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Home My WebLink AboutCORONADO BLK 1 LT 9 MunicipalitY of Anchorage Page I of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: .~VJ 4~70c~-/o0 PIDNumber: Name: ~O~a~ ~~~ Wastewater System: D N~~D Upgrade~ Address:. ~ ~0~~ ~r~/~ ~. ABSORPTION FIELD ~ D Deep Trench D Shallow Trench D Bed D D Other LEGAL DESCRIPTION so, Rating: Total De~ original grade: GPD/Sq. Ft. Lot: ~ Blockt / ~0 ~Subdiv~i°n: ~ Depth to pipe bottom from original grade: Ft. G~epth beneath pipe Ft. Township:~ I Range: / [Sect~ Fill added ab°va °riginal grade: ~ ~Gravel length:~Ft. Ft, WELL: c New ~ ~ Gravelwidth: ~/ Ft. Number°f lines: IDistancebetweenlines:Ft. ClasSification (~rivate, A,B,C): ~pth: ' Cased To: Total absorption~ Pipe material: ~(J~h:L~ .... ~ Ft. Ft. SQ. Ft. Driller: / Date Drilled: Static Water. Level:Ft. Installer/ Date installed: Yield: ~PM IPump set at: Ft. ICasing Height AbOve Gr°und:/Ft. TANK / SEPARATION DISTANCES ~%ptic ~ '~¢~~ To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank SewerLlne, nchora Material: Number of Compartments: Surface LIFT STATION Water IO~+ IO0'~ LineL°t /0 ~ ~ /~t~ Size in gallons: I Manufacturer: ~~ t , "Pump on" level at:~el at: ~ High water alarm at: Foundation ~ ~ IO ~ Curtain Drain ~o~ ~O~-- __ / / Pum~ ~ [ Electrical Inspections pedormed by: Remarks: BENCH MARK Location and Description: Assumed Elevation: . Inspections performed~., ...... ,-, Department of Health and Human So.ices approval '~,,~... Reviewed and approved by: ~ Date: 9 ',',~, ~ ..... .,. ,:".._~-- 72-013 (Rev. 9/91) MOA 25 'PERMIT NO SW970248 PA6~ 2 OF 2 Hunicipo. Lity of" Anchor'age DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DOVlSION P,D, Box 1966500Anchor'age, ALaska 99519-6650 O TeLephone, 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 9, BLOCK 1, CORONADO SUBDIVISION P.I.D. NO. 050--121--21 A B FCO 22.0' 28.5' ST1 16.0' ,58.0' ST2 14.5' 52.0' DBL1 15.5' 54.0' DBL2 16.5' 55.0' C01 26.0' 70.0' C02 46.5' 45.0' MT1 47.0' 45.0' EXISTING CRIB EW 2000 GAL. N MT1 L lB ,.X, 'f' ~-EXISTING SEPTIC SYSTEM SEPTIC TANK ST1 ST2 H , J] z-FINAL N.T.S. GRADE SCALE 1" = 40' PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUNLAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 i~CHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970248 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:LUTHER DIANA M OWNER ADDRESS:il734 CELESTIAL ST EAGLE RIVER, ALASKA 99577 DATE ISSUED: 8/08/97 EXPIRATION DATE: 8/08/98 PARCEL ID:05012121 LEGAL DESCRIPTION: CORONADO BLK 1 LT LOT SIZE: 13280 (SQ. FT.) NUMBER OF BEDROOMS: 7 THIS PERMIT: 7 THIS PERMIT IS FOR THE CONSTRUCTION OF: SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE ~ITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED BY: ISSUED BY: DATE: (J~-- ~- F 7 DATE: 8-~- F7 ROBERT C. COWAN, P.E. August 7, 1997 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE W~STEWATER DISPOSAL SYSTEM DESIGN MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 9, Block 1, Coronado Subdivision MUNICIPALITY