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Home My WebLink AboutTURNAGAIN PARK BLK 1 TR 8 Municipality of Anchorage Page 1 of_ 5 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 545-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW990101 PID Number: 018--242--06 N°me:KRIS ABECG w/ PARAGON PROPERTIES WastewaterSystem: · New [] Upgrade Address: 5111 C ST. SUITE 555 ANCH AK, 99505 ABSORPTION FIELD Ph°ne:(907) 549--1200/242--5287 No, of Bedroome: `3 [] Deep Trench · Shallow Trench [3 Bed [] Mound [] Other LEGAL DESCRIPTION 1.2 o.o/s.. ~, 7.5 .. TRACT 8 1 TURNAGAIN PARK .3.5 n 4.0 - - - 1.2 Ft 42 F~ WELL:· New [] Upgrade 5 ~ 1 -- c~o..~,=o.o, (P~,,to. ~...a)~RiVATE 92 ~. 92 ~ 420 sq. a. ASTM D-5054/F-810 GOLD STAR 6/18/99 ALPINE DRILLING 5/26/99 `39 I Pump set At: I C~"'ng HeightAbove Ground: ~.,d:100 c.. UNKNOWN ~ 2'+ ~ TANK SEPARATION DISTANCES · sept~o ~ ,o~n, ~ S.~.~.~. To Septic Absorption Lift Holding Publl¢/Privete From Tank Field Station Tank So,.r u.. ANCHORAGE TANK 1250 Well 100% 100% - - 25% STEEL 2 SaVaGe 100'+ ~00'+ - - - LIFT STATION Water 5'+ 10'+ -- -- -- I Lot Line Foundation 5'+ 10'+ _ _ _ ...m.o.-,.~., o,:~'~~, NONE KNOW~ Drain Remarks: SOILS AT WEST END Of TRENCH WERE EXCFIIFNT. BENCH MARK TOP OF WELL HEAD. ~.urn~d E]evafiom 107.15 Inspections performed by:_ AWWC, INC. Dates: 1st 6/s/ge .... .....; 3rd 8/20/99 , _'..g/~f~j~A. Oal~ness. Department of Health and Human Services approval (/~....,..-.~_ -79~.~.......'~o~ '~1~,%_'.v ...........' ~,~,~ Reviewed and approved by: ~/~.,~ .-., ./ ~. ,~,~Date: /0- eo -~1 '~,~,~rofe,s;o~_O~<=~.=,~ AS-BUILT DRAWING NEW 1250 SEPTIC TANK ALTERNATE SITE NOTE ON A C02 ALASKA WATER AND WASTEWATER CONSULTANTS, 1NC. 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, AK. 99504 PHONE: (907) 337-6179/FAX: (907) 538-3246 LEGAL DESCRIPTION: TURNAGAIN PARK S/D; TRACK 8, BLOCK 1 OF WORK: AS-BUILT OF SEPTIC SYSTEM UPGRADE PR[PARED FOR: KRIS ABEGG PHONE NUMBEE: 549-1200/242-5287 PAGE: 1 = 40' 2 OF 5 t / / / DATE: DRAWN BY: 10/1/99 K.D.W. A B C D FCO 5.7 18.6 - 5T1 19,2 ~9.4 - 5T2 27.1 25.2 - DBl.2 33.2 30.7 - C01 36.8 36,2 - MT - 20.9- 38.6 C02 - 35.9 22.0 ~M~9?~s?: AS-BUILT DRAWING Po~C~'--'~,,;u"~R: N~W 12PO ~kOH ~PflC T~K ~fOM ~ ~ - ~0.~ (AV~.) ~AS~ WA~R ~ WASTEWATER CONS~T~TS, ~C.~ ~c~ ~' TURNAGAIN PARK S/D; TRACK 8, BLOCK 1 ~. ~ .... ' .......... ,REP~ED FOR: ,HON~ NU,BER: ~0~/~_ ~ .-7953 ..'" ~ DATE:I 0/1/99 D~WN BY: SC~: PAGE: A e~C ~ ~ K.D.W. N.T.S. 3 OF 3 Municipality of Anchorage Department of Healt.,h,, and Human Services 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom http:llwww.ci.anchorage.ak.us Mayor Permit Number: #SW 990101 Date of Issue: 5-18-99 Parcel Identification Number: 018-242-06 Date Started: 5-26-99 Date Completed: 5-26-99 Is well located at approved permit location? [] Yes [] No Legal Description: Tumagain ParkBIk I Lot 8 Property Owner Name & Address: Kris Abegg c/o Paragon Properties 800 E Dimond B/vd, suite 645 Anchorage, Ak 99515 Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Stick-up 0 2 Silt 2 6 sandy silt 6 14 sandy gravelly silt 14 63 silty gravel 63 80 silty sandy gravel H20 80 88 water sand and gravel 88 92 RECEIVED JUL 1 2 1999 Municlpahty u! ,~,, Dept. Health & Human Services Method of Drilling [] air rotary [] cable tool Casing type: steel Wall Thickness: 025 inches Diameter: _6 inches Depth: 9_~2 feet Liner Type: Diameter: inches Depth: __ Casing stickup above ground: _2 feet feet Static water level (bom ground level): 39 feet Pumping level: 90 feet after _2 hours pumping 100 gpm