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Home My WebLink AboutKINCAID HEIGHTS LT 4Kincaid Heights Lot 4 #011-122-04 ~- " 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) ~;~\ PIDNumber: ~;) ].~.-- 'l~;L,;A--- ~-~ !Na,,e: ~A~t4 ~ ~t ~ ~ ~ ~ Wastewater System: ~New ~ Upgrade Address: ~ ~oos~f '~ ABSORPTION FIELD Phone:IN°'°fBedr°°ms:~ ~Deep Trench ~ ShaUow Trench ~ Bed ~ Mound ~ Other Total Depth from ori inal grade: LEGAL DESCRIPTION SoilRating: ~.~ GPD/Sq. Ft. ~ ~'~ Lot: Block: Subdiv~ion: Oepth to pipe bottom from original grade'. Gravel depth beneath pipe ~ ~ l~At~ ~ ~t~ H'~~ 3 ~. Township: I Range: I Section: Fill added above original grade: Gravel length: Ft. ~O Ft Number of lines: [ Distance belween Ifnes: WELL: ~ New ~ Upgrade Gravelwidth: ~ Fl, ~I I O Ft. Classification (Private, A,B,C): Total Depth: Cased TO: Total absorption area: Pipe material: Driller: ,)/ Date Drilled: Static Water Level:Ft. Installer: ~ ~ ~ Date~./~installed:~ ~¢ Yield: ~ ~ GPM Pump Set at: Ft.~1 Casing Height Above Ground:Ft. TANK SEPARATION DISTANCES ~ s~,tio ~ Ho~di,g ~S.T.~.~. TO Septic Absorption Lilt ~oldlng Public/P¢ivat{ Manufacturer: Capacity in gallons: From Tank Fierd Station Tank Sewer Lines A~&. ~& =~ Sur~O"W~e, ~Iu ~/~ LIFT STATION Lot Size in gallons: ~ Manufacturer: Line ~0~ ~D ~0 ~~ ~~ "Pumpon" eve a: i I"Pumpoff"lovelat: IHighw.teralarmat ' Foundation ~H . ~ I D b~~ I ~7~ ~' Remarks: BENCH MARK Inspections performed by: % ~ Dates: 1st ¢~Y/~ '?~ '~' ...... :''r; ¢ Department of Health and Human Services approval ~G'% Reviewed and approved by: ~ ~ ~ Date:/~-/~'¢ o 72-013 (Rev 9/91) MOA 25 N ~S ~ 75 100 125 I ££ALE; ~ 5~0 FT, I ~' STANDARD SEPTIC SYSTEM 2QO0 GAL STEP SEPTIC TANK TWO TRENCHES 60 FT LONO ~H~ //1 11 FT DEEP 8 FT EFFECT~ ROCK DIVERSION VALVE H 2000 GAL STEP B BENCH MARK 150 SWING TIES: AD 14 FT BD 42.5 AH 24 BH 42 BENCH MARK: TOP OF FOUNDATION ASSUMED E£EV. I00.00 FT TOBBEN SPURKLAND P.E. 205 W 15TH. AVENUE ARCH. AK. 99501 (907) Z79-:9~6 IflNCAID EEIGHTS CATHERINE CALL LOT 4 SEPTIC SYSTEM AS EUILTS DATE: AUG, 2, 2000 SHEET.. 2/5 GRID.. 2222 PERMIT # £~/9904£1 PIE # 0!1-122 04 KIHOOO42.DP/6 SCHEDULE 40 PVC 1/8" HOLES ~ $0" Stondomd Trenches; 2' W/de 60' Long il' Peep 8.0' Sewer rock 5-6' Cover FILL ADDED Monltom 5~' Co Vet m v~... II, %?/ ,. ~..,.~ ........... ~. .......... ,?....~ ~m ~ No, CE 2225 ~, ~ 0 Foundof/on Cleon out 2000 GAL STEP TANK 94. I 9J. 3 8.0 Pt o£ Septla Roar Effective NO SCALE 81. ii 81.26 86.1 TRENCH I 8s.s ~?