HomeMy WebLinkAboutBASS #2 BLK 1 LT 1Ku - Z) Uig- i�2�,-�! GAAB-HD-I GR[ 'ER ANCHORAGE AREA BOROU DEr,~RTMENT OF ENVIRONMENTAL QUALITY 3600 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION ~<~'/'.~ ~;:~f ~-~ ~ SEPTIC TANK: MAILING ~ ~/~-_ //~.~ 3 ~'~ ADDRESS,;-(.//~" ~ ~ ' PHONF ~~ LEGAL DESCRIPTION ~ ~ ~z~ DISTANCE FROM WELL ,.~d~ ""~' LIQUID CAPACITY /'-~%-"'~) GALLONS. NUMBER OF MATERIAL ..~'.,~-.,'~;:~-/ COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH __ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS .,.~'"~D-OTS~'DE DI-'"'~AMETER ~ OR WIDTH LENG]~._~DEPTH LINING M~L DISTANCE FROM WELt",~ ~ ,BUILDING FOUNDATION NEAREST LOT LINE TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL /~'~ ~) , FOUNDATION ,z/~, ~' , NEAREST LOT LINE /' o /-~ / NUMBER OF LINES ~ DISTANCE BETWEEN LINES ~, X, ~ ~z~ TRENCH WIDTH ABSORPTION AREA ~"'~) ~) SQ. FT. LENGTH OF EACH LINE '-~'~ ~ '~ DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE WELL: TYPE ,~/~ , DE~,~HH ~,~4~---~_, DISTANCE FROM WATER , BUILDING FOUNDATION. /~'~ /~ SAMPLE TOTAL LENGTH OF LINES IN. TOTAL EFFECTIVE IN. ABOVE TILE , NEAREST NEAREST SEPTIC SEEPAGE LOI LINE /'~:) ,r~. SEWER LINE , TANK ~J~'~ ~' , SYSTEM OTHER , SOURCES DISTANCES: DIAGRAM OF SYSTEM APPROVED G.A.A.B. DATE INSTALLATION LOCATION GREA-! ER ANCHORAge Area BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY Permit NO, 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TELEPHONE 279-8686 INSTALLATION OF: SEPTIC TANK 2146 FINANCED THROUGH BOIL TEST RESULTS COMPLETION DATE ANTICIPATED SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT /~ ~ ~' MAILING ADDREBB 2q/~' ~ '7~ PHONE~---~/~-- ~ SEEPAGE PiT ~ DRAIN fieLD OTHER TO a[ ~NSTALL[D BY FINAL INSPECTIONz HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC Tank SIZE/~0 TYPE, ~'~ EEPAGE aREa SIZE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~ 24 HOUR NOTICE: REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE TYPE DIAGRAM OF SYSTEM FOUNDATION TO SEEPAGE PIT 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 , DRAIN FIELD ~ ,e , SEEPAGE PIT ALSO CONSIDER AREA WELLS. ~ , BEEPAGE PIT SEPTIC TANK, , SEEPAGE PIT TO RIVER, LAKE BTREAM. /~(~, DRAIN FIELD '~ CAST IRON INTO AND OUT OF SEPTIC TANK AND I~N~CRIB CROSSING GAP Of EXCAVATION 5 FeET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON BIPHON PIPES ON SEPTIC TANK AND BEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INBTALLATION. OR LICENSED DESIGNER I CERTIFY THAT AM FAMILIAR WITH THE REQUIREMENTS OF GR/~R ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM lb IN ACCORDANCE WITH SAID CODE. / / lATER ANCHORAGE AREA BORO[ DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD' ANCHORAGE, ALASKA 99502 CASE # Performed F'or 'D Au ~ t-) ~/~$~ Legal Description' Lot Block This Form Reoorts Soils Log Iot~3 r, Io¢' q Depth ~Feet 5-- 6 7__ 8-- 9 10 Soil Characteristics Date Performed ~-/.~]'?~_ __Subdivision Percolation Test Was Ground Water Encountered? If Yes, At what Depth? /~ur~-~ce~ ' Reading Date Gross Time Net Time Depth to H20 I Net Drop Percolation Rate Hinute Proposed Installation: Seepage Pit Drain Field Deoth of Inlet Depth To Bottom Of Pit Or Trench C~MHENTS: Test Performed B.y Data Certified By.' Date: m~ covenant, or re~rlctio~ which do not appear o~ the recorded subdt~- L[GEND: ~ Brass Cep Monumenf ', LOT SURVEY CERTIFICATIO~ e ~ro~ Pipe · Sfeel Pin · a Residence of: :. ' 8~ Cordovo Street ~ ~ '==~ J I )A ~/i ~ ~ ~ ~ ' Rea 2,49 EAST 5'iST AVENUE CONSULTANTS, INC. FAIRBANKS JUNEAU P.O, BOX 60S7 * ANCHORAGE, ALASKA 99503 '* TELEPHONE 907-279-0,483 TELEX 090-35.419 August 5, 1975 R & M No. 553017 Greater Anchorage Area Borough Department of Environmental Quality 3330 C Street Anchorage, Alaska 99501 Attn: Rolf Strickland Re: Water and Sewer for Lot 53, Section 4, T 12N, R 3W (Bass Property) Gentlemen: After discussing the situation on the abovementioned property with Mr. Strickland from DEQ and Mr. M.K. Matthews who proposes further development of the property, we would like to make the following recommendations to DEQ for their approval and/or recommendations. Item 1. The existing house which is presently occupied by Mr. Bass was constructed in 1955 along with an existing well and sewage disposal system. We would propose the existing septic tank be exposed and the distance from the well verified. If the septic tank is closer than about 100 feet from the well, the chances are very good that the disposal field would be within the minimum distance required for separation between a well and a disposal system. If indeed the septic tank proves to be closer than the 100 foot distance, we would propose the existing system be abandoned and a new system be constructed which would conform to the required setbacks. Item 2. The house on the center of the property which is approximately 85% complete has an approved septic tank and disposal system. No further action would be anticipated on this system. Item 3. The house which is furthest from the Bass residence or closest to Lake Otis Boulevard and is approximately 50% complete, has an existing septic tank which is apparently not connected to a disposal field. We would propose that the existing tank be raised approximately 4 feet which would put it 4 feet above the water table. From the tank a new disposal system would be constructed at the same elevation,in a granular fill. This fill would be placed after the organics are stripped. Using the granular fill, we would proposerequirement, that the disposal system be sized on an 85 square foot per bedroom Item 4. The existing well will be test pumped to verify the adequacy of the water supply, and the storage required for the 3 structures will be sized based on the results of the test pumping. The well will also be extended on the top to approximately 6" above the surrounding ground and a small concrete collar will be placed around the well for a seal. Roll Strickland August 5, 1975 Page Two Item 5. We will verify the existing water distribution system to the 3 houses. If the system is as described, that is copper line buried to a depth of 8 to 10 feet, we would anticipate no additional work would be required on the distribution system. Again, the storage requirements for the houses will be developed after the well is test pumped. If the following items meet with your approval or if you have any questions, please let us know, and we will be glad to discuss the matter further with you. Very truly yours, R & M CONSULTANTS, INC. Ronald J. Reiland Senior Engineer RJR/barn R&M CONSULTANTS, INC. X¥~)I~JVd