Loading...
HomeMy WebLinkAboutSKY RANCH ESTATES #2 BLK 2 LT 18 Municipality of Anchorage Page ~ of .'7... DEPARTMENT OF HEALTH AND HtJMAN 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: ~ ~,/~ ~, 0'~ ~ PID Number: 01~ Name: (~'~A'~-~ ~'¥~[;'='[~ I ~'~-tA(LL'~-~"'~ Wastewater System: [] New (~Jpgrade Address: 1~-7/O .CH~_T LAN~b t4~-¢ ~:_~ro ABSORPTION FIELD Phone: INo. of Bedqoms: ~DeepTrench E] Shallow Trench E]Bed rqMound E]Other LEGAL DESCRIPTION so,, Rating: Total Depth from original grade: Depth to pipe bottom from original grade: Gravel depth beneath pipe Township: I R~nge: Section: Fill added above original grade: Gravel length: O- / Ft. ~,'? F~. I Number of lines: I Distsnce between lines: WELL: [] New [] Upgrade Gravelwidth: ~ Fh ~I ~ Ft. Classification (Private, A,B,C): Total Depth: Cased TO: Total absorption area: Pipe material: Driller: Date Drilled: Static Water Level: Installer: Date installed: ~. ~ ~ A ~,~--.. Yield: GPM IPump Set at: Ft, [c..,.¢,.,¢*~ov.~,ou.~:~b TANK SEPARATION DISTANCES ~ Septic ~ Holding To Septic Absorption Lift Holding 3ublic/Prlvat6 Manufacturer:~ ~a~n gallons: Material~ ~ Number of Compartments: Surface Water 'N ~NI C LIFT STATION Lot ~ Size in gallons: Manufacturer: Line ~ I ~ Foundation ~0 ~ / ~ ~ "~um. on" Iovol at: "Pump off" Iowl at: I High water alarm at: Remarks: BENCH MARK  .ocation and ~1~~ Assumed Elevation: ENGIN~ER¢S SEA~ Inspections performed by: ~% Dates: 1st~7~///Y ¢~ r,~ L ~~~' ' ~~ :' 2nd ¢~ ~' ' ~ ' Department of Hea~,~ ~,~~es approval ~, '- Reviewed and approved by: ~ ~' Y ~ ~ Date:/¢ -~2~ ~ "~ "' :' ' 72-013 (Rev 9/91 ) MOA 25 , , , ¢ ~ ..~,.,.~.~~. , k ~ I~ ; ~ ,- - - ::::<.:.:<.:'.'.'.k LOT ~5 ~ X~SWINOTIES: ~ ~ ~ X ~ ~ ~ ~ 4-3~fl~NEZlDENCE ~ AC 26 ET .mT '4 ~ ~ ~ 47.5 ~ ~ DIVESTER VALVE / / ~ ~ ~ /~ zt: ~' / / ~ Z~T 19 / / ~ / / TOBBEN SPURKLAND P.E. 203 W 15TH, AVENUE ANCH. AK. 99501 .(907'~ g79-~91~ LOT 18 B£OCK 2 SKY RANCH ESTATES 11720 Stiff'LAND HEIGHTS CIRCLE CHARLIE CARPENTER SEPTIC SYSTEM AS BUILT DATE: SEPL 27, 1996 SHEET: 2/3 GRID: 2737 CO, ~T Monilor CO Slondord Trench: 1996 2' Wide 67' Long 9' Deep 6' Sewer rock ~' Cover TRENCHES 1975 Monifor Cover CO'S 1250 SUNSET PLASTIC TANK ZD 200 DIVERTER VALVE IE SILT BARRIER 86,5 6 fl of Septic Rock NO SCALE _IE 94,5 92.7 86.5 1250 6AL SUNSET PLASTIC SFPII~ TANK BENCH MA£/C BOTTOM S/D/NO SW CORNER ASSUMED ELEV, 100,00 TO]}BEN SPURKLAND PE. a03 W15th Ave /~nchoroge Ak 99~L01 t,.277 ,~q fl I II 11720 SHETLAND MDGHTS CIRCLE' I SEPTIC SYSTEM, SCHEMATIC SEPTIC SYSTEM AS BUILT DATE, SEPL 2~ 1996 SHEET, .