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Home My WebLink AboutBLUEBELL LT 2Blucb II Lot 2 #020 101-23 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: ,.~/OOO ~--,~-'~ PIDNumber: ~0 - ~1 ~ N,m*. ~H ~/~*.t'~ll Wastewater System: ~ew D Upgrade ~"": ~l ~',~-~ ~;~ ABSORPTION FIELD P~one: ~ ~No. of~m~: ~OeepTmnch ~ShallowT~ench DBed ~'Mound ~Other LEGAL DESCRIPTION so...~a: qp~q ~t. WELL: ~New D Upgrade ~a~et~ath: ~ r~ .um~S.,.,: ~' I ~ ~,. TANK SEPARATION DISTANCES ~s,p~ic ~ Holding m S.T.E.P. Sudace w,,~, ~]o ~l o ~11o LIFT STATION Lot Oeain Remarks: BENCH MARK ~;... Inspections performed by: ~ ~' Dates: 1st ~/Z]~ ~ %.~,a,,.~:t , ~.,. ~ t .~ = Department of Health and Human Se~ices approval ~,~.,%q...., ~ .-:..'.,. c~=~ ..."~ ~,-.~.;. ~ ,,;, · ....... '..,~ EIOC~OLE STANOA£D O£AINFI£LD ~'OTALLENOliT TOTAL O£pTbl EFFECTIVE ROCK 4 pI' COVER $ ~ · 49th / IOOBEY SPURKLAND P.E. 205 W 15TH. AVENUE ANCN. AK. 99501 (907) ~79-J9~ PERMIT # $W00£34 :N SPURKLAND NO, C£-2225 I [ i /7 AC #p ED $4 45 50 II 50 F~. LOT2 BLUEBELL S/fl SCOTT CO£DSIdlTH PID # flPO-IOl-£3 SEP[IC SYSTEW AS BUILT DATE: SEPT 25. 2000 SHEET: 2/3 GRID: 3338 ~LUflOf122.D~6 4-INCH INSULATION STANDARD DRAIN FIELD t-t~4 evc w/rn ~/~' I~oL£s ~ TOTAL LENGTH $$ FT TOTAL DEPTH 6 FT TOTAL ROCK DEPTH $2 INCHES EFFECTIVE ROCK DEPTH 48 INCHES TOTAL COVER :7 Fl'. · ].~ ,* ) 0 0 0 0 0 0 0 ~ ~ . w . 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ TESTHOLE BIOCYCLE 6000 ~ INSULATION 12 F~ DEEP LEGEND: I. PRIMARY TREATMENT. SEPTIC TANK 2. AERATION TANK 3. CLARIFICATION TANK 4. DISCHARGE TANK 5. SOIL ABSORPTION BENCH MARK TOP FOUNDA~ON ASSUMED ELWEK IO0.0OFT I I OB£EN SPURKLAND P.E. I J 203 WlSth Ave Anchoraoe Ak 99501 PERMIT I SV/00234 zzv z iz s/o i, or 2 WASIE~AI££ SYSTE~t SCHE~tATIC SCOTT GOLDSMITH PID NO 020-101-23 SEP,C SYSTEM SCHEMA~C J DATE: SEPL 26, 2000 SHEE~ 3/$ GRID:3538 BLUOOO23.DWC PERFORMED FOR: Munlcll~allty o! Anchorage OEPARTMENT OF -tEALTH & HUMAN SERVICES 825 "L" Street, Almhorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: t0 11 12 13 16 17 18 19 20 Past and future presence t~om [~ese WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH~ Township, Range, Section: SLOPE SITE PLAN S I' Monilorina? PERCOLATION RATE ~ (m,nule~'mch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND '~2Z.. FT cnnd]t~nns tndlcat~d atp for the dates show~l Only. and/or depth of groundwater can not be predicted onset. ~,ons. PERFORMED BY: · CERTIFY THAT THIJ~ TEST WAS PERFORMED IN ACCORDANC~ WITH ALL STATE AND MUNICIPAL GUt[ E~INES IN EFFECT ON THIS DATE. DATE: ~ ~/~ 72~8 (Rev. 4/85l Department of Health and Human Services 825 'L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 I~Jck Mystrom http:lNnvw, cl.a ncho~age.a k.us Mayor Permit Number: #SW 000234 Date of Issue: .6-14-00 Date Started: 8-27-00 Date Completed: 6-28-00 Legal Description: Bluebell Lt 2 Property Owner Name & Address: Scott Goldsmith 5331 Sillary Circle Anchorage, Ak 99508 Parcel Identification Number: 020-101-23 Is well located at approved permit location? [] Yes [] No Borehole Data: Depth (ft) Soil Type, Thickness & Water Stxata From To stick-up 0 2 Gravelly silt 2 11 bedrock 11 167 RECEIVED SEP 12 2000 Municipality of Anchorage Dept. Health & Human Services Method of Drilling [] air rotary [] cable tool Casing type: steel Wall Thickness: ,025 inches Diameter: 6 inches Depth: 20 feet Liner Type: Diameter: __ inches Depth: Casing stickup above ground: _2 feet feet Static water level (from ground level): 10 feet Pumping level: 167 feet after _.2 hours pumping/0 gpm Recovery Rate:/0 gpm Method of Testing: airlift Well Intake Opening Type: [] Open End [] Open Hole [] Screened Start ~ feet Stopped [] Perforations Start ~ feet Stopped feet Grout Type: Bentonite # 8 Volume: I bg Depth: Start 0 feet Stopped 4- feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? [] Yes O No Method of Disinfection: CIodne Tablets Comments: Well Driller: Alpine Ddlling & Enterprfses P 0 Box 110496 Anchorage AK 99511 II 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 Sen/ices On-Site Sen/ices Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jul 14, 2000 Expiration Date: Jul 14, 2001 Permit Number: SW000234 Legal Description: BLUEBELL LT 2 Design Engineer: 0007 Tobben Spurkland, PE Owner Name: Scott Goldsmith Owner Address: 5331 Sillary Cir. Anchorage, AK 99508- Parcel ID: 020-101-23 Site Address: 006035 BLUEBELL DR Lot Size: 53689 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 Ail 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: Issued By: 20.3 W 15th. Avenue, Suite 203 ANCIIORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN I,OT 2 BLUEBELL S/D SCOTT GOLDSMITII Municipality of Anchorage Department of !leahh and Social Services 820 1 Street Anchorage, Alaska 99501 June 22, 2000 We are submitting an application for the installation of a well and septic system for this lot. The submittal consists of three (3) draxvings showing the existing improvements on the lot and the adjoining properties. {sheet 1/3), the proposed improvements, of which only the well and septic system is subject to this application. {sheet 2/3), and a schematic of the septic system, (sheet 3/3). Soil logs and percolation tests ofapplicable testholes are also enclosed. The septic system design is based on the follox~ lng: Due to the presence of shallow bedrock in some of the testhole and the desire to minimize thc footprint ofthe septic system, a BioCyele is proposed. The original soil and percolation reports arc on file with the I lealth Department. Anderson Engineering, Susan Oswald. Bedrock @ 12 I'I. Usc IlioCyelc with Standard Trench Soil Rating. From Teslhole 01115199 Testhole #2 9 rain in = 1.6 gal persq. Wday NO. of II¢dl'oOllls Required Area per Bedroom: 150/1.6 ~ 93.75 sq.~. Total area required: 93.73 x 3 ~ 282 sq~ Bedrock at 12 Bottom Rock At 6 K'cI ~. 7 Top Rock At2 t~et Rock Depth 4 l~el Total french l.ength 282/8 = 35 SYSTEM CON FIGUI',ATION BIOCYCLE STANI)ARI) TRENCII TOTAl. LENGTII 35 FT TOTAl. WIDTII ~ FT TOTAl. DEPIII 6 FT ROCK I)EPI'II 4 FT COVER 3 FT The installation of thi'~ septic s> stem ~ ill not prevent wells and septic systems to be installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic s5 slcm will not change the general slope of the area. Ponding and/or concentration of surface runoffwill not result from this installation. UNDEVELOPED N TRACT A UNDEVELO ED UNDEVELOPED .50 100 I$0 EO0 SCALE, 1' = lO0 FT. ® #5 LOT 1 I I ® #$ I I ~t14 I I I LOt 24 ,Z'$O $00 JIOBBEN SPURKLAND hE. 203 W ISTH. AVENUE ANCH. A~ 99501 PERMIT # SWOOXXX IJ LOT2 BLUI:;B~.'LL S/D SCOTT COlDSIdlrH PlO # Y Y SEPTIC SYSTEId DESIGN DATE: JUNE 20. 2000 SHEET: I/3 GRID: 3338 £L UOOO21.D · 49i:h / IOBflEN SPURKLAND P.E. 203 P~ ISTH. AVENUE ANCH. AK. 99501 (~07) 2~-~'~ PERMIT # SWOOXXX ~PURKLAND NO. C£-2225 I 'LJ [ \ LOT Z BLUEBELL $/D SCOTT GOtDS~ITH P1D # Y Y SEPTIC SYSTEM DESIGN DATE: JUNE 20. 2000 SHEET: 2/3 GRID: 3558 £L UOOO£B. DWG .,~ AIRCOWPI~E$$09 : . - ,4~£ L;N£$ · " ' : . . ~ ;Iii I L BIOCYCLE 6000 STANDARD DRAIN FIELD I-1/4 PVC ~STH I/8' I~OZEB AT TOTAL LENGTH 35 FT TOTAL DEPTH 6 FT TOTAL ROCK DEPTH 52 INCHES EFFECTIVE ROCK DEPTH 48 INCHES TOTAL COVER 3 FI'. )0000~ .0-0-0-0-0-0-~-.~ ~LT~£RIER ~ 0 0 0 0 0 0 0 0 0 0 ~ ~ 0 0 0 0 0 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 BEDROCK LEGEND: I. PRII,,tARY TREATMENT, SEPTIC TANK 2. AERATION TANK 3. CLARIFICATION TANK 4. DISCHARGE TANK 5. SOIL ABSORPTION LIOBBEN 5PURKLAND P.E. I J 203 Wl5th Ave Anchorooe Ak 99501 ?7P,-,P, ~,~ PERMIT // SWOOXXX I]LUEBELL S/D LOT £ WASTEWATER SYSTEM SCHEMATIC SCOTT GOLDSMITH PID NO SEPTIC SYSTEbl SCHEI~ATIC DATE: JUNE 22, 2000 SHEET: $/$ GRID: 3338 BL U00023. O WG 1 2 4. ~o' 17' 20. ~ 0'1~. Bergg=e~ [,or 2. Bluebell SubEivL~ion SLOP.· [LOT. '2 I ;. I ..