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HomeMy WebLinkAboutCREEKSIDE PARK #1 LT 41A5,0, I GREATER' A.~F_,H©RAGE A/:iEA BOROUGH Del:~r~rnent o.~ Environmental Qualit]GRI:~TER ANCHORAGE AREA BOROUGH 3500 ~dor R~d -- Pouch 6-650 N? 851 Anchorage, ~aska 99~2 - - ~ .... , , INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTE~ ADDRESS PHONE · SEPTIC TANK: DISTANCE FROM WELL LIQUID CAPACITY GALLONS. ~'~ NUMBER OF MATERIAL COMPARTMENTS S,/',,e~/~'_ ~ .,.~e/,~/___~, ~::~',g::~,S-- LIQUID INSIDE LENGTH, INSIDE WIDTH DEPTH.~ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS / OUTSIDE DIAMETER NEAREST LOT LINE //~' /~/-O ~ OR WIDTH /~' DISTANCE FROM WELL .~1~ ~ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) , LENGTH / ~ , DEPTH , BUILDING FOUNDATION SQ. FT. TILE DRAIN FIELD: TOTAL LEN GTI-) DISTANCE FROM WELL _,ON. NEAREST LOT LINE OF LINES J / NUMBER OF LINES ~ DISTANCE BETWEEN LINES TRENCH WIDTH __ . TOTAL ABSORPTION/A SQ. FI. LENGTH OF EACH LINE ~.~ DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE EFFECTIVE IN. ABOVE TILE WELL: LOT LINE Lb ~j jJjl DISTANCE FROM -- WATER TYPE DEPTH ~-'"~" BUILDING FOUNDATION. SAMPLE ~ NEAREST ~ SEPTIC ~ SEEPAGE SEWER LINE , TANK SYSTEM , CESSPOOL NEAREST OTHER SOURCES DISTANCES: , , DIAGRAM OF SYSTEM DATE APP[OVED~ .~,,~J-.,,~,,.~... ~~ ~. J4~ALTH AUTHORITY GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF' ENVIRONMENTAL QUALITY 3~500 TUDOR ROAD POUCH 6-650 ANCHORAGE. ALASKA 99502 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM -- APPLICATION ;,ikND PERMIT PERMIT NO. INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED SEEPAGE PIT FINANCED THROUGH ~ SO,L TEST .ES 'LTS &v ,cen - ((.,) COMPLETION DATE ANTICIPATED TO BE INSTALLED BY DRAIN FIELD NOTE: THIS PERMIT IS NOT VALID WITHOUT ~OIL FINAL INSPECTION= ;i4 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE MINIMUM DISTANCES, REQUIREMENT~ / FOUNDATION TO SEPTIC TANK / FOUNDATION TO SEEPAGE PIT ~) DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL /--~- SEPTIC TANK , SEEPAGE PIT TO NEAREST LOT LINE. WELL TO SEI~TIC TANK DRAIN FIELD DIAGRAM OF SYSTEM · DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEPTIC TANK, ., SEEPAGE PIT TO RIVER, LAKE, STREAM. 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 S FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FIT'FED WITH AIRTIGHT REMOVABLE CAPS, GRAVEL BACKFILL. CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. HEALTH AUTHORITY OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF ,~REATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-~B AND THAT THE ABOVE R&M Civil Engineers ENGINEERING & GEOLOGICA-[ CONSULTANTS 22g EAST §1st. AVE. - P.O. BOX 608? - ANCHORAGE, ALASKA gg§03 TELEPHONE 907-279-0483 TELEX 090--35419 Geologists Land Surveyors JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E., L.S. JAMES H. WELLMAN, P.E. August 21, 1972 R & M No. 26540-25 RALPH R. MIGLIACCIO Engineering Geologist. Mr. Joe Kinnebraw 624 Muldoon Road Anchorage, Alaska 99504 RE: Test Hole and Soil Log Report ~or Sanitary System 624 Muldoon Road Dear Mr. Kinnebraw: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request oF August 18, 1972 and those procedures outlined in a letter dated September 13, 1971 by Mr. Rol~: Strickland oJ~ the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the building site area ~or the purpose of de- fining general subsurface soil conditions for the proposed sanitary system. Excava- tion was accomplished with a tractor-mounted backhoe and the test hole was extended to a total depth of IS 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 o~ service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M ENGINEERING & GEOLOC~ICAL CONSULTANTS James IN. Rooney ]WR:wb Enclosure xc: Greater Anchorage Area Borough ANCHORAGE FAIRBANKS JUNEAU T.H.-I 8-21-72 0.0' ORGANIC SILT 2.OI SANDY GRAVEL (GW) No Water Table 15,0' Note: Hole excavated wi th tractor mounted backhoe. Engineering ~ Geological Consultants ANCHORAOE FAI. I~AN K S ALASKA Joe LOG Anchorage KinneBraw Property OF TEST BORING Alaska