~/~ GR[~, 2737 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PAGE 1 OF 1 ~_/ ~d~ PERMIT PERMIT NUMBER:SW960278 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:CARPENTER CHARLES P & PAULA A OWNER ADDRESS:il710 SHETLAND HTS CIR ANCHORAGE, ALASKA 99516 DATE ISSUED: 9/04/96 EXPIRATION DATE: 9/04/97 PARCEL ID:01530242 LEGAL DESCRIPTION: SKY RANCH ESTATES #2 BLK 2 LT 18 LOT SIZE: 20399 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD 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 (iSAAC72) 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 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, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 18, BLOCK 2~ SKYRANCH ESTATE CHARLES CARPENTER 11720 SHETLAND HEIGHTS CIRCLE Muaicipality of Anchorage Departmeut of ltealth and Social Services 820 1 Street Anchorage, Alaska 99501 August 6, 1996 We are submitting all application for all upgrade of the septic system roi' this lot. The submittal consist 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 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 15 fl. Use Standard Trench Soil Rating. Fronl Testhole July 31, 1996 4 min/ia = 1.2 gal per sq.fl/day Use 0.8 gal per sq ft. No. of Bedrooms 4 Required Area per Bedroom: 150/.8 - 187.5 sq.ft.. Total area required: 4 x 187.5 = 750 sq ft. Outlet Existing Tank 4 feet below ground Ground at testhole 2 feel lower than grouud at tank Testhole depth 15 feet Bottom Rock At 9 feet Top Rock At 3 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 9 FT ROCK DEPTH 6 FT COVER 3 Fl' CHECK INTEGRITY OF EXISTING SUNSET SEPTIC TANK The installation of this septic system will not prevent wells from be installed on the adjacent lots. There are no developed or natural surface / sub surface draiuage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or conceutration of surface runoffwill not result from this installation. N 50 100 150 ZOO $£ALE; 1" : lO0 FT, 300 L[TT 16 Lief I7 ?E -- LOT £1 L. ZTT i9 LOT ~0 NOTE; SUBDIVISION IS SERVED BY COW~tUNITY tVATER SYSTEM EXISTINC IMPROVEMENTS TOBBEN SPURKLAND P.E. 203 W 15TH, AVENUE ANCH, AK. 99501 J907'~ 279-3916 [ LOT 18 BLOCK 2 SI~ RANCII ESTATES 11720 SliETLAND HEIGH[S CIRCLE CHARLIE CARPENTER SEPTIC SYSTEM DESIGN DATE: AUG, 6, 1996 SHEET: I/$ GRID: 2757 PI?OPO eED IMPi?O VEMENT TOBBEN SPURKLAND P.E. 205 W 15TH. AVENUE ANCH, AK, 99501 LOT 18 BLOCK 2 SIC~ RANCH i~STATES 11720 SHEI'LAND HEIGHI'S CIRCLE CHARLIE CANPEfl?E£ SEPTIC SYSTEM DESIGN DATE: AUG. 6, 1996 SHEET: 2/3' GRID: 2737 EXISTING DRA1NFIEZBS EULL RUN DIVERTER VALVE CO TO TANK EXISTING 1850 SUNSET PLASTIC TANK CHECK INTEGRITY UPGRADE [REMCH STandard Trench: 2' Wide 62.5' Long 9' Deep 6' Sewer rock 5' Cover 14onifor 0 CO Monitor Cover BULL RUN DIVERTER VALVE Exi5L 5r'ound Mirofi 140 6 fl of Septic Rock -- ? NO SCALE £'XISTING 1250 6AL SUNSET PLASTIC SFPTIC TANK BENCH NAf21C ASSUME/) EI_E~A I0000 TI]gBEN SPU~KLAND P.E. ?_03 \,/15%h ave J anchor-c~ge ^~< 9950l [?77-~?lfl LO2' 18, BLOCI( 2 $IfYRANCH ESTATE 11720 SHE[LAND HEIGHTS CIRCLE PROPOSED SEPtiC SYSTEM, SCHEMAtiC SEPTIC SYS[EM DESIGN DATE: AUG, 6, 1996 SHEET, ,~'/.~ GRID, 2737 Municipality of Anchorage DEPARTMENT OF HEAL-TH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR:. ~EGAL DESDmPT~ON:, , (,E~GIN EER'~ ~SE~L} ~ k~ ~.~t.~ Township, Range, ~.uction: ~:' ~L~;~' (~ SLOPE SITE PLAN 1 2 3 4 5 6- 7- 8 10 11 1'2 13 14 16 u-.