~ 26AL SIEP TANK BENCH MASRK TOP fOUNDATION ASSUMED ELEVATION I00,00 FL TOBBEN SPURKLAND P,E. 203 ~lSth Ave Anchopcge Ak 99501 I{INCAID HEIGHTS LOT 4 CAIHHINE CALL SEPTIC §YSTEN SCHEMATIC DATE: AUO. 2, 2000 SHEET: GRID: 2222 PERWIT ff S~/99042! PARCEL ID // 0ii-i22-04 KIHOOO43. DW¢ 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 Initial Date Issued: Nov 24, 1999 Expiration Date: Nov 23, 2000 Permit Nurober: SW99042'1 Legal Description: KINCAID HEIGHTS LT 4 Design Engineer: 0007 Tobben Spurkland, PE Owner Name: Catherine Call Owner Address: 2210 Roosevelt Dr Anchorage , AK 99517- Parcel iD: 01%122~04 Site Address: Lot Size: 41522 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction roust 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 pdor 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. Date:l/--24--?? T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Municipality of Anchorage Department of Health and Social Services 825 L Street Anchorage, Alaska 99501 May 11, 2000 Subject: Permit # SW990421 Lot 4 Kincaid Heights Gentlemen; My client is requesting a separation waiver of the distance between the two proposed trenches. Due to space limitations the required 16 separation can not be obtained. On paper a separation of 11 feet is possible assuming the trenches will be 2 feet wide. The proposed building is located 35 feet from the west lot line. Yours L I I N SCALE: ~ 5~ FL STANDARD SEPTIC SYSTEM 2000 GAL STEP SEPTIC TANK TWO TRENCHES ~ 60 FT LONG (TH) I I FT DEEP 8 FT EFFECTfVE ROCK DIVERS/ON VALVE TOBBEN SPURKLA~ 205 W 15TH. AVENUE ]] ARCH. AK. 9950~ I ~ ~ 279-5916 .U I{INCAID HEIGHTS CATHERINE CALL LOT 4 SEP[/C SYSTEM DES/ON DATE; OCT. 50, 1999 SHEEh 2/5 OR/D: 2222 PERMIT # Sb/990XXX PIP # XX KIHOOO42,DF/6 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 4 KINCAID HEIGHTS CATHERINE CALL Municipality of Anchorage Department of Health and Social Services 825 L Street Anchorage, Alaska 99501 November 3, 1999 We are submitting an application for the installation of a 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 of the 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: No Ground Water or Impervious Layer to 17 Use Standard Trench with STEP tank Soil Rating. From Testhole 10/28/99 5 min/in = 1.2 gal per sq.fffday Use .8 gal per sq ft per day No. of Bedrooms 5 Required Ama per Bedroom: 150/.8 = 187.5 sq.ft. Total arearequired: 187.5 x 5 -937.5 sqit Testhole depth 17 feet Bottom Rock At 11 feet Top Rock At 3 feet Rock Depth 8 feet Total Trench Length 937.5 / 16 - 58.6 ft. USE 60 LF SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 60 FT TOTAL WIDTH 2 FT TOTAL DEPTH 11 FT ROCK DEPTH 8 FT COVER 3 FT SEPTIC TANK STEP 2000 GAL The installation of this well and septic system will not prevent development of adjacent lots. There are no developed or natural surface / 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. II I Ii I / I SO 0 50 100 ISO ~00 £$0 300 SCALE: 1" 100 FL TOBBEN SPURKLAND P.E. ~ ~ 205 W 15TH. AVENUE II ANCH. AK. 99501 (907} 279-$9~6 KINCAID HEIGHTS LOT 4 CATHERME CALL SEPtiC SYSTEM DESIGN DATE: OCT. 50, 1999 SHEET; Ii5 GRID: 2222 KIHOOO41,D~/G PERMIT # S~/990XXX PID # XX ~5 o I ~ '~' ~ 75 100 SCALE: ~ 50 FL 60 FT LONG I [ FT DEEP 8 FT EFF£CTIVE ROCK DIVERSION VALVE I I TOBBEN SPURKLAND P.