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Home My WebLink AboutCONTOUR ACRES #4 BLK 2 LT 7 ,~' " M'~nicipality 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--~ .... ~ · ~ ~~ ~ PIDNumber: Name:~tAN~ J ~CH~A Wastewater System: ~New ~ Upgrade Address: I ' ~ ~O ~ ~ ~4~TT ~OA~ ABSORPTION FIELD Phone; I No. of Bedrooms: ~DeepTrench ~ Shallow Trench D Bed ~ Mound D Other I LEGAL DESCRIPTION so,,.,.~: Total Depth from original grade: Lot: Block: Subdiv~ion: Depth to pipe bottom from originafgrade: Gravel depth beneath pipe Township: ~ Range: Section: Fill added above original grade: Gravel length: WELL: ~ New D Upgrade Grav~ width: Number o~ ~ines: ~ista,ce ~etwee~ Un,s: Classification (Private, A,B,C): Total Depth: Cased To: Total absorption a~ea: Pipe material: Driller: Date Drilled: Static Water Level: Installer: Date installed: ¢~ ~'*: I Pump Set at: I Casing Height Above Ground: ~uI ~.I ~. TANK SEPARATION DISTANCES ~eptic , ~ Holding ~ S.T.E.P. To semic Absorption Lift Holding Public/Private M~t~ ~ Capacity in galtons: From Tank Field Station Tank SewerLi.es ? ::~,~ / ~ ~ ~5 Material: Number of Compartments: Surface Water ~~~ -- · LIFT STATION Lot size in gallons: ~ Manufacturer: Line ~O ~ ~ "Pump on" level at ~ "Pump off" level at: l High water alarm at: Foundation ~ I Curtain Pump Make & Model ~ E~ectrical Inspections performed by: Drain Remarks: BENCH MARK Location and Description: Inspections performed by: ~. Dates: 1st ¢~ ,~ ~' .:"~..~. Department of Health and Human Services approval *'~, '.."', , . .,,'' 72-013 (Rev. 9/91) MOA 25 HORSE CORRAL L._ ~ MANURE PILE / I JJ SKYING TIES: I AD $§ Fr ~ ~E Jz.5 / ~ 8E 2~.~ / I tOTAL LENGTH ~FC / EFFECFIFE ROCK DEPTH 6 F~ / 1250 GAL ANCH. FANK~ ~ ~ ~ ~: ~ ................ ;~.~e *. ~ ~ ~ I ~ ~ 49th ~ ~ ~ ..~m I " ~;~,,. No, c[-~es ....~ ~ , -~. .................. ~.~..-- 25 0 25 50 75 100 125 50 ~.~"~F~S~. BENCH MARe FOP FOUNDATION m~~ ASSUMED EL'EE 100,00 FT TOBBEN SPURKLAND P.E. CONTOUR ACRES ~4 BE 2 LOT 7 SEPTIC SYSTEM AS BUILT 205 W 15TH. AVENUE ARCH. AK. 99501 ALLISON ARIANS/DAN SCHWARTZ DATE: AUG, 11, 1998 (907~ 279-5916 12900 BADGER LANE SHEET; 2/5 OR/D: 2857 PERMIT ~ SV980101 PI? fl 017-381-~i CTAO2072,?~ Foundoi//on Cleon out ZTuf £ eo ZTu Stono/ord Trench 2' W~de ' 58' Lon9 NS SCALE '" ~ Cleo nou ~ Non/~om ~ I 97~ 84. e/ : 84.6 Y~SO 9oL septic Anchoroge Tonk ND SCALE TDP FDUNDA T/DM ASSUMED ELE~ T~BEN SPURKLAND P,E, O0~TOU~ ~ ~ ~ ~ ~0~ ? SEPTIC SYSTEM AS BUILT ~03 ~lS~h Ave ANIANS/SCHWANTZ DATE: AUO. I I, 1998 anchorc9e Ak 99501 P79-a9l~ SEPTIC SCHEMATIC SHEET, J/J GRZ~: ~837 PERMIT ~ S~980Y0~ PI? ~ 0~7-38~-~ CTA02073,?~6 ..,.--- STATE OF ALASKA DIVISION OF MINING & WATER MGMT WATER WELL RECORD LOCATION OF WELl BOROUGH 4 ~LIBDIVISmON LOT BLOCK SEOTION QTRS SECTION TOWNSHIP ~ANG£ M~IAN LOCATIONtSK~CH: WELL OWNER: DEPTHS M~SURED FROM~casing top ~grounO surface WELL DEPTH: . ~ DATE OF COMPL~ION :~ ~ ....... Depth of hole:~ft Material Type and Color From To F ............ ~ ~ other ...... / ¢ /~/ SIo,lMest, Size: Length:. ft f a~ ..... · ............. ~ ~f~ /~/ GRAVEL PACK TYPE: D~pth'. from ft tO ~ E ~ E I V PUMPING L~EL AND YIELD: PUMP INTAKE DEPTH: ft Horsepower: n... Municipality u..,.~ ~_ u,ot ,-.. Ano,orage ~.., _ __ WELL DISINFECTED U~~PL~ION? CONTRACTOR INFORMATION: , ~_ . ,,REMARKS: //~.:_~. ~~. ~/~/_~ <--.. ~LEASE MAIL WHITE COPY OF LOG TO' ~-~ ~.~(, ~ ~ - ~ _ .~. ,~ ~ ~ ~-~" /~ DNRtDIVIStON OF MINING ~lgnature Ot Autnorizea Hespres~ati~ Da',. - 3601 C St, Suite 8~ ............ ANCHORAGE AK Phone (9071269-8639, Fax (907)562.1384 PAGE 1 OF 1 I~3NICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES IP.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW980101 DESIGN ENGINEER:TOBBEN SPURKLAND, OWNER NAME:ARIANS/SCHWARTZ OWNER ADDRESS:901 EAST KLATT ROAD ANCHORAGE, AK 99516 DATE ISSUED: 5/08/98 EXPIRATION DATE: 5/08/99 PARCEL ID:01738121 LEGAL DESCRIPTION: CONTOUR ACRES ~4 BLK 2 LT 7 LOT SIZE: 99613 (SQ. FT.) NLTMBER OF BEDROOMS: 4 THIS PERMIT: 4 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. im. LL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 ~ THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (181m21C72) AND DRINKING WATER REGULATIONS (ISAACS0). 