-t OF 16 17 18 19 COMMENTS WAS GROUND WATER ENCDUNTEREO~ ~ 0 IF YES, AT WHAT DEPTH? Reading Date Gross Not Depth to Net }= J t,/~ Time Time Water Drop , q° I ~; o ~ IO ~ Vg ~ ~/~ PERCOLATION RATE . '~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~:~ FTAND . ~//*~FT ? PERFORMED BY: , , .,___ I ~''~ - CERTIFY THAT THIS TEST WAS PERFORMED IN ,. ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) GRE · 'ER ANCHORAGE AREA BOF "UGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION MAILING ADDRESS /~/2~g. /y ~ //',-?. ¢:' PHONE_ LEGAL DESCR IPTIO%~*'/ SEPTIC TANK: DISTANCE , FROM W E g L '~,~/~ ¢///~ INSIDE LENGTH MANUFACTURER ./,/.~ ] J MATERIAL, COMPARTMENTS / _INSIDE WIDTH __LIQUID DEPTH LIQUID CAPACITY f,,~-~ - GALLONS. SEEPAGE PIT: NUMBER OF PITS --. LINING MATERIAL BUILDING FOUNDATION ADDITIONAL ABSORPTION CRIB SIZE: DIAMETER ~EPTH -- DISTANCE FROM: WELL .~..il . TOTAL EFFECTIVE ... NEAREST LOT LINE ,--~ '?'-. ABSORPTION AREA (WALL AREA) ,/),~ SQ. FT. WELL: TYPE BUILDING FOUNDATION CESSPOOL APPROVED CONSTRUCTION DEPTH DISTANCE FROM: NEAREST NEAREST SEPTIC SEEPAGE LOT LINE SEWER LINE TANK SYSTEM OTHER SOURCES DISAPPROVED REMARKS DISTANCES; INSTAL_LED BY: _ , /~' /~ PIPE MATERIAL: ~,.~ LOT SLOPE: RFMARKS: Form NO, EQ-031 DIAGRAM OF SYSTEM GRE;ATER ANCHORAGE": AREA BOROUGH. ~~.~ _ DEPARTMENT OF' ENVIRONMENTAL QUALITY SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT/~'-~ ~"~ MINIMUM DISTANCES, REQUIREMENTE FOUNDATION TO SEEPAGE PIT ~ DRAIN FIELD SEPT[C: TANK TO SEEPAGE PIT WALL ~ SEPTIC TANK SEEPAGE PIT , DRAIN FIELD TO NEAREST LOT LINE. WATER MAIN TO SEPTIC TANK L0 SEEPAGE PIT (0 GRAVEL BACKFILL ~ [ CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO, 28.6~3 AND THAT THE AE~OVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAiD CODE. :CONSU LTAN'DS~ INC. September 9, 1975 R & M No. 562113 Baltid Builders Po Os Box 4~1136 Anchorage, Alaska RE: Test Hole and Soil Log report for Sanitary System Lot 18, Block 2~ Sky Ranch Estates No. 2 Dear Mr. Baltic: We are submitting herewith the test boring results and our co:resents regard lng soil cond{tiens encountered at the subject site. This investigation was performed in accordance with your rcqaest of September 5, 1975, and those procedures outlkined in a letter (~ated July 15, 1.975, by Mrs Roll Strickland of th~,~ Greater Anchorage Area Borough Department of En'vlronmen~al Qaa%ity ~ A sing~.e ~test: hole was put down within the Lot 18 area for the purpose of defining general subsurface soil conditions for the proposed sanitary sys-- tern, Excavation was accomplished with an auger type drilling rlg and the test hole was extended to a total depth of 20.0 feet below ground surface° The final 10g prepared for the test hole has been included in Drawing A-~Olo Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should yon have any questions with regard to the above, please do not hesitate to contg, ct c:s, Very truly yours, R & M CONSULTANTS, INCo Jame~ W. Rooney Vice President JWRf~D/Ja xc: GAAB ORGANi(;,~ SILT 'J,'.RACI~ SAND (;,IUIV!']Bf2,.' f3AND TRACE SILT (,~!) -0o0' -'1.0' 2.0' SAND w/SOME GRAVEL S(l ,~ ,f t/l)edroom) -[%0' ST_LTY SANDS w/2NACE GRAVEL (S~O WALLR ..ABL ...... 