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HomeMy WebLinkAboutGINAMI HILLS LT 4Ginami Hills #1 Lot 4 #015-461-25 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: ~; t/.,' P-e ~ o~..I ~, PID Number: N,~*~~Ot- ~ ~ ~~ Wastewater System: ~ew D Upgrade ~1~ ~ ~y ~ ABSORPTION FIELD LEGAL DESCRIPTION s°""'""~: WELL: ~ New D Upgrade ~,~.~m: SEPARATION DISTANCES as.,c a Ho~,,, ~S.T.E.P. Sudaca w,,,, "/o ~/r ~/~ LIFT STATION SIzeln gallofli: Manufsctu~, Lot nemarks: BENOH MARK ~ENGINEER'S SEAL Inspections performed by: _ : Dates: 1st Department of Health and Human Se~ices approval ' Reviewed and approved by: ~,. ate; SCALD 1' = 188 Fl'. HILL 3~ ~ J ~ Well LOT 4 DENAL I MEADD~/S EL_rY. IOO.00 Iq' I OBBEN SPURKI.4ND P.E. 205 IV ISTX. AVENUE ANON. AK. ~S01 po7) PERNzr ~ svoooe~6 II GINAMI HILLS LOT 4 ROBERT PROSSER Piti # 015-461-P5 SEPTIC SYSTEM DESIGN DATE: DEC. 1,9, 2000 SHEET.. !/2 GRID: 2741 6NHoOo4LD~6 6'-2' _! ~.~:__._~ 4-INCH INSULATION STANDARD DRAIN FIELD ) TOTAL LENGTH ,12 FT TOTAL ROCK DEPTH 76 INCHES EFFECTIVE ROCK DEPTH 72 INCHES ~- ~co~l~'sso~ 96~ TOTAL COVER 3 FT, wd I r ~ NO SCALE · ' 's6c;c;'r ; i "%- INS 'LATION TESTHOLE I?.$ FI'. DEEP LEGEND: 1. PRII~ARY TREATHEN~ SEPTIC TANK 2. AERATION TANK 3. CLARIFICATION TANK 4. DISCHARGE TANK 5. SOIL ABSORPTION BENCH IffARK BOFfOlff SIDING ASSUIsIED ELEV. I00.00 FT. TOBBEN SPURKLAND P.E. ] ] 203 WlSth Ave PERIfflT / SV/000216 GINA]tlI Hll, hq LOT 4 WASTEWATER SYSTEIff SCHEI, tATIC ROBERT PROSSER SEPTIC SYSTEI, f SCHEIffATIC ] DAIE: DEC. IS, £000 SHEET: 3/3 GRID: 274I GNHOOOAJ. DWG PlO NO 015-461-25 4-INCH INSULATION STANDARO ORAIN £1ELO TOTAL LENCTH 42 FT TOTAL DEPTH 8 FT TOTAL ROCK DEPTH 76 INCHES EFFECTIVE ROCK DEPTH 72 INCHES TOTAL COVER 3 FT. 0 0 0 0 0 0 0 0 0 , 86.9 INSULATION ~-~ SILT ~ARRI£R NO SCALE TESTHOLE 12 FT. DEEP TOBBEN SPURKLAND P.E. 205 1~lSth Ave Anchoraae Ak 99501 279-$9~6 LEGEND: I. PR/MARY TREATMENT, SEPTIC TANK 2. AERATION TANK $. CLARIFICATION TANK 4. DISCHARGE TANK 5. SOIL ABSORPTION GINAMI HILLq LOT 4 WASTEWATER SYSTEM SCHEMATIC ROBERT PRO$SER BENCH 1~4RK BOTTOM S/O/NC ASSUMED ELEV. 100.00 Fr. SEPTIC SYSTEM SCHEMATIC DATE: DEC. 18, 2000 SHEET: $/$ GRID: 2741 PERMIT t~1 SW000216 PlO NO 015-461-25 GNHOOO4$.DWG Municipality of Anchorage Department of Health and Human Services 825 'L' Street P,O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom htt p:l/www, cLanchorage.ak us Mayor Permit Number: #SW 000216 Date of Issue: 6-6-00 Parcel Identification Number: 015-465-25 Date Started: 9-9-00 Date Completed: 9-I0-00 ls well located at approved permit location? [] Yes [] No Legal Description: G/nam/Hills Lt 4 Property Owner Name & Address: Carol S. & Robert Presser 11841 Toy Drive Anchorage, Ak 99515 , Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To stick-up 0 2 Organic & silt 2 7 gravelly silt 7 22 silty