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HomeMy WebLinkAboutWOOD CLIFF LT 3Wood Cliff Lot 3 #011-271-17 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: -~3~"Vv/c~/~D'C) ~/~ PID Number: Oil- ~7/- I 7 N,~: ~L ~N~ Wastewater System: ~New O Upgrade ~'~: ~.~, '~ Iq O~ ABSORPTION FIELD Total Depth from original grade: Township: ~ Range: I Section: Fill added above original grade: Gravel length: I WELL: ~ New D Upgrade Grave~width: ~ Ft. JI '~ Ft. Cis~ification (Private, A,B,C): Total Depth: Cased TO: Total absorption area: Pipe material: Date Drilte : Static Water Level: ,nsta,¢~ , * Date instaged: Yield: Pump Set ~ Casing Height Above Ground SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P. To Septic Abso~tion Lift Ho~ding Public/PrivateManufacturer: CapaciWin gallons: Material: Number of Compa~ments: w=t~ ~/, ~/o LIFT STATION Lot ~ Size in oallon~: ~ Manufacturer: Line Foundation Cu~ainDrain ~lo ~'}o ~/0 .-- -- PumpMake&Model IElectrlcailnspectionspefformedby:. Remarks: BENCH MARK Inspections performed by: Dates: 1st Depa~ment of Healt~ and ~u~an ~ices approval ~ . c,:.::,~ . . Reviewed and 72-013 (Rev. 9/91) MOA 25 85 0 85 / I / I I I £C~LE; !' = 50 FT, ~ + Wel~ I / / / / / / / / I I \ I \ \ \ I \ I I I ~ ~-bll \ 'x \ 'x I 49Lh / / / / // SWING TIES: TOBBEN SPURKLAND P.E, 205 ~/ 15TH, AVENUE ANCN. AK. 99501 (907) 279-5916 . WOODKARLLOTCLIFFHANN; ~ S/D Jl SEPTIC SYSTEM AS BUILT DATE: SEPT. 20, 1999 SHEET: 2/5 OR/D: 2J22 PEA~MIT # S~/980073 PIP # 011-~71-17 ~/CL OOOS2,D~/G Wide 7~' Lon9 ~eep 8,~' Sewer roc/~ Cover C[eonout$ 8,0 Pt o£ Septic Rock Effective SCALE 2000 9oL septic i, onk 3ENCH MARK. GARAGE FLOOR ASSU,~ED ELEK 100.00 FT TQ~BEN SPURKLAND P,E. 203 ~dlSth Ave Anchoroge Ak 99501 · OOD CLIFF $/D LOT 5 KARL HANNI SEPTIC SYSTEM Ag BUILTS DATE~ SEP[. 20, SHEET, GRID: PERMIT// SW980075 PARCEL ID Ol 1-271-17 WCLOOOSZ. DWG M-W DRILLING, Inc. P,O, BO% 110378 J 10330 Old Seward Highway (907) 349-6535 ANCHORAGE, ALASKA 99511 PERMIT #SW980073 Well O~ner ,. K_~L HANNI DRILUNG LOG _ __ Useo!Well DOM Location (ad~e~of: Township, lq~nge, Section, ffknown;ordbtanm ma~ road = 3. WOODCLZFF S/D _~NCHORAGE, AK r~pth of Ho], :-224 ._ .feet Static water C~ed to 218 .. 06 feet FinCh of well (check one) open end ( xx (minute) for ~__5 ,,hotlzz with .... 1~1 _. WILL LC)(} penetrated, size O! material, CO~;~i'Fi~ EI~IFIID · ,~v 4, lClqq Mu_nlelaalltv ot AnCl~Oragl Oept. Helt~h & Human ~erv~c~ Depth m feet from ~'ound ~ur~ace o .... TO. 3.5 3.5 .TO 11 11 TO- 35 35 TO~40 40 TO__.63 63 TO 92 92 .TO 156 1 56 TO 211 211 TO ?,2_1__ 2 21 .TO ,. ' 4__... CLAY TO. TO-- ); ft. I -- CUSTOMER MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES On-Site Services Transmittal Sheet LEGAL: The attached paperwork has been reviewed and is being returned for the following reason(s): Disgrepancy in legal description and/or owner name. Discrepancy in number of bedrooms. Signature and/or stamp missing on · Show measured distances to sewers/wells, curtain drains and streams within 200 feet of proposed system. __ Replacement disposal site not shown and/or tested. Calculation error in design. Show locations of all soils, percolation or water table tests. Proposed system too deep for soil test submitted. Topographic information missing or inadequate. Narrative missing or inadequate. ,, Additional soil/perc test needed. Sand filter requirements not satisfied. Water monitoring results missing or inadequate because Incomplete; missing. Well