£ 203 W 15TH. A VENUE ARCH. A~ 99501 (907) 279-39~6 KINCAID HEIGHTS tOT 4 SEPTIC SYSTEM DESIGN DA[E: OCT, 30, 1999 CATHERINE CALL SHEET: 2/3 GRID: 2222 PERMIT # S~/990XXX PIP # XX KIHOOO4~.~,/G PERFORMED FOR: T'H i Munl.:il:'allty of Anchorage DEPARTMENT O~ ,~EALTH & HUMAN SERVICES 825 "L" Street, Am:horage, Alaska 99502-0650 SOILS LOG- PERCOLATION TEST 2 3 [Pt H lO 19 20- DISCLAIHFR: grnundwater Past and future presence Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES. AT WHAT D~PTH? OeF,h lo Waer Alter Gross Net Depth to Net :-~eeding Date Time Time Water Drop PEROOLATIONRATE ~ (minutes/,nchJPERCHOLEDiAMETER ~ ,I TLSTRUNDETWEEN ~ .FTAND ~ FT ¢.~ndition~ indicate~ are for the dates shown only, &nd/or depth of gro;ndwater can not be predicted · from ~;nese op_~.~rvat, lons. PERFORMED BY: ~' ~ I ~' ~ CERTIFY THAT THIS TEST WAS PERFORMED IN · ACCORDANCE WITH ALL STATE AND MUNICIPAL GU!L £LINESIN EFFECT ON THIS DAII~ DATE: ~]~ -'~ 72-008 (Rev, 4/85) Munl;il:,allty of Anchorage DEPARTMENT O~: -~EALTH & HUMAN SERVICE. S 825 "L" Street, A*mhorage, Alaska 99502-0650 SOILS LOG- PERCOLATION TEST DATE PERFOf PERFORMED FOR: LEGAl. DESCRIPTION: ~'~ ~}, ~ ~[~'~t~'~ ~t~\~'~sT°wnship' Range, Section: SLOPE 1 SITE PLAN WAS GROUND WATER ~\ ~ ENCOUNTERED? .... 5 6- 7 8 9 11 12 13 14 15- 16- 17 · . 19 2O S L IF YES, AT WHAT O Gross Net Depth to Net ~%eding Date Time Time Water Drop 'P~- o,~- DISCLAINFR: ¢~rn. ndwa ter Past and future presence · from these obs.er_va%lons. .~-' PERFORMED BY: ' l! ~ I I , '~ · ACCORDANCE WITH ALL STATE AND MUNICIPAL OUK. ELINE$ IN EFPECT ON THIS DATE. PERCOLATION RATE ~ (minutes/,nch) PERC HOLE DIAMETER ~ TLST RUN BETWEEN ~ FT AND ~ FT corlditinns indicate_([ are for the dates shown only. and/or depth of groundwater can not be predicted CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: I t, ~. q ?' 72-008 (Rev. 4/85) REPLACEI~EN~ ~RENCH SCHEDULE 40 PVC f/8" HOLES @ $0" T~/O WAY BALL VALVE P£1~'A£Y TRENCH St~ondord ?renche~: 60' Lon9 Deep $,0' Sewer rock Cover NO SCALE Monitor' 3' Cover ~000 6AL STEP TANK 8,0 £i: o£ Septic /~oc/< Effective ND SCALE 2000 OAL STEP TANK TOBBEN SPURKLAND P,E, 203 W15th Ave Anchorage Ak 99501 KINCAID H£IOHTS LOT 4 SEPTIC SYSTEM DESIGN ~^TE, NOK ~ ~999 SHEET: GRID, 2£22 SW9900XX PARCEL ID ,// XX KIHOOO4$.DWG