Recovery Rate: 100 gpm Method of Testing: air lift Well Intake Opening Type: [] Open End [] Open Hole [] Screened Start__ feet Stopped__ [] Perforations Start__ feet Stopped__ feet feet Grout Type: bentonite#8 Volume: 2bgs Depth: Start 0 feet Stopped ?._: feet Pump: Intake Depth __ feet Pump size hp Brand Name Well Disinfected Upon Completion? [] Yes [] No Method of Disinfection: clorox Comments: Well Driller: Alpine Drilling & Enterprises P.O. Box 110496 Anchorage, Ak 995~ t AK 0 A~fie~: ~-he~ :..,~! &-i!!or~gl~ti&a ~ll-logto (he proporty~)wc, er-wik~ ~Odays of completion and the property SEWER VENTS o o o o THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFIrCTS B EXISTING STRUCTURES AND pLATTED LOT ENES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING ADDI] STRUCTURES OR FENCEUNES. EASEMEt4TS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON. NOTE: ANY FENCELINES SHOWN ARE LOCATED APPROXIMATELY AND ARE NOT TO SE USED TO DETERMINE PROPER OR LOCATE STRUCTURES, MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 995~9-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: May 18, 1999 Expiration Date: May 17, 2000 Permit Number: SW99010'I Legal Description: Turnagain Park BIk 1 Lt 8 Design Engineer: 0041 AK Water & Wastewater Consulta Owner Name: Kris Abegg % Paragon Properties Owner Address: 800 E Dimond Boulevard, Suite 645 Anchorage, AK 99515- Parcel iD: 018-242-06 Site Address: NHN Old Seward Hwy Lot Size: 49408 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage 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 (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. 5. The following special provisions. Verify soils consistency along West end of trench. Received By: ~.~¢.. ~,' / Issued B y :~.~'~g.~.~--~ Alaska Water & Wastewater Consultants, Inc. 69-~'Debarr Road, Suite 2B ~ Anchorage ~ Alaska 99504 (907) 337-6179 ~ Fax (907) 338-3246 Consulting Engineers RECEIVED April30,1999 MAY 04 1999 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Reft Well and Septic Design for Tract 8, Block 1, Turnagain Park Subdivision MUNICIPALIIY OF ANCHORAGE ~NVIRONME. NTAL ~ERVICE$ DIVISION To whom it may concern: The proposed 3 bedroom house will be served by a private septic system and a private well. Two test holes were excavated on the property. Comments regarding the proposed design are summarized as follows: L SOILS: Attached are logs which shows the soil profile, and the percolation test results. The soils below the organic layers are a GW/SW to a depth of 11 feet in TH#1 and to a depth of 7 feet in TH#2. Below the GW/SW layer, the soils transitions to a SP material to a depth of 14 feet in TH#1 (bottom of TH#l) and 8.5 feet in TH#2. Below the SP layer in TH#2, the soils transitions to a ML material to a depth of 11.5 feet (bottom of TH#2) No groundwater was encountered during the excavation of the test holes. A percolation test for TH#1 was performed between the depth of 4.0 feet to 4.5 feet and had a rate of <1 minute/inch. The soils in TH#2 were visually rated to be the sm-ne as TH#1. We propose to install the prin~ry drainfield in the 30 foot radius around TH#1. It is our opinion that due to the high percentage of sand, the insitu soils will serve as a sand filter. A grab sample can be provided if deemed necessary. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 375 ft2 fi Total Depth: 7 feet (max.) g. Effective Depth: 4 feet h. Width: 5 feet minimum i. Reduction Factor: 0.50 i. Minimum Length: 40 feet long j Effective absorption area = 400 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: The average slope in the area of the proposed septic system is a 3%-5% slope running bom approximately east to west; in short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you Jepreff~s~d~e~/~ (~ ness, P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, two soils logs' and a 4 page construction specification letter which are all part of the design package for this septic system. RECEIVED MAY 04 1999 ~UNICIPALIT¥ OF ANCI-C.)RAGE ENVIRONMrr&JTAL SERVICES DIVISION 6901 DEI~A~RR ROAD SUITE 2B, ANCHORAGE, AK ggSO4 ~... · PHONE: (907) 337-6179/FAX: (907) 338-3246 _EGAL DESCRIPTION: SITE P~N FOR SEPTIC AND WELL DESIGN PHONE NUMBEE: PREPARED FOE: ~,~E:4/50/99 O~WN ~: SC~: PAGE: ~A~r o f ess[o~ J.L.M. 1 = 100' 1 OF 2 "' AL3ERNATE SITE (15' BY 40' BED)--~ / ,! WILL REQUIRE EFT STATION. 2.5 FEET \ / MAXIMUM DEPTH· INSULATE AND X / J MOUND AS REQUIRED. ~ / / . r' .. ~ X / I PROPOSED · ~zJ/'~''- / ) 100' ELL RADIUS PROPOSED DRNNFIELD.--t ~'v-~ ~- / ~ i 100' WELL RADIUS . EXCAVATE 7 FEE'[ DEEP \ ~7"" / ~./ ,,/' ! ~ NOTES: O~ ~ / ~IOR TO ANY ANY CONSTRUCTION. ~S~ WA~ A~ WAS~WA~ CONS~TA~S, ~ PHONE: (907) 337-6179/F~: (gOT) 35B-5240 ~ / BESION OF SEPTIC SYSTEM AND WELL LOCATION ( KRIS ABEGG 549-1200/242-5287 Q~e~.... ........... ..- J.L.M. 1 = 40' 2 OF 2 ALASKA WA~TER. &; WASTEWATF-.~ CONSI..rLTANTS~ INC. ~'="~OF A ~_~,, 6901 DE~RR ROAD. SUITE 2B * ANCHORAGE. AK. 9950~' PHONE (907)337-6179 * FAK (g07)356-5246 ~.~.~......' _EGAL DESCRIPTION: TURNAGAIN PARK, TRACT 8, BLOCK 1 PERFORMED FOR:_ KRIS ABEOO .~AMES P. WlLLIAM~ DATE PERFORMED:_ 4/14/g9 ~, '.... D[PmH ~ ]TEST HOLE (feet) ~;:~; ORGANICS 1-~ ..... ooo, SOIL C~SSIFICATIONS ~ ~ SITE~ ' ' ~ ~ pRaPOSEO ~. :o"~, ~ ~ CH W~LL3 , ~,,,, coo W/ UGHT SILT .? ~'::o~e DEPTH TO 7--,,', ~ooo DATE -~.:~ ~ROUNDWATER '~: °~ 4/14/99 8--:~:~ ~o~ DRY ?: ~ 0o % DRY 4/21/99 '~:'""~°t~ DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 -- ~ TIME (MINUTES) READING (INCHES) "~%'"~ 4/1~/99 PERC. HOLE ABSORBED WATER AS FA~ ~ IT WAS ADDED 12-- "~%~ FiNE UNIFORM '% ~%~ ~ SAND 14--~ B.O,H. 15-- 16-- 19-- PERCO~TION ~TE <1 (HIN,/INCH) PERC. HO~ DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 ~. AND 4.5 FT, COHHENTS: USE 50 FOOT ~DIUS AROUND ~ST HOL[ ~1 FOR~JMARY SiT PERFORMED BY A~S~ WATER & WAST~ATER l, ~r~,. ~, , CERTI~ THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL T,~E AND' MUNICIPAL GUIDELINES IN ~eeECT ON THIS DATE. DATE: ~-~ , j ArAS WAS TZ CO SUL AmS, r c. 6901 DEI]ARR ROAD, SUITE 2B ANCHORAGE, AK. 99504 PHONE (907) 337-617g * FAX (go7) 338-3245 I SOIL LOG - PERCOLATION TEST I LEGAL DESCRIPTION: TURNACAIN PARK, TRACT 8, BLOCK 1 PERFORMED FOR: KRIS ABEGG DATE PERFORMED: 4/14/99 ORGANICS ITEST HOLE #21 Gw/sw VISUALLY RATED AS THE SAME AS TEST HOLE #1 SO II._~C LASSI FICATION S ORG ML CL OL OH SC SP ML DENSE SILT HARPAN DEPTH TO DATE ROUNDWATER DRY 4/14/9g DATE CLOCK NET TIME WATER LEVEL NET DROP READING TIME (MINUTES) READING I (INCHES) 4/1.4-/99 r- NO PERCOLATi ON TEST[ PERFORMED.I SOILS VISUALLY APPEAREDi TO BE THE SAUE AS SOILS ENCOUNTERED IN TEST HOLE #1. PERCOLATION RATE - (MIN,/INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN - ..AND - FT. COMMENTS: USE 30 FOOT RADIUS AROUN.D, TEST HOLE ~J2 FOR AL~RNATE IS[TE. Bo'rroM Of ALTERNATE BED MUST BE 6 FEETABOVE THE ML LAYER (2.5 MAX. BED D~PTH). F /~ J IIL PERFORMED BY ALASKA WATER & WASTEWATER I, /!! .'~2~...¢/~ ! [ItJ~.}~,~,...,~.~ , CERTIFY THAT THIS WAS PERFOR~I~B IN ACCORDANCE WITH ALL S~ATE'ANB MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: S [%/~ t/