRAIN FIELD SEPTIC TANK, .. SEEPAGE PIT TO RIVER, LAKE, STREAM. , 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 CONFORM TO BOROUGH RBGULATIONS ~EGARDING INSTALLATION. OR LICENSED DESIGNEE DIAGRAM OF SYSTEM / ~NCHORAGE AREA BOROUGH ORI INANCE NO. 28-68 AND THAT THE ABOVE / , I CERTIFY THAT I AM FAMILIAR WITH THE REQ.UIREMENT$ OF DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. FORM NO, EQ-016 CO INC. P-O, BOX 009~' ANCHORAGE, ALASKA 99503 ' TELEPHONE 907-279-0483 TELEX 090-35419 September 22, 1975 R & M No. 562125 Dennis Wilson SRA Box 437-W Anchorage, Alaska 99507 RE: Test Hole and Soi~ Log Report for Sanitary System Lot 3, Lookout Subdivision Dear Mr. Wilson: We are submitting herewith the test boring results and our comments regard- ing soil conditions encountered at the subject site. This investigation was performed in accordance with your request of September 19, 1975 and those procedures outlined in..~a letter dated July 15, 1975, by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down w±thin the Lot 3 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with an auger type drilling rig and the test hole was extended to a total depth of 20.0 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions ~th regard to the above, please do not hesitate to contact us. Very truly yours~ R & M CONSULTANTS, INC. J es W. Vice President ~ ~ J~/~D/j a xc: G~B TH-1 9-19-75 ORGANICS SILT TRAC.E SAND (Pm) SILTY SANDS SILTY SANDY GRAVEL (GM) 0.0T 0.5' 1,5' 3.5~ ,7.5 ' SANDY GRAVEL TRACE SILT (GW) ~ ( Log represents location of test hole Lot 3, Lookout Subdivision lO.0' Consultants Inc. ANCHORAGE FAIRGANt<$ SILT (SW) 20.0' T.D. NO WATER TABLE ALASKA DENNIS WILSON PROPERTY Log of Test Hole Anchorage, Alaska l~oo. ~o.562125 Io~ NO. A-01 ] W~LL DRILLING P.O. Box 3-142 ECB ANCHORAGE, AK 99501 . PHONE 344-3792 DR % LLER'$ WELL L~G _© FORMATIONS ENCOUNTERED. AND APPROPRIATE DEPTHS" o !~V ';:/i~ ~ ; ~mw/j[ Canole's Concrete Products HOME & COMMERCIAL SEWAGE TREATMENT PLANTS BOX 149 - WASILLA, AK, 99687 - PHONE 376-5919 JET Home Plant Service Polic_t( This Agreement entitles: Owner ,Dennis Street City ,.~ ,.~ ~ to the following service for _.~ .... year(s) from the date el ~ccept~nce. Upon receipt of this si~ned agreement and ~ /~&, Canole's Concrete Products agrees to perform the follow, ag services during the term of the agreement: Canole's Concrete Products will inspect the JET plant at the above address twice a year. These inspections will include: PLANT SERVICE * Removal of aeration unit, inspection, adjustment, cleaning of aerator's shaft, field service of aeration unit, if needed, and re-installation.. * Inspection, cleaning, and adjustment, if necessary, of surface skimmer and/or tube settler. * Examination of final effluent for color and odor, if there is access at. time of inspection. * Check of discharge point and wet weather overflow for blockage (if appli- cable.) * Inspection and adjustment of control panel setting and overload protection, if there is access at time of inspection. ~lnspection for sludge accumulation With arrangements for removal when build-up warrants removal. Canole's Concrete Products further agrobg to the following: ~:M~iRG~N CY ' ~here will be no charge for emergency service calls. * There will be no service or labor charges for removal or re-installation of the aerator, if required. ~ If improper operation cannot be corrected at time of service, homeowner will bc notified immediately and given estimateddate of correction. ' mf improper operation c~nnot be corrected at t~me of service, the Dept. of Enviornmental (hality, GAA~, will also be notified. ~ If necessary the entire mechanzcai unit or any parts will be replaced according to the manufacturer's warranty program. Freight charges to the factory or to an authorized repair station and aerator repair charges are not covered under this agreement. 6%tn%~ ' S SigBa~ure~ - Da te  or Cano~ Wayne Mabry DEQ Comments October 4, 1973 Page Three 18) S 3194 Campbell Creek Subdivision We recommend approval of this subdivision with the requirement that public sewer and water be provided via the subdivision agreement. Public sewer and water are available in this area for extension to all lots within this subdivision. 19) S 3192 Gombart Subdivision The information supplied by the engineer on ti~is case shows the soils are adequate for on-site sewage disposal. Water data in this area which is available from existing wells to the immediate northeast and also to the west indicates that adequate volumes of water can be found via individual drilled wells. 20) S 3208 Fern Baker Subdivision The building on this lot is served by a well and an on-site sewer sys- tem. The lot size in this case is being increased by the addition of lands to tile north and west. We have no objections to the case as submitted. 21) S 3205 Jackson Subdivision Public water is available to boti~ of these lots. The soils on these lots are suitable for on-site sewage disposal. Public sewer will be available in this area within five (5) years. 22) S 3183 Lookout Subdivision We have no objection to the right-of-way vacation in this area. 23) S 3189 Dafoe Subdivision These lots will be served by private ~l!s and on-site sewer systems. Soils information submitted shows soil are adequate for on-site sewage disposal. Records in our offi ~ of Lake of the Hills Subdivision and Raven Wood Subdivision show that ~alls will more than likely be in the neighborhood of 200' to 250' deep but do provide adequate volumes of water. 24) S 3188 Alyeska Basin Subdivision, Unit # 6 This property will be served by public water system. This should be required in the subdivision agreement. The lots will be required to be developed, at the present time, with on-site sewage disposal. Due to the soils condition in the area this will require that all home owners, more than likely, will be required to install holding tanks. Due to the cost involved in the disposal of sewage in this area in that it must be carried back to Anci~orage for disposal and the possi- bility of failure on ti~e part of certain individuals to keep their systems oumDed, a~,this time we recommend the subdivision not hz.., "L" STREET ,,?, ,~C, k_~h,,-,G E, /',,LASKA 99.50t (907) 264-4i 11 C':i{Q;aGE N. SULLIVAN, '' :.Y O LiE~/,r~7 .!EN FQF HEA','F !AND ·. ,,', ~.,,"~' '~F', ',~ PROTECTION December 31, 1979 Reinhold Thiele, Jr. 8126 Wisteria Anchorage, Alaska 99502 Permit ~ 790360 Subject: Lot 3 Lookout Subdivision A permit issued by this department for well and/or sewer system has expired. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If an engineer has inspected the installation of the on-site sewer system, please have them send us the as-buiits for our files. If there are any further questions, please contact this office at 264--4720. Sincerely, Les N. h Senior Environ~nt~'Speci~st LNB/ljw enc: Copy of Permit : : :.); 130.00 SOUTH 1'1000971