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 ~ 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, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 7 BLOCK 2 CONTOUR ACRES #4 Municipality of Anchorage Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 April 23, 1998 We are submitting an application for the installation of a well and 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 well and septic system are 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 16 ft. Use Standard Trench Soil Rating. From Testholes 12/4/97 15 min/in = 0.8 gal per sq.ft/day No. of Bedrooms 4 Required Area per Bedroom: 150/.8 = 187.5 sq.ft. Total area required: 187.5 x 4 = 750 sqft Testhole depth 16 feet Bottom Rock At 10 feet Top Rock At 4 feet Rock Depth 6 feet Total Trench Length 750 / 12 = 62.5 ft. SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 62.5 FT TOTAL WIDTH 2 FT TOTAL DEPTH 10 FT ROCK DEPTH 5 FT COVER 4 FT SEPTIC TANK 1250 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. PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O Municipality of Anchorage DEPARTMENT OF !-[EALTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 99502-0650 SOILS LOG ~ PERCOLATION TEST LoT' -/, (ENG_N'EER'S SEAL) DATE PERFORMED: Township. Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E SITE PLAN u Gross Net Depth to Net · Date Time Time Water Drop PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER . ,, TEST RUN BETWEEN ~o FTAND ~FT DISCLAIMFR: C~roundwater conditions indicated are for the dates Past and future presence and/or depth of groundwater can not be l~rom l:hese observal:lOnS . PERFORMED BY: r'-,~ i T~ ~' ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE', 72-008 (Rev. 4/85) shown only. predicted CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TW Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST Township, Range, Section: TOt)O- LT' DISCLAIMFR: Rrnundwater Past and future presence from these obs~.~.~t~ons. DATE PERFORMED: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E (ENGINEER'S SEAL) Deptht0WaterAIter J e~, Monitoring? .l~[.'J~ g Date Gross Net Depth to Net /~lL/... Time Time Water Drop 'Pi ~ s~, ~. 7Y~ ,~.:~z. -- ,'-~ ~ ,,,,.,.;,,, ,,s' ~/../ / '/,-/ 7 '/z_ / ~. .~ . /& ,//?_ / ~ ~ y _ z Io'1,~ /o PERCOLATION RATE '~ 5 (minutes/inch) PERC HOLE DIAMETER ~ conditions indicated are for the dates shown only. and/or depth of groundwater can not be predicted PERFORMED BY: I ACCORDANCE WITH ALL STATE AND MUNICIPAL GUID,C_LINES IN EFFECT ON THiS DATE'. 72-008 (Rev. 4/85) CERTIFY THA'r THIS TEST WAS PERFORMED IN DATE: ~ /Oi I~ ~7 LETT 6A HORSE CORRAL ®~2 7 BIDGEVIEW '~VE VACANT 50 0 50 !00 I50 800 850 300 SCALE; ~_" = lO0 FT, TOBBEN SPURKLAND P.E. 205 VII 15TH. AVENUE ANCH. AK. 99501 (907) 279-$916 IICONTOUR ACRES ~/4 BK2LOT ALL/SON ARIANS/DAN SCHWARTZ 12900 BADGER LANE SEPTIC SYSTEM DESIGN DATE: DEC. 5, 1997 SHEET: I/3 GRID: 2857 PE/~MIT # PID # CTAO£OTLD~/G HORSE CORRAL ~ ~_ WANURE PILE / , I / ~ ~"~-,vc, u I I WORK SHOP. ¢ .I TOTAL LENGTH ~'~_.~.FT .I TOTAL DEPTH t/ EFFECTIVE ROCK DEPTH i TOBBEN SPURKLAND P.E. 205 W 15TN. AVENUE ANCH. AK. 9950 ! (907) 279-J916 25 0 25 lO0 125 50 75 SCALE: ]" = 50 FL [ ALLISON ARIANS/DAN SCHWARTZ J 12900 BADGER LANE SEPTIC SYSTEId DES/ON DATE: APRIL 22, !998 SHEET; 2/3 GRID: 2857 PERMIT # SW98XXXX PI? # YY CTAO£OT£,DW6 Man~tar C{eon Out Standard Trench: 2' W/de 6£,5 ' Lan9 lO' Y]eep 6' Sewer rock 3' Cover 1£50 90~ Sep tlc tank ND SCALE GEl2 TEX TIL £ - 6 £t o£ Sept:it Rock C~eonouts / NO SCALE Exist, Orouno/ N/n Co vet ~ Tank i£50 9al, sep6'c tank TOP PECK ASSUMEP ELEV, lO0, O0 TOBBEN SPURKLAND P,E, 203 WlSth Ave AnchoPc9e Ak 99501 CONTOUR ACRES //4 BK 4 LOT 7 ARIANS/SCHWARTZ SEP TIC $CHEHA TIC SEPTIC SYSTEM DESIGN ]}ATE: AP,elL 22, 1998 SHEET, GRID, 2837 PEr, MIT # swgsxxxx P£D # YY CTAO£$73, DW5