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HomeMy WebLinkAboutKENO HILLS #4 BLK 6 LT 8 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: ~'O/.../q~:~¢'O ,~"7 PID Number: O~L~ ~171- ~ Name: ~%ID~¢, ~A~ 5 ~, ~~ WastewaterSystem: ~ew DUpgrade Address: 1~7~ ~.¢d~O ~'~ ABSORPTION FIELD Phone: ~o. of 8~eoms: ~eep Trench [-] Shallow Trench ~ Bed g Mound ~ Other LEGAL DESCRIPTION .¢ ~ s°ilRating: ],~ GPD/Sq. Fl. TolalDepth fromori~grado: Lot: ~ BIock:~ ~Subdivisi°n:[~~L~ Deplh to pipe boltom Irom origin~rade:~/ Fl. Gravel deplh beneath pip~ Ft. Township: Range: Section: Fill added above original grade: Gravel length: Number el lines: Distance belween lines: WELL: ~ew D Upgrade Gravel widlh: ~ Ft. ~ ' Ft. Classification (Private, A,B,C): Total Deplh: Cased To: Total absorption area: Pipe material: ~ PaleOrille. d: Slalic~aler Level: Installer: _ Date installed: PumpSetal: ~ [CasingHeig I bo eGro Yield: g .,./ 3 Ft., .. TANK SEPARATION DISTANCES ~eplic D Holding ~ S.T.E.P. TO Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: ~; Material: Number of Compartments: w~, /o~~ /~0~ ~ ~ /~ ~ Surface Water ._ ~ /A LIFT STATION Lot Size in gallons: Manufacturer: ~ I ,~.~ "Pump on" level al: "Pump off" level at: High water alarm at: Foundation Curtain ~ ~/~ ~ . ~ Pump Make & Model Eleclrical Inspeclions performed by: Drain Remarks: I~l~ ~ ~¢¢. BENCH MARK ~ Location and Description:  Assure*0 [levation: [~ ~ ~, ENGI~E~cS~A L Inspections performed by: ~ ~ Dates: 1st I ~- ..~ ·-~ :~;.~: Department of Heal::h and ,ervices approval ?~.,:¥, ,, Reviewed and approved by ~ { ~% Date: ~ ~ ' :~;'-.~-" , - ~..., .,: :: '. : 72-013 (Rev. 9/91) MOA 25 T. SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 James Williams Municipality of Anchorage Division of Environmental Health Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 December 18, 1995 Subject: Inspection Report for Well and Septic System Lot 8, Block 6 Keno Hills PID 020-171-26 Gentlemen; Re "Pink Sheet". Soil was consistent throughout the length of the trench. Ground elevation over septic tank has been clarified Owner has provided you with letter requesting permission to install system Swingties have been corrected Absorption trench was installed at the location shown on permit application. The orientation of the trench is different than shown on permit drawing. The major portion of the trench is within the required 30 feet radius from the testhole. Yours RECEIVED DEG 1~ 1 19'35 Municipality oI Anchorage Dept. Health & Human Services N TOBBEN SPURKLAND P.E. II 205 W 15TH, AVENUE II ANCHo AK. 99501 (907') 279-3916 I B I SWING f/ES: E I AC 18. FT £C 28.5 I AD 56 I BO 53 AE 6~ I BE 59 £5 50 75 lO0 lc~5 lSfl ££ALD 1~ = 50 FT. DEC 2 1 19~ D LOT g, BLOCK 6 KENO HILLS 17700 ASHLAND DRIVE I/ARK AND JANE)' SNYDER Mumc~pai~iy ol Ai~chorage I I SEPTIC SYSTEM AS BUILT DATE: NOK 29, 1995 SHEET: 2/3 GRID: 3438 Anchorage Ton,~ L~' Wide 58' L on9 9' Beep 5' Sewer rocl~ 3.5' Cover INKEZ. 95.2 Nil'aFl 140 NO WATEN ON BEDNOCK 82 9 ,8 r INKEI.. 94.0 1£50 DoL septic tonk BENCH MAf~K ASSUNEB ELEV, ]00,00 FT, T~BBEN SPURKLAND P,E, ~03 W1Dth Ave Anchonage Ak 99501 L~T ~ BLOCK 6~ KEIV~ HILLS 17700 ASHLANB DRIVE MARK ANY? JANET SNYBE£ SEPTIC SYSTEM AS BUILT SHEET; 3/3 From : ALPINE DRILL 987 34S ~-'~ Oct. 25. 199S 09:08 PH P02 STATE OF ALASKA ! DEPARTMENT OF NATURAL RESOURCEs DIVISION OF MINING & WATER MGMT WATER WELL RECORD LOCATION OF WELL ~/~ LOCATIONiSK~CH; WELL OWNER= ,... ., . ......... DEPTHS M~SURED FROM:~casin0 top ~ground surfaceWELL DEPTH:/.~ ~ATE OF COMPL~ION Depth of hole:~ft BOREHOLE DATA: Depth Depth 0f cesing:~ ft ~/ l~ /~ Material Type and Color F[om Te ~.', ~ lq ft below ~ to~ of c~sing ~ ground surface / METHOD OF DRILLING; ~'eir rotary ~ cable tool ~ . /~ l~ o other USE OF WELL:~domestic ~ i~dg~tion ~ monitor ~ public supply ~ othe~ CASING srlcE.~ft. Diam: ~in. to~ft nr~l~ '~ Casingt~pe: _~ ~in, to~ft WELL INTAKE OPENING TYPE.' ~ open end ~ screened ............ ,~t ~ ~ ~qR ~ peHoreted -~open hole { Municipality of, ,nchorag Depths of openings: to f~ ~ SCREEN TYPE; Diem: in. , ,. Slot/Mesh Size: Length:~' GRAVEL PACK TYPE: Volume used: Depth to top: GROUT TYPE: Volume: Depth= from ft to it D~ELOPMENT M~HOD: Duration: PUMPIN~EL AND YIELD: /~._. ft after ~ ....... hfs pumping ~... opm PUMP INTAKE DEPTH: ft Horsepower: WELL DISINFECTED UPON COMPL~ION? ~YES ~ NO CONTRACTOR INFORMATION; REMARKS: R~gis.t~fed Business ~ame .. / DNR/DIVISION OF MINING & WATER MGMT 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 PAGE 1 OF 1 PERMIT NUMBER:SW950037 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:SNYDER MARK S & JANET L OWNER ADDRESS:17700 ASHLAND DR ANCHORAGE, ALASKA 99516 PARCEL ID:02017126 DATE ISSUED: 3/30/95 EXPIRATION DATE: 3/30/96 LEGAL DESCRIPTION: KENO HILLS #4 BLK 6 LT 8 LOT SIZE: 101060 (SQ. FT.) N73MBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION 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, Alaska 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 8 BLOCK 6, KENO HILLS #4 MARK AND JANET SNYDER No Ground Water or Impervious Layer to 15 ft. Use Standard Trench Soil Rating. From test October 10, 1994 <5 min/in - 1.2 gal / sq. ft. No. of Bedrooms 4 Required Area per Bedroom: 150/. 1.2 = 125 sq.ft.. Total area required: Finish Floor Elevation Ground Elevation at Absorption Field 4 x 125 = 500 sq. ft. 100.00 Ft. (Assumed) 99.00 Testhole Total Depth 15. Ft Less 6 feet 9 Less 4 feet Cover 5 Rock Depth 5 Length of Trench 500 / (2 x 5) = 50 [FT.] SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 50 FT. TOTAL WIDTH 2 FT. TOTAL DEPTH 9 FT. ROCK DEPTH 5 FT. COVER 3.5 FT. SEPTIC TANK 1250 GAL. 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 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. Septic System Design Lot Block L/7T ~0 P, DSEMDfl? 9£]VE L~TT ~ LDT ii LOT 8 SCAL£; i": 100 FT, LZ}T 7 300 LDT 1 LIlT £ L/TT 3 Ll]f 4 TOBBEN SPURKLAND P.E. II II 205 W 15TH. AVENUE ANCH. AK. 99501 (907'~ 279-~91 ~ 1,0T 8, B£OCK 6 KENO HILLS 17700 ASHLAND DRIVE MARK AND JANET SNYDER SEPTIC SYSTEM DESIGN DATE: MARCH 22, 1995 SHEET: 1/,3 GRID: 5435 K~ ffell S~ote ~ lfell proposed ~)- Tes~ le /1 I I I I ! I 25 5~ 75 ]~ £C~LD ]~ = 50 FK la°S TOBBEN SPURKLAND P.E. [[ II 203 W 15TH. AVENUE ANCH. AK. 99,501 (907} ~79-~916 LOT 8, BLOCK 6 KENO HILLS 17700 ASHLAND D£1VE MARK AND JANET SNYDER SEPTIC SYSTEM DESIGN DATE: MARCH 22, 1995 SHEET: 2/5 GRID: 5458 © Eomndotlon Cleon out I_ P£IPIARY fR£NCH ~' W/de ~0' L on9 9' Deep 5' Sez/er rock 3.5' Cover Cleon REPLACEMEN? ?REA/CH Cleonou~ Plonitop 4" Topso/( 4,5' Cover SCALE Exist. 6round Cover ~onk M/mo £/ ]40 5 Pt oP Septic Rock NB SCALE ~-~ 9oL septic tonk TQBBEN SPURKLAND P,E, 203 W15th Ave Anchorcge Ak 99501 ~L{jCK ~, /CEA/l] HILLS 17708 ASHLAND DRIVE MARK AND JANEI SAIYDER SEPTIC SYSTEM DESIGN Z~ATE', MARCH 23 1995 SHEET: 3/3 GRI~): 3438 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: S 7r"~ ~-" ¥'-' I ~ (~ LEGAL DESCRIPTION: V---,E~'.~,O ~' ~,.-~. ~ 5 6 7 8 9 10 11 12 13 14 15---- 16 17 18 19 2O LoT eoo,.-a.d2.3 DATE PERFORME Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? I I S L IF YES, AT WHAT O DEPTH? p E Depth to Water Alter / Monitoring? ~h"1 gate: Y'l'7't//~'~'"'- ,~//" ~ ' Gross Net Depth to Net Reading Date ~-~ Time Time Water Drop Io Vy ~ ~'~ PERCOLATION RATE < ~ (~--~slinch) .~C HOLE DIA~¢~ ~ TEST RUN BETWEEN ~ FT AND 7 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) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 7 8 9 10 11 12 Township, Range, Section: A-Nic S WAS GROUND WATER ENCOUNTERED? 13- 14 15- BoTT~ 16- 17- 18- 19- 20- COMMENTS SITE PLAN SLOPE I S L IF YES, AT WHAT O DEPTH? p E Depth lo Water After i Monitoring? ~ ~""'J Dale: '[~ [ I.J,..- Gross Net Depth to Net  Date Time Time Water Drop PERCOLATION RATE /' ~:~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN -~ FT AND ~ 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)