log required. Water sample unacceptable because Obbet Please supply the necessary information and re-submit your request. Your cooperation is appreciated. Reviewer PA&/ LEA VE THIS FORM ATTACHED TO PAPERWORK /203-rev. 4/93 ~P~OSl~b 7'0 V~R~t., 7'W~,,,,Ct~f ~,e,,orT~ - 6tf~V~L lP~PT'~- P/r~ MunlciFality ol Anchorage DEPARTMENT OF '~EALTH & HUMAN SERVICES 825 %" Street, Am:borage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 6 7 8 9 10 12 13 14 16 17 18 lg- 20- Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER IF AT WHAT Oeplh Io Water Aller j Moniloring? ~ Oa,e: Gross Net Depth to Net Peading Date ~'~.D--v ~' Time Time Water Drop o I o PERCOLATION RATE I, J~- (minules/mch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND ~ FT DISCLAIMFR: grnundwater conditions indicated are for the dates shown only. Past and future presence and/or depth of groundwater can not be predicted trom these obst~.~vatlons. PERFORMED BY: __ I '~- ~ CERTIFY THATT~iT IS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUI[ELINESINEFFECTONTHISDATE. DATE: 72-008 (Rev. 4/85) Munlci[,allty o! Anchorage DEPARTMENT OF ~EALTH & HUMAN SERVICES 825 "L" Street, A~mhorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: '~-, ~ T' :~ 5 6 7 8 9 10 I1 12 13 14 15 16 17 18 19 20 Township, Range, Section: DISCLAIMFR: Past and SLOPE WAS GROUND WATER ENCOUNTERED? S Oeplh lo Waler Afler Monilodflg? Dale: SITE PLAN Peading Date Gross Net Depth to Net ~ ~Z-~" ~,,rp Time Time Water Drop ,,( PERCOLATION RATE ~/- ~ (minutes/inch) PERC HOLE DIAMETER ~0 TEST RUN BETWEEN L~ FT AND '7 FT Grnundwater conditions indicated are for the dates future presence and/or depth of groundwater can not be shown only. predicted from these oDservq~ns. PE.FORMED ~V: ~ ,'- ACCORDANCE WITH ALL STATE AND MUNICIPAL GUI[ELINESINEFFECTONTHISDATE. DATE: 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN NOTE: Alofdlcatlon muat tm filled out coml~etety MUNICIPALITY OF ANCHORAGE Department of Health & Human Servicea On-Site Sewer/Well Permit Application (~ I I -- e~- -7 1 I "~ SINGLE FAMILY DWELLING Pamel Identtftcatlon Number Property Owner Name Mailing Address Legal Description Day Phone Zip Code Subd~tia~on Lot Size Acres/Sq. Ft. Number of Bedrooms /~ '~ Inspections will be conducted by: ,,~pproved Engineering Firm [] Municipality (permit fee included) Does your house contain any of the following: [] Hot Tub [] Swimming Pool [] Therapy Pool [] Jacuzzi [] Water Softener Unit This application is for: '~Sewer Only [] Sewer and Well [] Sewer Upgrade [] Well Only [] Water Storage I certify that the above information is correct. I further certify that .'--r--- this application is being made for a Single Family Dwelling and in accordance with applicable Municipal Codes. Pon'nit Waiver Fees: Receipt il Waiver 72-o12 (Rev. 4/98)' PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW980073 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:HANNI KARL D 30% & FAULK DAVID OWNER ADDRESS:P.O. BOX 190228 ANCHORAGE, ALASKA 99519-0228 DATE ISSUED: 4/23/98 EXPIRATION DATE: 4/23/99 PARCEL ID:01127117 LEGAL DESCRIPTION: WOOD CLIFF LT 3 LOT SIZE: 133159 (SQ. FT.) NUMBER OF BEDROOMS: 6 THIS PERMIT: THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM 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 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: 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALA$~ 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN WOOD CLIFF