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Home My WebLink AboutLot 01D GR~''rER ANCHORAGI.: AREA BOROF~H HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 NAME LOCATiCrN SEPTIC TANK: INSPECTION REPORT ON-SITE SEWAGE DISPOSA!, SYSTEM 1'"9"x .:,u ¢- ? / .ADDRESS.- - t PHONE DISTANCE FROM WELL MATERIAL COMPARTMENTS f~;, ' ... , /%' ? LIQUID CAPACITY "~ ~-i~ GALLONS. INSIDE LENGTH z ..~¢N-¢.-~.~-c~.~ INSIDE WIDTH LIQUID __ DEPTH SEE:PAGE SYSTEM: NUMBER OF FITS LINING MATERIAL NEAREST LOT LINE SEEPAGE PIT: OUTSIDE DIAMETER OR WIDTH~/'~' ! , LENGTH /F,z F. DEPTH ~'~ ' DISTANCE FROM WELL d ¢4~-~-; BUILDING FOUNDAT ON~ TOTAL EFFECTIVE ABSORPTION AREA IWALL AREA], ~,,~..u~,{.,, SQ. FT. TILE-; DRAIN FIELD: DEPTH: TOP OF TILE TO FINISH GRADE ___DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: TYPE G' 1 J/"J~Y'/ DISTANCE FROM WATER , DEPTH .,BUILDING FOUNDATION. __SAMPLE , NEAREST NEAREST SEPIIC SEEPAGE OTEIER LOT LINE , SEWER LINE , TANK , SYSTEM , CESSPOOL , SOURCES. DIAGRAM OF SYSTEM APPROVED HEALTH AUTHORITY GAAB-HD-2 GREATET 327 Eagle St. · NCHORAGE .AREA HEALTIt DEPARTMENT Anchorage, Alaska 99501 bROUGH 279.2511 Case N o. SEWAGE DISPOSAL SYSTEM .- APPLICATION & PEI~MIT APPLICATION TO INSTALL: SEPTIC TANK TO SERVE THE FOLLOWING FACILITY FINA. AflCED THROUGH ~~N TEST RESULTS ..... , SEEPAGE PIT '~' , DRAIN FIELD , OTHER 8E,l. pw TO ,I~E FILLED OUT BY ItEALlrH DEPARTIVIENT/ . ,/~}[~ . THIS ISTOSERVE /' ,~: J .,PERMITTO INSTALL A ,SEPTIC TANK SIZE:'~ ~'o TYPE ('2wc'`' SEEPAge AREA HEALTH AUTHORITY I OR LICENSED DESIGNER I c~.tiry that ~ am familiar with the r~q~:i~'emm~ of ~r~m' 9chmge ~r~ ~omgh Ordi~a~ ~o. :S-SS ~d that t~'5 above described ~stem is~a accordance with said code. (~1~,'7-: ' //( ' / ~ /d ' /?~1 [ /'~ J (' / { 7Z:151l' ~' ~ ROUGH Case No. GREATEh 327 Eagle St. NCHORAGE AREA itEALTH DEPARTMENT Anchorage, Alaska 99501 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT RESIDENCE ADDRESS LEGAL DESCRIPTION APPLICATION TO INSTALL: SEPTIC TANK TO SERVE THE FOLLOWING FACILITY FINANCED TRROUGH PERCOLATION TEST RESULTS MAILING ADDRESS LOCATION OF INSTALLATION PHONE NO. , SEEPAGE PIT. , DRAIN FIELD , OTHER TO BE INSTALLED BY ANTICIPATED DATE OF COMPLETION BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS AS DESCRIBED BELOW. · SEPTIC TANK SIZE DISTANCES: HEALTH ^UTHOrlTY OR LICENSED DESIGNER , PERMIT TO INSTALL A SIZE OF UNIT TO BE SERVED TYPE SEEPAGE AREA TYPE DIAGRAM OF SYSTEM I certify that I am familiar with the requJ~'ements of Greater Anchorage Area Borough Ord~mnce No. 28-68 and that the above described system is in accordance with said code. DATE APPLICANTS SIGNATURE l.l'"'i ........................ ' ........ F--~ , } "~' Drop ~eadh:g Pat~ ]f,,::~:,: '~'i~-e >et l'[,;e l.:ei;~N %1, U,,;': REATER ANCHORAGE AREA BOROUGH HEALT]{ DEPARTHENT 327 EAGLE STREET ANCHORAGE, ALASKA 99501 CASE + I I Performed For This Fomm RepoPts Soil Chamacteristics Depth Feet Location Sketch If Yes, At What Depth Reading Date Gmoss Time Net Ti: rrr8 Proposed Instal'l-~'~r~seepage Pit Drain Field Depth tf lnlet Depth To Bottom or-Pit Or 'Pr~nn~ Date: ' MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHOP-,AGE DEPT O1: HEALTH & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECT~!~iRON~EI,,ITAL PRo'rECTION 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION SEP 2 6 1978 Telephone 264-4720 ~ r~r/t Ir~ DIRECTIONS: Complete all perts on page 1. Incomplete requests will not be processed, Please allow ten (10) days for processing. 1. PROPERTY OWNER I PHONE I MAILING ADDRESS PROPERTY RESIDENT (If differenl 'tiara above) 2. BUYER MAILING ADD~ESS PHONE PHONE 3, [.ENDING INSTITUTION I PHONE I MAILING ADDRESS 4. REALTOR/AGENT I PHONE" MAI LING ADDRESS I · 5, LEGAL DESCRIPTION I I STREET LOCATION 6, TYPE OF RESIDENCE ~ SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF BEDROOMS [] One [] Four J~ Two [] Five [] Three [] Six [] Other 7, WATER SUPPLY [] INDIVIDUAL* [] COMMUNITY PUBLIC UTIL TY ATTACH WELL LOG. A well log is requh'ed for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available,) 8, SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE** [] PUBLIC UT LITY **If individual/on-site, give installation date ~ "7 I '7 ~1 If system is over two (2) years old an adequacy test is reouired by this Department. NOTE: THE INSPECT ON FEE MUST ACCOMPANY EACH F~EQUEST BEFORE PROCESSING CAN BE INITIATED. 