HomeMy WebLinkAboutEAGLE RIVER HEIGHTS NORTH BLK 4 LT 7 .~MUNICIPALITY OF ANCHORAGE -- Hea .1 and Environmental Prote¢ on Fourth Floor West 825 L Street Anchorage, Alaska 99501 264-4720 INSPECTION R~SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WELL MANUFACTURER MATERIAL NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH __ LIQUID CAPACITY ~ GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL ~ of Lines ABSORPTION AREA ~ FOUNDATION DISTANCE BETWEEN LINES TOTAL LENGTH~.O i ___NEAREST LOT LINE OF LINE TRENCH WlDTH~ IN. TOTAL EFFECTIVE DEPTII: TOP OF TILE l'O FINISH GRADE SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER MATERIAL BENEATH TILE3 IN. ABOVE TILE ~ ~/! · IN. SEEPAGE PIT: Log Crib Rings BUILDING FOUNDATION__ DIAMETER OR WIDTH Crib Size: DIAMETER_ NEAREST LOT LINE__ EENGTH , ,, DEPTH DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. Well Class: Depth: Well Distance To: Lot Line Bldg: Sewer Line: Pipe Materials: ~ of Bedrooms: _ Installer: ~ Remarks: GIt~-I'ER ANCHORAGE AREA BOROI'-'H DI-r.ARTMENT OF ENVIRONMENTAL OUALIT¥ 3500 TUDOR FIOAD ANCHORAGE, ALASKA 99507 27~-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME /~.~/.- ~/~.~_~"~.,~_.~_~r-' ADDRESS ¢,//~:~'//"~..~"~_. /'~"-.'~_'..~..~J~';'~ PHONE "' LOCATION .,.~- ~ · SEPTIC TANK: _ . NUMBER OF DISTANCE FROM WELL ~-/~/f~/'~' · //~/"~/) MATERIAL -/~'~-'~'~'-~'$~'~'~ ~'*~/')/~/~-~'.-~u~'C~MPARTMENTS /' ~/~-'~"~/ ~f~-'~/~/-~-/~-~'-~--- ~-~'~"~ ~')~J~----~ LIQUID LIQUID CAPACITY /'/'~--~'~/ GALLONS. INSIDE LENGTH. ~ INSIDE WIDTH ~_______DEPTH SEEPAGE SYSTEM: NUMBER OF PITS LINING MATERIAL ~'~ / NEAREST LOT LINE SEEPAGE PIT: ,~),.,~"?--~--%f-"J ~<'-.-:/C;~---'~Z'__ ...i"~.~/z'_ (~-~')/w~,,~/~"~'~./P~J'- / OUTSIDE DIAMETER ~ OR WIDTH /~) ', LENGTH /~ / , DEPTH ~-(~ DISTANC~ FROM WELL ~' ~) BUILDING FOUNDATION~ ~ / TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) / ~ SQ. FT. TILE DRAIN FIELD: TOTAL LENGTH DISTANCE FROM WELl _..-~m~'0"~-DATION .~f~EAREST LOT LINE . OF LINES ABSORPTIOIx-I'~REA SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE. IN. ABOVE TILE DISTANCE FROM / WATER WELL: TYPEC'~"~.,/-~-"/*~',~'~/'/x'~ DEPTH. ~ BUILDING FOUNDATION SAMPLE ~ NEAREST LOT LINE / NEAREST SEPTIC SEEPAGE OTHER ~ , SEWER LINE / . TANK. ~:~"~ , SYSTEM ~ , CESSPOOL ~ , SOURCES__ DIAGRAM OF SYSTEM DISTANCES: ~ ~ " ' G.A.A.B. 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I H I:::"r' I I-ti:::. I'"ll..tf'~ t I..: 1 I-~HI.... t I 'Y LIP HNL:HI.Jb:.:HLJI:.. ;.::'.: I !.4 I.L..L 1 i"~:::, I HI_I... I HI:: .:i:: .i I_.ti"~[..)L-.N'.:."z, I HNI..:' I Hid I t HI.::. i...ir.,i-.:::, .t. I k:. 2:,f~:.P.t[-_h:~ L-':,"r"_-, I I-i"t I"tH"F b:'.~.l.:.~l..i I b:'.P_ b:...t'-~l...HP.'.l]Iz:.Pll::.i*'~ I .t I"' t I"-IP... N'. I:::. :'::, 1 L)l::i'.41...:~:: 1 '--., b:'.I::.[qUU, P.'.i,...P~.L) I I..1 1. p,tI..:LLIt.:,b, t"1t...1t'~:t:: I HHN !: k;l:::.L:,f-..'t.lUl"t'.::,. :,' HI'-'P'L,. I. L:I'-If'4 I I..jt...Ife. L:q::.h'. 2204 Cleveland Anchorage, Alaska 99503 Per¢orme~ For ~~ ~,~;~ Oate Performed ~..~ ~..~t~o.: Lot ~ a~o~k'~ ~.bd~,~o.~~ Th~s form Renorts Sotls LDo ~$ Pe~lat~on Test' ~eoth ~ .~ Sotl Characteristics m t j --12 -- 14-- 16 20-- ~as ~rouna Water Encountered?/~ I~ Yes, At what Depth? Oeoth of Inlet Oeoth To Bottom Of Pit O~ Trench Test Performed By / ' _ Data Certified B~: C Oate:?~_~_~ Percolation Rate Htnute Prnnosed Installation: Seeoaoe Pit Oratn Field I Readtnq Date Gross Time Net Time Depth to H20 Net Oron; I , EAGLE RIVER AREA ,.,~ GREATER ANCHORAGE AREA BOROUGH ,, ,, Department of Environmental Quality 33~ C Street, Anchorage, Alaska 99503 274-4561 /~1~, ~~ Date Received October 25, 1976 ~/ .~ Time of Inspection /~ {~- ~,~&~v Date of Inspection /~-~ ~(n ~. Ln ES ~ ~ ~) ~C~' '~ Conv. ]. Appr0va] requested by: Alaska National Bank of the North Mailing Address: Pouch 7010 99510 Property Owner: Mailing Address: Legal Description: Location: 629 Chatanika Street Robert & Suzanne Nelson 629 Chatanika, Eagle River Phone: 277-5511 Phone: 694-9946 ~77- OXl l 3. Lot 7 Block 4 Eagle River Heights North 4. ~ 5. Type of facility to be inspected Single Family No. of bedrooms 6. Well Data: A. Type Public Utility C. Construction B. Depth D. Bacterial Analysis 7. Sewage Disposal System: A. Installed C. Septic Tank: D. Seepage Pit: E. Disposal Field: On-site system 1971 B. Installer 2. Manufacturer 2. Material 1. Size 1. Absorption Area Total length of lines o Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank · Absorption area , Other contamination , Absorption area , Sewer Lines C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - Re- st for Approval of Individual ' er & Water Facilities .legal Description Lot 7 Block 4 Eagle River Heights North Approve -' Disapproved Date, CA~proval ,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this reouest for approval to be a true and accurate representation of the subject sewer and wa~er facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 {]/74) ii ~.