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Home My WebLink AboutDEARMOUN LT 2I)eArmoun Lot 2 #018-401-15 DTATEUKHT A D 2 N r 2 W �W �r � �� r r �•dig ,• \ C _ Z z E\� Iv�0 9 r m < Y j -IN 1 C —•Y w r0 .� t �3 r O t1 DTATEUKHT ALL DRILLING P. O. Box 9119 Anchoragc Alaska 99502 Phone 399-5567 Eq A D 2 N r 2 W �W ALL DRILLING P. O. Box 9119 Anchoragc Alaska 99502 Phone 399-5567 Eq DA 1C2a o� 3DlOGb A,: V/V. A c: n p r r W �W �r � �� r r �•dig ,• \ C _ Z z E\� Iv�0 9 DA 1C2a o� 3DlOGb A,: V/V. A c: r'1 N /65.00 SEEYfKIC SEo/t6AcN FE(D •.�� 5�INOPIVf SEPr�c — z—, STfINO PIP 20 Ao /201 / I rZI OG 4 LOT 1 / caOIN/ •J 1 ^ z'13 L(;Ajll If o / LOT coo � I I I Q I FovNO / 1" I ROW of rl ✓F WELL FOUND I")RO4 rrg� PIPE 30 + _ N 00'07'30 W _ 30 ERON GOAD LOT I6 Fovw) 1 � " !Roa PIPE LOT 1, EGElJD /ter WELL J E.OF At. IN AS QUILT LOT 2 DE ARMOUN SURVE SUBDIVISION , �*!agm ANCHORAGE RECORDmr, PRECINCT ALASKA ✓AMES B. RODGERS I. f �............ `I �o+..e.p�•�y.:�L;;S� Registered Land Surveyor ♦� r,,ti. 140.4367S SRA Box 16/6 C ✓j) .,, �.•,,.�. ".; Anchoroge,Alosko 99507 (907/345.0927 Oaf• Sccl•I Orwn.by I F.9. 1 Gr/O J S&Int Aua. 63 1 "=50'1 Z/T 2935 /of / ' APPLIC" NT FILLS OUT UPPER HAIL ONLY Time Property Owner �� Phone gating Address - ZIP Code Date Buyer Date Date Address Zip Code Lending Institution i G%� ' LZ:�/) l/��C�'� Phone pcx �� '�-i/(�/P�` Inspector Address p�-O ,J /) �. Zip Code Inspector Realty Co. & Agent 'n Phone Address Zip Code !+ Legal De.scrlption . LO 7' :J/ o �GC �j/✓�O(///� j l//S. Street Location -� Cof'v/�/ I OHO Field Notes: Type of Residence &'f Single Family �� _ 0Multiple Famlly-la No. of Bedroom 6'E4 LL, : ❑ Other Water Supply ' RECEIVED Individual ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975. O Community For wells drilled prior to that date, give well depth (attach log If available). O Public Utility DATE �a Sewer Disposal ` CTr Individual Year Individual Installed: B � ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Soils Rating M Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: MUNICIPALITY OF ANCHOP.A DEPT. OF HSPLTH P. PROTECTION �� _ ENVIRO�'AcNTAI 6'E4 LL, : AUG I ' RECEIVED ( ;C) APPROVED BEDROOMS -.. 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL* DATE �a ` B � r - Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Septic Tank Slze Well to Tank tzazz IM 1) FA --------------------- p ` i August 23, 19113 Slob and Laverne bodge Printmore Corp. 920 E. Whitney Road Anchorage, AK 995 Subject: Lot 2, DeArmoun Subdivision Approval for the individual sewer and water facilities cannot be granted until the following items have been completed: A well log submitted to this office for our files and review. ° The top of the well casing should be sealed so that it is water tight. ° The septic tank pumped with a receipt submitted to this department. The total number of gallons pumped needs to be on the receipt and verified by a registered engineer as to the actual number of gallons pumped. This is to verify the size of the septic tank. ° Expose the septic tank manhole to verify its existence. ° Locate and expose the cleanout to the seepage pit and/or leaching area for our inspection. This is to insure the minimum distance requirements are met between the well and sewer system. ° An adequacy test needs to be performed on the existing leaching area. This test will determine if the system is adequate according to tlational Standards. A listing of \ private firms performing the test is enclosed. This report. needs to be submitted to this office for our review. r i. Bob and Laverne Hodge August 23, 1983 Page 2 ° Doth Systems will need to be tested. ° Your well serves more than one dwelling and you need to contact State of Alaska, Department of Environmental Conservation, 274-2533, to register your well. Please notify this Department for a reinspection when the noted discrepancies have been corrected. If there are any further questions, please call this office at 264-4720. Sincerely, J. S. Roberts Assistant Environmental Specialist JRG/ej/E2 Enclosure (1 � ENGINEERING INNOVATION IN 1HE FAR NORTH ARCTIC ENGINEERS, INC. ENGINEERING STUDIES• DESIGN. CONSTRUCTION MANAGEMENT. SURVEYING September 14, 1983 AEI# 83-013-26 J.S. Roberts Assistant Environmental Specialist Department of Health and Environmental Protection 825 'L' Street Anchorage, Alaska 99501 Re: Approval of individual water and sewer facilities for Lot 2, DeArmoun Subdivision. Dear Mr. Roberts: This report is in reference to a letter from your office dated August 23, 1983 to Bob and Laverne Hodge. Eight items were necessary to receive approval for the water and sewer facilities. Arctic Engineers inspected the facilities and procured necessary information to yield the following results: 1) The well log is included with this report. 