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Home My WebLink AboutDRAKE BLK 1 LT 5 Municipality of AnchOrage Page 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: ~(/c[c~ ~:) 1 L~' PID Number: Name: ~&~ [~ .~ b~ Wastewater System: D New ~Upgrade Address: I ~ ~l ~ ~~ %~ ABSORPTION FIELD LEGAL DESCRIPTION SoilRating: I.A GPD/Sq.F' Tota[ Depth from ori~nal grade: !Lot: Block: Subdiv~ion: Depth to pipe bo~om from or~al grade: Gravel depth beneath pipe Township: ~ Range: Section: Fill added above original grade: Gravel length: O - [ ~. ~ ~ ~t. I Number of lines: ~ Distan~ ~nlines: WELL: B New ~ Upgrade Gravelwldth: ~ Ft. JI ' Ft. Clarification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: Ft. ~t. Driller: DateDrilled: StaticWaterLevel:Ft. Installer: ~ SEPARATION DISTANCES ~eptic ~ Holding ~ S.T.E.P. TO Septic Abso~tion Lift Holding =ubl~c/PrivateManufacturer: Capacity in gallons: Matedah Number of Compa~ments: Su~ace w~t~ ~/ ~ LIFT STATJON LOt ~ ~5 Size in g~ll°ns: I Manufacturer; Line Foundation j~ ~ "Pump °n' lave] at: I"Pump °~velat: IHigh water alarm at: Cu~ain ~) Pump Make & MoSel I Electr[~l I ns~cbons pedormed by Drain I Remarks: BENCH MARK I A~um~ Elevati°n: } ~O ' 0 ~ :.' ,' ENGJN~E~;~S~L Inspections pedormed by: Dates: 1st Depadment of Heal.and Human Se~ices approval Reviewed and apProved by: ~Date: 72-~13 (Rev. 9/91 ) MOA 25 I I N TOBBEN SPURKLAND P.E. 205 W ISTN. AVENUE ANON. AK. 9950! F907) 279-5916 SCALE: I': 50 FF, / -- Well STANDARD SEPTIC SYSTEM: \ r~ 5 FT EFFECTIVE ROCK E n ~ I ~ FT DOVER .~~3_ ~q~ ~C~ ~ SWING TIES: B ~ ~ AD 5g BD 62. 7 AE 64 BE 67,4 [ LOT 5 BLOCK 1 DRAKE S/D 12510 GANDER STREET MARIAN t. HAGZUND Well BENCH MARK: BOTTOM SIDING ASSUMED ELEVATION IO0. OO FT [ SEPTIC SYSTEM AS BUILT DATE: JULY 10, 1999 SHEET: 2/5 GRID: 2854 PERMIT # SV99145 PID # 017 461-05 DRAO1051, D~/6 S t;ano/~o/ £' Vide ,10' Long 9' ~eep ~0' £e~,en ~ock 4' Cover NO SCALE Monitor ~ C{eonouts /~ 3' Cover 92.0 ~ -- 92.0 87.0 5,0 Pt oW £eptJc Rock Effective ND SCALE ANCHORAGE lANK Q . ~ IE 94.$9 1000 gal septic tank INSULAT£D TOP 0£ TANK JTQBBEN SPURKLAND P,E, &03 X415th Ave Anchopo. ge Ak 99501 PERMIT ,// SW990145 LOT 1 BLOCK 5 DRAKE S/D 12510 GANDER NEAL HAGLUND SEPTIC, SYSTEM SCHEMATIC DATE: JULY I0, 1999 SHEET, .~/.~' GRID: 2834 PARCEL ID // 017-461-05 DRAOIO55. DWG MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jun 17, 1999 Expiration Date: Jun 16, 2000 Permit Number: SW990145 Legal Description: DRAKE BLK I LT 5 Design Engineer: 0007 Tobben Spurkland, PE Owner Name: Marian Haglund Owner Address: 12510 GANDER STREET ANCHORAGE , AK 99516-2717 Pamel ID: 017-461-05 Site Address: 012510 GANDER ST Lot Size: 89807 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 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 (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 5 BLOCK 1 DRAKE S/D NEAL HAGLUND Municipality of Anchorage Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 June 5, 1999 We are submitting an application for the upgrade of the septic system for this lot. The submittal consists of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the septic system is subject to this permit