~ .. ., Department of Environmental quality 4 45 _ "~-- "Z? ~., Anchorage. Alaska 99503 - 27 - 61 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILIT)ES Type of Inspection: CMRO VA FHA CONV xXXXX Property Owner: Robert & Suzanne Nelson Mailing Address: 629 Chatanika, Eagle,RiverDay Phone 694?9946 Name of Buyer: David & Joan Nelson Mailing Address: 6427 E, 31st. Anchora~ Day Phone 333-6269' Name of Lending Institution: Alaska National Bank of the North Mailing Address: 4th. & E. St. Anchora.~e Phone 277-5511 (Gary M. Wa~ah) Phone 277-1553 '5., Name of Realtor or Agent: Jack White Co. Mailing Address: 3201 "c" st. Anchorage Legal Description: Lot 7 Blk. 4 Eagle River Heights North Location: 629 Chatanika St. Eag___~le River Type of Facility to be inspected: sinqle fmly. NO. Bdrms. 3 Water Supply %ype of Supply: Public Utility xxx~ Individual If Individual, number of dwellings presently served If Individual, depth of well _ Sewage Disposal System Type of System: Public Utility .~ If Individual, date of installation Individual (on-site) xxxxx 1971 EQ-037 (1/74) Dile Received Time of Inspection Date of InsDection REQUEST FOR A?PROVAL OF INDIVIDUAL SE~£R & !,!ATER FACILITIES FOR VA 10/6/74 10/7/74 1. Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: 1st National Bank of Anchorage P.O. Box 720 Anchorage 99510 Robert Nelson 4256 Ross Crt, Anchorage 99504 Phone: Phone: 279-4481 3. Legal Description: Lot 7, Block 4, Eagle River Heights 4. Location: Chatanika Street, Eagle River 5. pype of facility to be inspected Single 6. Well Data: Briggs Community Water Supply ' A. Type C. Construction 7. Sewage Disposal System: 1971 1. 1. E. Disposal Field: Total length of lines A. Installed C. Septic Tank: D. Seepage Pit: bio. of bedrooms 2 B. Depth D. Bacterial Analysis B. Installer Wallace Size 750 gal 2. Manufacturer Absorption Area lO'xlg'x3' 2. , Absorption ar~a , Other contanlination 10' , Absorption area 20' Wallace Material Bings , Sewer Lines 31' Distances: ^. Well to: S~ptic 'tank Nearest lot line B. Foundation to septic tank C. Absorption area ~o nearest lot line EQ-034 (1/74) ?age. i of two pages .Page 2 of two pages - Req,-'~t for Approval of Individual S,~'~er & Water Facilities Legal Description Lot 7. Blnnk 4 F~nl: P( .... u~.~. Comments Appro .~ Disapproved Date 10/7/74 Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewe? and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) DAVID A. SLENKAMP ROBERT A. SHAFER David and Joan Nelson 629 Chatanika Loop Eagle River, Alaska 99577 MECHANICAL ENGINEER 694-9055 May 27, 1981 CIVIL ENGINEER 694-2979 MUNICIPALITY OF ANCHORAGE DEPT, OF I~>,LTH & ENVIRONMENTr,L F,,o~ECTION 1981 RECEIVED Dear Mr. and Mrs. Nelson, Reference: Lot 7: Block 4: Eagle River Heights North Subdivision A sewer system adequacy test was performed on the system located on the referenced property at the request of Century 21, Realty. The septic tanks were pumped and found to have a combined capacity in excess of 1000 gallons. The absorption trench was tested by a continuous flow of water over a period of 48 hours. The average flow for a 24 hour period was 545 gallons without any adverse effect on the system. It can be concluded from this test that the waste water disposal system located on this property as upgraded in 1977 is currently functioning adequately for a three bedroom residence. If we may be of further assistance, please do not hesitate to call. Sincerely, //' cc: Century 2~, Metropolitan ATTENTION: A1 Swires Municipality of Anchorage Department of Health and Environmental Protection SRB 196X EAGLE RIVER, ALASKA Al~m~ ~uzdr oZ ~ HoL'th 7-010 A:~ho~'~e, Alalk8 ~9510 ~ho ~ort~ ~or approval of on-sAte MMUr and ~tul~c £aoiXtt~Les a ~) (2) beazo(~. 27S-2221, ezte~_fAon 286. $tng~l~ely,