2) The top of the well casing has been properly sealed so it is water tight. 3) The septic tank was pumped after the adequacy test was conducted. Approx- imately 800 gallons of sewage was extracted. It is the opinion of the pump operator and the on-site inspector that the tank volume is approximately 1000 gallons. 4) The septic tank existence was verified in the field by the inspector and pump truck operator. 5) The seepage pit and/or leaching area cleanout was exposed for the adequacy test. The distance requirement for the well is addressed in item 7. 6) An adequacy test was performed and is included with this report. The system is adequate to meet Municipal Standards. 7) The well was inspected and the following items were found to be in compliance with Municipal Standards: a) Casing extends 12" above ground. b) Ground surface around the well is sloped away from the well. c) Well cap is properly sealed. d) All wiring is in electrical conduit. e) Water analysis for total coliform is satisfactory. Test results are included. f) Distances from the septic system are marginal. The well was found to be 109' from the septic tank. The leach field is 98' from the well. This is 2' short of the requirement and a waiver is requested for this item. 8) The well presently serves more than one dwelling. A waiver from the ADEC is uhobtainable:due to'-the:.distance-tn-:the=seepage area.:: An'.alternative to system improvements or the ADEC waiver is to evict the person in the one-bedrrom studio apartment. A copy of the eviction notice is enclosed, eliminating state requirements for a "Class C" system. ARCTIC ENGINEERS, INC. 1500 W. 36TH AVENUE• ANCHORAGE. ALASKA 99503.9071277-8593 3901 PATRICIA LANE • ANCHORAGE. ALASKA 99504 • 9071333.9428 (ACCOUNTING) n n I hope this answers all questions and aids in facilitating system approval. If you have any questions or problems, please call. Sincerely, ARM ENGINEERS, I o sRgan Environmental Engine September 2, 1983 Robert C. Hodge 13900 Ervin Road Anchorage, Alaska LEGAL: OWNER: HOUSE TYPE: WATER: SEPTIC SYSTEM: TEST DATE: E :::NEERIMG INNOVATION IN THE FAN NORTH ARCTIC ENGINEERS, INC. F'• ' • -. ] : "' D!: 6.ON • COW70ZJGTIOM MANACPAENT . SURVEYING AEI# 83-013-26 SEPTIC SYSTEM ADEQUACY TEST Lot 2, DeArmoun Subdivision Robert C. Hodge 2 -bedroom house, 1 -bedroom studio, total 3 -bedrooms On -Site Well Tank: Unknown Absorption System: Unknown Absorption Area: Unknown Approval Date: Unknown September 1, 1983 PROCEDURE: The adequacy test was started at 11:00 a.m.. No record of the existing system was available. We were unable to contact the original owner and system installer in Washington State. Two standpipes were located near the studio apartment. The toilet was flushed while observing the septic tank to verify tank location. Water from a tank truck was dumped into the leach field or crib in 100 gallon increments with liquid rise in the standpipe measured after each increment. ARCTIC ENGINEERS, INC. Al A,I<A 90503.907'277.8593 t . !.•.I•+ArE A :. ;r.n 99504 . 90713213 9,128. (AccouNnr.c) n Robert C. Hodge Adequacy Test 83-013-26 -2- W PROCEDURE: %lien 700 gallons had been added, a minimal rise was noted (cont'd) with no backwash into the septic tank. At that time, addition of water was halted and the septic tank was pumped. The calculated rate of rise in the pipe was 350 gallons per inch. Absorption monitoring was not carried out due to the small rise. The liquid level decreased to its original level within five minutes after filling with water. No ground seepage or other outlets were located. RESULTS: The daily absorption capacity of 450 gallons per day required by the Municipality was exceeded by a factor of 1.55 without any appreciable rise in the liquid level. The soil absorption system meets Municipality of Anchorage requirements. COMMENTS: Excessive solids were noted in the seepage pit. A number of possible reasons exist for this but not knowing the type of system, limits them to speculation. The pit should be pumped periodically along with the tank. -- zS - Timis' ,� 0 S/ Top 1"7:o4%Vif7 1177 ��iO�OGOr�'�OS % �