gravel 22 31 gravelly silt 31 77 bedrock 77 207 RECEIVED IOV 07 2000 Municipality of Anchorage 0ept. Health & Human Services Method of Drilling [] air rotary [] cable tool Casing type: steel Wall Thickness: .025 inches Diameter: _~ inches Depth: 81 feet Liner Type: Diameter: ~ inches Depth: __ Caslng stickup above ground: -2 feet feet Static water level (Eom ground level): 47 feet Pumping level:.207 feet after _2 hours pumping -4 gpm Recover}, Rate: _4 gpm Method of Testing: airlift Well Intake Opening Type: [] Open End [] Open Hole [] Screened Start __ feet [] Perforations Start feet Stopped feet Stopped .~ feet Grout Type: Bentonite # 8 Volume: ] be Depth: Start _0 feet Stopped _.+ feet Pump: Intake Depth ~ feet Pump size hp Brand Name Well Disinfected Upon Completion9. [] Yes [] No Method of Disinfection: CIorfne Tablets Comments: Well Driller: Alpine Drilling & Enterprises P 0 Box 110496 Anchorage AK 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 602 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jul 06, 2000 Expiration Date: Jul 06, 2001 Permit Number: SW000216 Legal Description: GINAMI HILLS LT 4 Design Engineer: 0007 Tobben Spurkland, PE Owner Name: Carol S. Prosser Owner Address: 11841 Toy Dr. Anchorage, AK 99515- Parcel ID: 015-461-25 Site Address: 012031 GIN,OMI ST Lot Size: 201600 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit Is for the construction of: [] Disposal Field [] Septic Tank [] 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 Aiaska 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. Received By: ~L · Date: T.$?IIR i ID P.E. 203 W 15th. Avenue, Suite 203 ANCtlORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 4 GINAM! HILLS ROBERT PROSSER Municipality of Anchorage Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 June 19, 2000 We are submitting an application for the installation ora well and septic system for this lot. The submittal consists of two (2) drawings showing the proposed improvements on the lot, and the adjoining properties, (sheet 1/2), and a schematic ofthe septic system, (sheet 2/2). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following: Ground Water (~ 12 ft. Use BioCycle with Standard Trench Soil Rating. From Testhole 06/19/00 18 mia/in = 1.2 gal persq.ft/day No. of Bedrooms 4 Required Area per Bedroom: 150/1.2 = 125 sq.ft. Total area required: 125 x 4 = 500 sqtt Groundwater ~ 12 ft Bottom Rock At 8 feet Top Rock At 2 feet Rock Depth 6 feet Total Trench Length 500 / 12 = 42 ft. SYSTEM CONFIGURATION BIOCYCLE STANDARD TRENCtl TOTALLENGT~I ~ FT .5'~ /~- TOTAL WIDTII 2 FT TOTAL DEPTtl 7 & FT ROCK DEPTil 6 FT COVER 3 let The installation of this septic system will not prevent wells and septic systems to be installed on thc 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. ,/ .DEIVA L [ MEA£Dh/S L£r 4 II II Jl'OBBEN