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HomeMy WebLinkAboutHIGHLAND TERRACE LT 1 DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 555 CORDOVA ST. ANCHORAGE, ALASKA 99501 TONY KNOWLE$, eoVERNoR I (907) 269-7505 RECEIVED ,JUL. 1 7 1995 Municipality of Anchorage Dept. Health & Human SerVices July 3, 1995 Joyce Simmons 10925 Corrie Way Eagle River, Alaska 99577 Subject: Lot 1, Highland Terrace Subdivision, Proposed Class C Public Water System, Eagle River, Alaska, ADEC Project Number 9521-DW-179-147 Review Dear Ms. Simmons: This letter is in response to your June 28, 1'995 submittal in which you requested approval to install a source well for a Class C Public Water System. I have completed my review of the submitted information and have the following comments: It appears that the proposed location for the source well will meet the ~rrent State Drinking Water Regulations and guidelines. Therefore, in accordance with State Drinking Water Regulations, 18 AAC 80, construction approval to install the proposed source well and water distribution system is being granted. A Construction Certificate, constituting this approval is enclosed. Prior to serving water to the public, the following items will need to be provided to this office for review and, if appropriate, issuance of a final operation certificate. ~ A copy of the well Icg and well yield test results will need to be submitted to this office. Written verification, under the stamp of a Professional Engineer (P.E.), that thE; new source well meets all provisions of 18 AAC 80.015 (b) will need to be submitted to this office. Analytical results for total coliform bacteria and nitrates (as nitrogen) will need to be submitted to this office. GAAB HD I Gr \TLR ANCHORAGE AREA BORC" ~H HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: _PHONE DIStANCe WELL LIQUID CAPACIIY 7.--.~ NUMBER GE _MATERIAL ·COMPARTMENTS GALLONS. INSIDE LENGTH ,c~; LI©UID INSIDE WIDTH__ DEPTH SEFPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS I OUTSIDE DIAMETER LINING MATERIAl NEAREST LOT LINE OR WIDTH /41 DISTANCE FROM WELL /0/ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) LENGTlt /'''~ '/ , __ I' _ , DEPTH '~_, BUILDING FOUNDATION~,~ /, .so,.. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE TYPE LOT LINE FOUNDATION DISTANCE BETWEEN LINES SO. FT. LENGTH OF EACH LINE NEAREST SEPTIC , SEWER LINE , TANK · NEAREST LOT LINE. TRENCH WIDTH TOTAL LENGTH OF LINES IN. TOTAL EFFECTIVE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE DISTANCE FROM WATER ,BUILDING FOUNDATION. __SAMPLE , NEAREST SEEPAGE OTHER , SYSTEM , CESSPOOL , SOURCES.__ DISTANCES: DATE APPROVED .~ D-2 GREATEr. 327 Eagle St. ANCHORAGE AREA HEALTH DEPARTMENT Anchorage, Alaska 99501 _. OROUGH 279.2511 Case N o. ~-~ 7 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT RESIDENCE ADDRESS LEGAL DESCRIPTION APPI. ICAI'IONTO INSTALL: SEPTIC TANK TO SERVE THE FOLLOWING FACILITY FINANCED THROUGH .-%.~/~-C'~ . '~PERCOLATION TEST RESULTS ~ ~r~'~:~HON E N 0 ~_.~.~~ I~~ _ LOCATION OF I~STALLATIO~~~-r~r~ / ., SEEPAGE PIT. ~', DRAIN FIELD. ~ , OTHER TO BE INSTALLED BY ~, ~Ma,~ ANTICIPATED DATEOF COMPLETION ~/~ ~) /c~ , BELOW TO BE FILLED OUT BY HEALTH DEPARTmEnT THIS IS TO SERVE AS ,//"{/¢, q~JttuS/~-~,'t'/ ,PERMITTO INSTALLA AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED ~-2~-~-~-~-~-~- . SEPTIC TAN K 81ZE _~Z ~'"Z~) TYPE ~'C~+~(~_ SE EPAG E DIAGRAM OF SYSTEM DISTANCES: /CC/A.) Authority I certify that I am familiar with the requkements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. DATE ~-/~/~----~;~?. APPLICANTSSIGNATUR~"~'J//~-J-./~'/~'''' '~'- . -: '~ // W/ADAMS. CORTIqELL · LEE · WINCE ?./~.