20.0~ T.D. - eul: hu .t~. 1;o: :[I.fl~ Ji],oek.'2~ l;ky Rmmh 1,;nj:arch No. 2 id .' BALT]C BUILDERS Log of Test Hole Anchorage~ Alaska -~ DAT~'REC INSPECTION APPOINTMENTS TIME TIME TIME - DATE DATE DATE INSPECTOR INSPECTOR INSPECTOI~ MUNICIPALITY OF ANCHORAGE MUNICIPALI~ OF ANCHORAGE .... E-T,-~EPT. OF HEARTH &  DEPARTMENT OF HEALTH & ENVIRONMENTAL ~mu/ ~N~ONMENTAL P~OTECTION 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL SANITATION DIVISION ~,,~,~y ~ 1981 Telephone 264.4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SE~,~I~ DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. ~AI LING ADDRESS ~OPERTY RESID~'( f different from a~o~) ' ~ PHONE ~ BUYER~ ~~ PHONE MAI LI~ ADDRESS ~ ' ~ LENDING INSTITUTION PHONE ADDRESS ' ~ R~ALT~/~G~NT PHONE LEGAL DESCRIPTION -~R E~T 'LOCATI ON TY~E OF RESIDENCE ~ SINGLE FAMILY [] MULTIPLE FAMILY 7, WATER SUPPLY [] INDIVIDUAL* '~ COMMUNITY [] PUBLIC UTILITY -'- NUMBEROF~BEDROOMS [] One e~ Four [] Two [] Five ~[ Three ~] Six E~ Other * ATTACH WELL LOG. A wel lO§ is required for a wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach og if'available.) S, SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE** /~/~,~' YEAR ON-SITE SYSTEM WAS INSTALLED. [] PUBLIC UTI LITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED, THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE [] SINGLE FAMILY [] MULTIPLE FAMILY 2. WATER SUPPLY [] INDIVIDUAL [] COMMUNITY [] PUBLIC UTILITY Connection Verified 3. SEWAGE DISPOSAL SYSTEM E31NDIVIDUAL/ON -SITE E3PUBLIC UTI LITY Connection Verified [~]Septic Tank or [~] Holding Tank Size: ( ~'-~ If Tank is homemade give dimensions: TYPE OF TANK TOTAL ABSORPTION AREA 4. DISTANCES WELL TO: NUMBER OF BEDROOMS [] ONE [] THREE [] FIVE [] TWO [] FOUR [] SiX PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOl LS RATING MANUFACTURER MATERIAL Septic/Holding Tank Absorption Area Sewer Line [] OTHER Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS DATE .4 [~-~'PPRoV ED FOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate} [] DISAPPROVED 72-010 (Rev. 6/79) ALASKA e[1UlROnme[1TAL CONTROL SeRUlCe$, Inc. ~ngineerin~ & ~nuironm~ntal $1udies MUNiCiPAi._[Ty OF AN~r~ORAG~ D[PT. OF H~A~H & [NV~RONMENTA~ p~O [~CT~ON 1981 RECEIVED MAY 13 1981 ALASKA STATEBANK/JANET OR DONNA 310 E NORTHERN LIGHq?S ANCHORAGE AK 99503 SELLER - CHARLES ROBERGE SUBDIVISION-SKY RANCH ESTATES BLOCK-2 LOT-18 THE TYPE OF ABSORPTION SYSTEM IS A DRAINFIELD WITH AN AREA OF 730 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY. THE SOILS RATING OF THE SYSTEM AT CONSTRUCTION WAS ].75 AND NOW IS 183 SQFT/ BEDROOM. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 4 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 5-13-81 ~220 LUes1251}~ Aucnu¢ · Anchere§¢, Alaska 99503 · (907) 276-1361