SPU£KLAND P.E. 205 W I5TtL AVENUE ANCN. AK. 99501 (~07) 2~-,~1~ PERMIt ~ SVOOOOXX CINA~H tlILLS LOT 4 ROBER[ PROSSER PID # xx j j SEP[IC SYSTEM DES/ON DA[E: JUNE 20, 2000 SHEET: 1/2 GRID: 2741 GNHOOO41.D WG ~ 4-INCH INSULATION STANDARD DRAIN FIELD TOTAL LENGTH 42 FT TOTAL DEPTH 8 FT TOTAL ROCK DEPTH 76 INCHES EFFECTIVE ROCK DEPTH 72 INCHES TOTAL COVER $ FT. >0000~ 0 0 0 0 0 0 0 0 0 ~ ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ INSULATION NO SCALE TESTHOLE 12 FT. DEEP LEGEND: I. PRIIdARY TREATI~ENT, SEPTIC TANK 2. AERATION TANK $. CLARIFICATION TANK 4. DISCHARGE TANK .5. SOIL ABSORPTION J TOBBEN SPURKLAND P.E. j J 205 Wl$1h Ave Anchorooe Ak 99501 PERMIT // SV/OOXXX GINAMI IIlLLS LOT 4 WASTEWATER SYSTEM SCHEMATIC ROBERT PROSSER PID NO SEPTIC SYSTEI~ SCHEMATIC DATE: JUNE 22, 2000 SHEET: 3/$ GRID: 2741 GNHOOO4$.DWG 149.7 / 174.2 / 239,4' LOT 4 / PERFORMED FOR: Munl=ll:aflty of Anchorage DEPARTMENT O~: '~EALTH & HUMAN SERVICES 825 "L" Street, Am:horage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST ~.EGA,. DESCR,PT,ON: LO T' q: ~- INA~ ( 1 2. 3 4 5 6 ? 8 g 10 11 13- 14- 17- 1~- 20- I~ I LL~Township. Range. Section: SLOPE WAS GROUND WATER ENCOUNTERED? SITE PLAN ~F ',es. AT W.AT 1 71 ,o DEr, TH? 1,2, ~" 6/,~,1~,E ~D'~?'~ G,oss N.t Oeplh to Net PERCOLATION RATE ,/~) Im,nuleS~nch} PERC HOLE DIAMETER TLE. T RUN BETWEEN '~ FT AND *.~YZ.. FT DISCLAIMK~ Grn,ndwater c~nditinn~ indicated ar~ ~=nr the dates ~hown only. Past and future presence ~.nd/or depth of groundwater can not be predicted trom these ooserva[lons. ~j~, CERTIFY THAT THIS TEST WA~ PERFORMED IN 'ACCORDANCEWITHALLSTATEANDMUNICIPALGL,ICELiNESiNEFFECTONTHiSOATF. DATE: ~/~a/~ ~ PROPERTY OWNER AGRF. EMENT FOR THE ~NANCE OF AN ON-SITE WASTEWATER DISPOSAL TI,.J3 agreement, dated. 199_.. is made between the M'tmkipaliry of Anchorage Department of .qcalth and Hnman Services (DHHS) and the propen~ owner(s) of: _ LoT',q.. tgi qoD, t lkt_s w/g, This a~eement is made for the purpose of maintaln;ng an on-site wastewater disposal system on the subject property. .':' The property owners ns'et to tli. e following: Submit to the Municipaliv/of Anchorage. on an annual basis, an inspection au~ operation statement from a registered professional enghteer. This inspetfion anti operation statement shall verify that the engineer has inspected all effluent and air pumps, timers, and alarms, md that any defi¢ien¢!es have bees repaired and that the system is functioning as designed. (Signamre) (Signamte) (Printed Name) ('Primed Name) ~ .............................. li ::arize Here .................................... pe'sonally appeared bef~e ~ho is pe~soaally kno~ ~o me ~hose tdenti':r I proved on the bath/afft~atlon , a credible vltness to be the signer ~f,uth~,.2bove document, and he/she acknowledged that ~-~: ~0~ Notary ~c __ _. ~llllllllllt~%~~