application, (sheet 2/3), and a schematic ofthe septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following: The cesspool is collapsed, but there is no evidence of liquid in the cavity. A single person has lived in the residence for the last several years, with a minimum of water usage. If there is no evidence of contaminated soil, the proposed trench will be located as shown. If soil contamination is found, the trench will be relocated ten feet to the north. Ground Water at 13 1~. Use Standard Trench Soil Rating. From Testhole 05/20/99 <1 min/in - 1.2 gal per sq.fffday No. of Bedrooms 3 Requimd Area per Bedroom: 150/1.2 = 125 sq.ft. Total area required: 125 x 3- 375 sqf~ Bottom Rock At 9 feet Top Rock At 4 feet Rock Depth 5 feet Total Trench Length 375 / 10 - 37.5 fL USE 40 LF SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 40 FT TOTAL WIDTH 2 FT TOTAL DEPTH 9 FT ROCK DEPTH 5 FT COVER 4 FT SEPTIC TANK 1000 GAL The installation of this septic system will not prevent wells from being installed on the adjacent lots. There am no developed or natural surfac9 / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoffwill not result from this installation. L~F-6-- -- LBT 5 I I I I T£E££ I I I P/E£GANS££ A VENUE LOT I 49~h ' ~lP[elI LOT 3 L~T 4 + ~ell 50 I 100 150 SqALE, l' = 100 FL DSO $00 TOBBEN SPURI(LAND P.E. 20,5 lq 15TH. AVENUE ANCH. AK. 99501 (907) 279-5916 LOT 5 BLOCK ] DRAKE 12510 GANDER STREET MARIAN L. HAGLUND SEPTIC SYSTEM DESIGN DATE: APRIL 27, 1999 SHEET: I/5 GRID: 2854 PEI~M[? # Piti # 0i7-46! 05 fl£ADIOSLD~/5 N £CALD ]" : 50 FL ~)- ~Yell STANDARD SEPTIC SYSTEM: I000 GAL SEPTIC TANK STANDARD 9 FT TOTAL DEPTH 5 FT EFFECTIVE ROCK + ~el] COLLAPSED CESSPOOL'O0~ NO ACCUMULATED SZ~J~E OR ~/ATER TOBBEN SPURKLAND P.E. 205 Y/ 15TH. AVENUE ARCH. AK. 99501 (907) 279-5916 LOT 5 B£OCK 1 DRAKE S/D 12510 GANDER STREET MARIAN L. HAOLUND SEPTIC SYSTEM DES/ON DATE: JUNE 4, 1999 SHEE[: 2/3; GRID: 2854 PERMIT # S~/990XX PID # 017-461-05 DB/~IO51,D~/G P£1~A£Y 1-££NCN S~ondord Trench: c~' 40' Lon9 9' Peep 5,0' Smwer rock 4' Cover REPLACEMENT ~£ENCH NB SCALE 3' Cover IO lO00 90( Septic i, onk --0 5.0 Pt oF ~'eptlc Rock Effective SCALE 1000 90(. septlc tank INSULATE TOP OF TANK TDBB£N SPURKLAND P,E, 803 ~15%h Ave Anchorage Ak 99501 LOT 1 BLOC/( 5 DRAKE S/D 12510 OANDER NEAL HAGLUND SEPTIC SYSTEM SCHEMATIC 9^TE: JUNE ~ 1999 SHEET: GRID: ~4 PERMIT // SW9900XX PARCEL ID ~z XX DRAOlO55. DWG Munl.;i~calJty of Anchorage DEPARTMENT OF '~EALTH & HUMAN SERVICES 825 "L" Street, A~chorage, Alaska 99502-0650 SOILS LOG- PERCOLATION TEST PERFORMED FOR: ~,~ _"~ · EG^,. DES0R,PT,ON: L~'F .5 ~ ~ I~ Pi_ DISCLAIHFR: GrDundwater Past and future presence 1 2 3- 4- 5- 6- 7 8 9 10 11 12 13 14 15~ 16- 17- 18- 19- 20- (ENGINEER'S SEAL) Township, Range, Section: LEVF SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT Monilodno? I 3 Dale: PERCOLATION RATE ~ i (minuteshnch} PERC HOLE DIAMETER __ c~nditiDns indicated are for the dates and/or depth of groundwater can not be shown only. predicted PERFORMED BY: I ACCORDANCE WITH ALL STATE AND MUNICIPAL Gl)!;. ELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY THAT '~HIS TEST WAS PERFORMED IN