OF ANL, HOi,~(.SJ: [NVIRONMENTAL SERVICES DIVISION AUG 08 1997 RECEIVED Request you expedite the issuance of a permit to upgrade the septic system serving the existing house on the referenced property. The existing 1000 gallon septic tanks have collapsed and are leaking effluent. They will be excavated, pumped, crushed, and abandoned completely and replaced with a new 2000 gallon septic tank. This property is served by a community water system. Attached is the proposed upgrade design. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. We request you expedite the issuance of this pemit due to the unsanitary conditions. If you require additional information, please contact us. Sincerely, -j Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 ° EAGLE RIVER, ALASKA 99577 1" = 50' SITE-PLAN DESIGN SCALE Z ' ~LITY O0 ~ > o~ Z~ > ~ I I o ~z~ ~z ~Z~ Z ~ m ~. Z ~ EXiSTiNG ~g~ HOUSE ~ . omo I ~ ~ ~ Z~ ~ z QS~ ~~ o ~F ~ · o ~ ~O~z ~ ~ '~ 0 CELESTIAL STREET ~ ~o~ 8~ o~ 0 GREA,,'R ANCHORAGE AREA BORO,,GH Department of Environmental Quslity 3330 C Street Anchorsge, AIssk8 ggS03 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL sYST'EM SEPTIC TANK: DISTANCE FROM WELL~ MANUFACTURER MATERIAL LIQUID DEPTH ~ NUMBER OF / _ COM PA RTM ENTS LIQUID CAPACITY ~"/~' ~4'~b NEAREST LOT L NE ~' ! TOTAL LENGTH~,/~ DISTANCE FROM WELL . FOUNDATION OF LINES ABSORPTION AREA ~~ ~ ~N~T:~C~LINE. . DEPTH OF FILTER MATERIAL BENEATH TILE BOVE TILE ~ /~ IN. WELL: TYPE _ BUILDING FOUNDATION__ CESSPOOL APPROVED NEAREST LOT LINE __, OTHER SOURCES DISAPPROVED NEAREST SEWER LINE_ DEPTH SEPTIC SEEPAGE , TANK__, SYSTEM REMARKS DISTANCE FROM: DISTANCES: INSTALLED BY: SEWER LINE DEPTH: LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM Form EQ-032 NAME OF APPLICANT GREA' R ANCHORAge Area bor~ .CH -O' '' ' DEPARTMENT OF ENVIRONMENTAL ~UALITY ~ ~ ~ ' ~ , COMPLETION· DATE ANTICIPATED INSTALLATION LOCATION 'EGALDESCE'FT'ON 1o_ ? !NSTALLATION OF: SEPTIC TANK ~ TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL FINAL INSPECTION: 24 HOUR NOTICE REQUIRE~:'B~cKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE ,:,EPARTME.T OF ENV,RO.M'ENT^L ,~UAL,TY AUT.OR,TY WrL, L SE SU..,ECT TO PROSECUT,ON. SEPTIC TANK SIZE : ; · ~ .; MINIMUM DISTANCES, REQUIREMENTS: FOUNDATION TO SEPTIC tank S'~'l : FOUNDATION TO SEEPAGE PIT , DRAIN FIELD N'l, SEPTIC TANK TO SEEPAGE PIT WALL _ SEEPAGE PIT ~O g , . . ~ DRAIN field SEEPAGE P,T t O0 · DIAGRAM OF SYgTEM SEPTIC TANK S'~ TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD //~) i~ WATER MAIN TO SEPTIC TANK DRAIN FIELD //'_~ /0/ ALSO CONSIDER AREA WELLS. / , SEEPAGE PIT /00'. DRAIN FIELD: TO RIVER, LAKE, STREAM. FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL 'BACKFILL ' "" i' CONFORM TO BOROUGH REGULATIONS .REGARDING ,~ALLATION. LICENSED DESIGNER CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOle. 4 INCH DIAMETER CAST lEON SIPHON PIPES ON SEPTIC '=l'Al'~K AND ;~'-~E~AGE Pit ; I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE wITH SAID CODE. FORM NO. E:Q-016 GAAB-HD-I GR; ..:R ANCHORAGE AREA BOROU' Di:r~RTMENT OF ENVIRONMENTAL QUALh. 