~& ASSOCIATES CONSULTING ENGINEERS AFFILIATED With ALASKA TESTLAB 503 EAST SIXTH AVE. - ANCHORAGE, ALASKA - 99501 TEL. 272-3428 April25, 1969 Mr. Richard Johnston 4110 DeBarr Road Space 1CC Anchorage, Alaska 99504. SUBJEGT: Percolation Test; Lot 1, Highland Park Subdivision Dear Mr. Johnston: The writer verified the percolation rate at the location selected by you for a single residence individual sewerage system. The results are shown on sheet 1 of 1 attached. The percolation rate is one inch (1") per ten (10) minutes. The writer expects that upon development of the leeching pit the average soil permeability will be greater (higher percolation rate). The location selected by you with reference to topography, well/structure and adjacent land use is very good. If we may be of further service in this regard do not hesitate to contact the writer. Very truly yours, ADAMS, GORTHELL, LEE, WINGE & ASSOGIATES Reg.'Ak 582E HRL: pc Attachment Client ~c~4m~ FHA No. Location, Lot I ALASKA TE STLAB 1940 Post Road Anohorage, Alaska ~o ,',~.'t-O~,-I T.}I. No. Tech. __,Block -- ,Subdivision Sheet WO No. -- · Date_Z~-/~ Z PERCOLATION TEST EI~\TA De pth Feet Soil Glass Visual - Unified Location ~k. tch · '~- '~00 Kuaalng H Net Drop Dat,~ Gross Time Net Time Depth to _ 20 9 10 Z¢ AP 6 11 Percolation 2ate -1"/ to ',.,~}nut..' .... ~. ! . /// /10/.//1~1 June 3, 1968 MT, Richard W, Johnston 4110 Debarr Road, Space lOC Anchorage. Alaska 99504 SUBJECTz Abandoned Well on Lot ~, ttlghland ~rrace Subd. Eagle River, Alas}ca Deaf Mr. Johnston: The G~eater Anchorage ho~a Bomough Health Department inspected the subject property and found an abandoned uncovered well. This well presents an extreme safety hazard to all residents in the area. We request that this well be filled with earth. In the event that this is not immedia~ely possible, an adequate ,~ove~ mu~t be provided for the well until It san be filled. We further request that this ~orrection be made within 2~ hours after receipt of this letter and that this Department be not~fied as to what measures will he taken. Sincere ly, DAVID R. h. DUNCAN, M, D. Medical Director RRS/srm BY~ Sanitarian EXCAVATION ROBERTA, SHAFER WORK Cathy Lange B~x 57 20 Grand Road E~gle,River, Alaska 99577 Dear Ms. Lange, Reference: August 19, 1982 CIVIL ENGINEER 694-2979 MUNICIPALITY OF ANCHORAGE ~'~T C"- I-'~"T'~ ?, ~NVI~: :1/ t, A. ',O [ ,'-. RECEIVfi'D Lot 17 Highland Terrace Subdivision~ A sewer system adequacy 'test was performed on the system located on a vacant lot. The septic tank was pumped and verified to have a capacity of 500 gallons. The seepage pit was charged with 1000 gallons of fresh water and after a period of 24 hours all the water which had been added to the crib had percolated out. It can be concluded from this test that the septic tank is adequate for a one bedroom house and the seepage pit is adequate for up-to four bedrooms. It will be necessary for you to add additional septic tank capacity before this system can be used for construction of either a three or four bedroom house. If we may be of further service, please do ]not hesitate to call. al , / -' cc: Municipality of Anchorage Department of Health and Environmental Protection SRB 196X EAGLE RIVER. ALASKA