S/D LOTS 1,2,3,4, and 5 Municipality of Anchorage Department of Health and Social ~¢rvices 820 I Street Anchorage, Alaska 99501 April 2, 1998 We are submitting an applications for the installation ofwelh and septic systems for the five lots of this subdivision. Originals of the soil investigation performed by DHI Consulting Engineers are on file xvith the DHSS. Two additional soil logs are attached to this application. These two testholes are identified with the initials TS. Groundwater was not observed in any of the testholes. The soil is fairly uniform throughout the subdivision, consisting of a fine sand, silty sand, overlaying clean sand and gravel. The percolation rate of the fine sand was found to be less than 5 minutes per inch in several of the testholes. However a percolation rate of 6-15 was used for design at all the lots. This approach resulted in the a trench length of 75 feet for lot 3, leaving a portion of the proposed trench outside of the 30 foot radius around the testhole. If the observed perc rate was used the length oft?e trench would be 50 feet, placing the whole trench within the 30-foot circle. To facilitate review I have shown all the proposed septic systems and the proposed well locations on a sheet 1. For Lots 2,3,and 4, an alternative well location is shown. The specific design assumptions are listed for each lot. The proposed well and seotic improvements will not impact the adjacent properties or change the surface/subsurface drainage of the lots. kOT 1 +I SEPTIC [O£BEM SPURKL4HD P.£. II 205 W 15TH. AVEWUE ANCH. AK. 99501 (907) 279-39i6 · OODCLIFFS/D IISEPT/CSYSTEk4DES/$N D,4TE: ~XARCH 50, ~998 SHEET: 1/5 GRID: 2322 PERMIT P[D # WEEDCL IF, D W~ ToSPDPdOhAN 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 3 WOOD CLIFF S/D KARL HANNI No Ground Water or Impervious Layer to 17 ft. Use Standard Trench Soil Rating. 1.2 g.p.d./sqft Use 0.8 g.p.d./sq ft No. of Bedrooms 6 Required Area per Bedroom: 150/0.8 = 187.5 sq.ft. Total area required: 1125 sqf~ Testhole depth 17 feet Bottom Rock At 1 t feet Top Rock At 3 feet Rock Depth 8 feet Total Trench Length 1125/16 = 70.3 fc Use 75 ft SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 75 FT TOTAL WIDTH 2 FT TOTAL DEPTH 11 FT ROCK DEPTH 8 FT COVER 3 FT SEPTIC TANK 2000 GAL. The installation of this septic system will not prevent wells from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. 25 50 7S SCAL~' i" = ~I 85 0 I+ CE-Z- TOBBEN SPURKLAND ~£ 205 W 15TN. AVENUE ANCH. Ak 99501 279-5916 # SW98XXXX PID# YY ~fOOD C£IFF LOT 5 KA£L HANtVI SEPtiC SYSTEW DESIGN DATE: WARCH 30, 1998 SHEE~ 2/5 SRm: 2522 WCLOOO32,DV$ REPLACEI~ENT TRENCH Trenches: 7S' Long 80' Sever rock Cover PRII, XARY TRENCH SCALE £1eon Z]uts 2000 9al Sep~c tank Non/tom' E(monouts 3' Cover 8,0 Pt o£ Septic /~ock Effective SCALE BO00 go(, sep~c tonk £ENCH A~UWED ~EK 100.00 TSSSEN SPURKLaN~ P.E, WOOD CLIFF 203 Wl5th Ave LOT 3 Anchorcge Ak 99501 ~ARL PERWIT ~ SW98XXXX PARCEL ID YY SEPTIC SYSTEM DESTGN DATE: /v/ARCH 30, 1998 SHEET: GRID: WCLOOO~S. DWG 12.'15.'97 09:11 VAX OEPARIMENT (Jr' I IEALTH & HUMAN SERVICES 825 "L" Sheel. ^n¢l~orage, Al~ka 9g-~32-0650 SOILS LOG -- PERCOLATION TEST Towri~hip. Range, Secllon: SLOPE Lv,' ': . ,~lOtJNO ,o : 11 12 13 14 15 .c,. H 16 17 lg 20 I~ ,v" ^TWHAT · COMMF. FITS _. T-F ~0 Time I'! I:~ r,~ Al'ION ~AT~ ~' Im,n ~ ~$/'nCh) PER(; I~r.)LE Dl^k*F~ FF! '[~-' ~u~NBEIWliEN _H'~ I:~ AND ~_'0 _FT 'I' Ina,, CERTIFY 71~AT TI-I~$ Ir. St WA.", PERFORMF_O IN