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~'J.J'~/~ ~'-N (~-~ LOCATION q~/l~S'T t~ Z SEPTIC TANK: DISTANCE FROM WELL ~u)~7¢l~p~s~L~ I i'LL~TERIAL ~, ~ / 7~9 LIQUID CAPACITY J~() GALLONS. INSIDE LENGTH .... MAILING ADDRESS ~--z~?d. ~EJ~IO~? : ~'~9~ ~Jz,C._=_, PHONE 9/~"~/ LEGAL DESCRIPTION ~.OT ~ ~1~ I (2_~r'~'),~ 4~, NUMBER OF COMPARTMENTS LIQUID INSIDE WIDTH -- DEPTH__"-'-. SEEPAGE SYSTEM: NUMBER OF PiTS LINING MATERIAl NEAREST LOT LiNE SEEPAGE PIT: OUTSIDE DIAMETER OR WIDTH q I , LENGTH 'J~'~ / , DEPTH ~'~ DISTANCE FROM WELL , BUILDING FOUNDATION '~'? '" TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ,~'~ SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL FOUNDATION NEAREST LOT LiNE TOTAL LENGTH , OF LINES NUMBER OF LINES DISTANCE BETWEEN LINES .......... TREF,TCJ::J~-DTH ABSORPTION AREA .-.---~SQ.'~F~.- LENGTH OF EACH LINE DEPTH: TOP OF LE'q'T~TOFINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN, TOTAL EFFECTIVE IN. ABOVE TILE DISTANCE FROM WELL: TYPE~//W/J~dLOP~ ~'/, DEPTH BUILDING FOUNDATION.. NEAREST SEPTIC SEEPAGE LOT LINE , SEWER LINE , TANK , SYSTEM WATER SAMPLE , CESSPOOL , NEAREST OTHER , SOURCES__ DISTANCES: ,/~J.- COST ~ DIAGRAM OF SYSTEM DATE APPROVED G.A.A.B. GreA, Er ANCHORAGE Area BOF;~U~--~-~ DEPARTMENT OF' ENVIRONMENTAL QUALITY PERMIT NO. 3500 TUDOR ROAD POUCH 6-650 ANCHORAGe, ALASKA 99502 TELEPHONE 27~)-8686 2177 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT IEGALDeSCRIPTiON ~IUi/~' ~ ~ / TYPE AND SIZE OF FACILITY TO BE SERVED SOIL TEST RESULTS / COMPLETION DATE ANTICIPATED OTHER ,~ TO BE INSTALLED BY ~ ~"~ /~C NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST ! FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN field DRAIN FIELD ,, DRAIN FIELD IT ALSO CONSIDER ARea WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD SO' SEPTIC TANK, - , SEEPAGE PIT . DRAIN FielD TO riVEr, LAKE, STREAM. 'CAST IRON INTO ANn niit n; -~£PTIC TANK AND INTO CRiB CROSSING GAP OF EXCAVATION 5 FEET INTO I~NDISTIJRBED SOil. 4 INCH DIAMETER CAST IRON SIPHO~I PIPES C)N RI~PTIC. TANK AND SEEPAGE PIT F[TTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. HEALTH AUTHORITY OR LICENSED DESIGNER ! CERTIFY THAT I AM FAMiliar WITH THE REQUIREMENTS OF GREATER ANCHORAGE Area BOROUGh ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED J~YSTEM IS IN ACCORDANCE WITH SAID CODE. ~ ! /- GREA' 'R ANCHORAGE AREA BOROUGH DEPAF ~NT OF ENVIRONMENTAL QUAL~ ,' ., 3500 TUDOR ROAD ANCHORAGE' ALASKA 99502 Performed For ~--/= r~-~ /'-~'~s ~r~=l(- Date Performed Legal Description: Lot~Block / 'Subdivision This Form Reports Soils~g>~ "' CASE # Percolation Test Depth ......... Feet 4~." 9---- 10--- Soil Characteristics Was Ground Water Encountered? /~/~ If Yes, At What Depth? Reading Date Gross Time Net Time Depth to H20 Net Drop Percolation' Rate M~.,,+.. .... Proposed Insta]'lation: Depth Of Inlet COMMENTS:__ %,~x~ ~ Seepage Pit Drain Field Depth To Bottom Of Pit Or Trench Test Pel~forme~ By_- ~C~ x Data Certified By: //'Y~ Da te: N