7~2.010(3/78) THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS I TIME TIME TIME I DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY E~ ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER E~INDIVIDUAL/ON -81TE DATE INSTALLED []PUBLIC UTILITY Connection Verified INSTALLER []Septic Tank or [~]Holding Tank Size: If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4, DISTANCES Septic/Holding Tank Absorption Area Sewer Line I Nearest Lot Line I WELL TO: Absorption Area to nearest Lot Line 5, COMMENTS I~]--'"'~P R O V E D FOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE BY (Title) ~ LEGAL DESCRIPTION 72-010 (Rev. 3/78) September 25, 1978 R&MNo. 851594 Mr. Jerome Sexton c/o Coast Mortgage Co. 4797 Business Park Blvd. Anchorage, Alaska Re: Adequacy Test on Existing Sanitary Sewer Highland Park Subdivision, Anchorage, Alaska Dear Mr. S~xton: System; Lot 1Dl Block 5A, Per your request of September 15, 1978, we conducted a' test of the sanitary sewer system on the above described property. The septic tank was ptm~ped prior to the performance of the test on the seep- age pit. During the test the liquid level in the seepage pit was measured before and after the addition of 1000 gallons of water. All liquid levels were measured below the top of the standpipe located one foot below ground and are shown in the following table: Initial Water Second 24 hour Total Reading Added Reading Reading Drop (gsllons) 4.15' 1000 2.78' 3.90' 1.12 The meter used during the test was a Neptune 1~" standard water meter which had previously been calibrated by R&M Consultants, Inc. The water level rose 16.4 inches with the addition of 1000 gallons of water, indicating a capacity of 61.0 gallons per inch. Twenty-four hours later the liquid level was again measured and found to be 3.90 feet. It had dropped 1.12 feet or 13.4 inches. This indicates an average effluent acceptance rate of 817 gallons per day for the surrounding soils. If the 2 bedroom residence on the property is to house 4 people, the average load on the system can be expected to be 300 gallons per day. We can therefore conclude that the system is disposing of effluent at an adequate rate for a 2 bedroom resi- dence. September 25, 1978 Mr. Jerome Sexton Page -2- We appreciate this opportunity to be of service to you. Please contact us if you have any questions regarding this letter or if we can be of additional service to you. Very truly yours, R&M CONSULTANTS, ~NC. ~Gar¥ V~Smith Senior Geologist GS/djb/12-H ALASKA GEOLOGICAL. CONSULTANTS 277-7602 May 7, 1970 Mr. Gene Johnson 3313 Spenard Road Anchorage, Alaska 99503 2227 SPENARD ROAD ANCHORAGE, ALASKA 09503 Re: Soi]s Investigation - Percolation Characteristics, Lots i, 2 and 3 Highland Park Subdivision Dear Mr. Johnson: An investigation of soils on the above-captioned property to determine the percolation characteristics indicates that the soils are outwash sands and silts deposited at the outer edge of the outwash apron. These materials consist of interbedded sandy silts and silty sands classified SM on the Unified Classification System. Soils of this type warrant a seepage area of 250 square feet per bedroom. Please call us if you have questions or comments about this report. Vez~/ truly yours, HJM:js ALASKA GEOLOGICAL CONSULTANTS H. J. MCo'~ening ~.- cc: GAAB Health Department Attachment ALASKA GEOLOGICAL CONSULTANTS TEk£PHON£: 272o4114 2227 I~PENARD ROAD ANCHORAG£, AI. ASKA 98~O3 May 7, 1970 ~AY 8 1070 Gl~!qAr~&t A~;G)~Or-~G~, AiII~A Mr. Gene Johnson 3313 Spenard Road Anchorage, Alaska 99503 Re: Soils Investigation - Percolation Characteristics, Lots 1, 2 and 3 Highland Park Subdivision Dear Mr. Johnson: An investigation of soils on the above-captioned property to determine the percolation characteristics Indicates that the soils are outwash sands and slits deposited at tile outer edge of tile outwash apron, These materials consist of interbedded sandy stlts and silty sands classified SM on the Unified Classification System. Soils of thts type warrant a seepage area of 250 square feet per bedroom. Please call us if you have questions or comments about this report. Very truly yours, HJM:js ALASKA GEOLOGICAL CONSULTANTS H. J. Moening cc: GAAB Health Department Attachment