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Home My WebLink AboutT15N R1W SEC 8 LT 144TISN RIW c8 Lot 144 #051-155-12 On-Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP151087 Tax Code Number: 05115312000 Work Type: WellSeptic Initial Permit Effective Dates: May 07, 2015 to May 06, 2016 Design Engineer: ARC TERRA CONSULTING INC Subdivision: T15N R1W SEC 8 Site Legal Address: T15N R1W SEC 8 LT 144 G:1256 Owner/Address: EKLUTNA INC 16515 CENTERFIELD DRIVE #100 EAGLE RIVER AK 995777719 Lot Size in Sq Ft: 108900 Site Mailing Address: Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y SepticTank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION 051-153-12 Parcel I.D. Property owner(s) CHAD RtEDEL Day phone Phone:907-343-7904 Fax:907-343-7997 SUBMITTA APR 2 2 ~015 I Gretchen Stuller Mailing address Site address T15N RIW SEC 8 LOT 144 Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) 108900 4 Lot Size .Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: ([] all that apply) Absorption Field r')q Initial Septic Tank E~] Upgrade [] Holding Tank [] Renewal [] Privy [] Private Well Water Storage [] TYPE OF DWELLING: Single Family (SF) (w/we ADU) Duplex (D) Multiple Dwellings (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of pr&p~i:F~ner or authorized agent) Permit/Rush Fees: '~-~ ~' 2_../5-= -~o~"' Waiver Fees: Date of Payment: ~/~/~,5' ~ Date of Payment: Receipt Number: 0(,,5~5~ Receipt Number: Permit No. O~J~ 10~"~ Waiver No. Permit App_9-1-12.doc ARC TERRA CON~;ULTING~ INC 212 E. 51st Ave, Anchorage, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 April 17, 2015 Mtmicipality of Anchorage Development Services Department On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: New Sewer Permit - T15N R1W SEC 8 LOT 144 The owner has requested we proceed forward to obbain a well and septic permit on the subject lot. The general slope of this lot is from north to south at a grade of approximately 0-2% over the septic area. We have designed the 4-bedroom system utilizing the testholes that were performed on February 9, 2015, which results are attached. Groundwater was recently noted at 7.5' for TH15-2. We propose to install 58' pressurized absorption bed. Adjacent properties are served by private water as noted on the design. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 868-3791 / FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Attachments: On-Site Sewer Application Wastewater Absorption System Details/Site Plan Soils Logs / Percolation Tests 20441 PTARMIGAN BLVD · EAGLE RIVER, AK 99577-8736 · PH (907) 868~3791 ° FAX (907) 868-3793 WELL & WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLAN T15N RlW SEC 8 LOT 144 4' VACANT VACA~ Scare: 1'= 100' PAGE 1 OF 3 LOT 181 DESIGN DETAILS 4 DORM X 150 GPD= 600 GPO 600 GPD/0.7 GPO PER SQ. FT, = 858 SQ, FT (858 / 15' (W) = 58 FT. BED USE 1 DED - 58 (L) X 15' (W) X 0,5'(D) To~al depth oF sys~ceM IS 8,5' ?rOM original grade. To~cal depth oF graver below distribution pipe Is 0.5' . NOTES, 1, EXCAVATE TO 4.5' FROM GRADE & ADD 8' MOA APPROVED SAND, 8. INSULATE BEDS WITH 8" HD BURIAL FOAM, 3. CONTRACTOR WILL ENSURE MINIMUM 8% SLOPE INTO SEPTIC TANK. 4, ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN, 2' COVER WITH INSULATION. CO.TRACTOR WILL E.SURE ALL SEPARATI..S TO ADJAOE.T WELLS & SEPTICS, EASEMENTS, & OTHER SETBACK REQUIREMENTS. 406-480-3837 m FIELD BOOKS co~pu*~: WaSTEWATER DISPBSAL SYSTEM DETAILS T15N RI~/ SEC 8 L[]T 144 110.0' PROPOSED GARAGE 30.0' 110.0' D/W PRESSURE ~.-. 63.2' LOT 144 T15N RiW SEC8 S.M. ALAS] / MT I 1 · '' ' ~ 406-480-3837 · . ~ ~ B~ND~BOUNDARY · ~Ne STAKING ~'~"~"~': ^c~ nm FILE ~: BMW c~:c~mKMD O^m 4/16/2015 ~RIm NW1256 ,,ce u*,: 15-107 Sco. te~ 1'= 40' PAGE E DF 3 Z:\WELL & SEFT1C - Rled By Legel\$ewcrd Meridlon\T15N, RlW~Sec, 8\Lot 14~\LOT 144 SOlLS\$eptlc,dwg WASTEWATER A3SBRPTION SYSTEM Z)£SIGN DETAILS T15N RlW SEC 8 LET 144 4'+ SEPARATION TO SEASONAL HIGH GROUNDWATER REQUIRED, GROUNDWATER AT -7.5' (4/15/15), EXCAVATE -4,5' FR[]MBRIGINAL GRADE & INSTALL 2' MBA APPROVED CONTRACTOR WILL TAKE SAND }}ACK TB -2,5 FROM nRIGINAL GRADE, SPECIAL CARE & WILL NnT OPERATE HEAVY EQUIPMENT 2,5' ('typ) \ CAP ENDS DF PIPE----~ M,T, OVER THE BED 2,5' '--r-- \ ~ 53 LF 1 1/4" PVC W/3/IG" HOLES ~- ~ 5' SPACING (TYP) il 1/4' PVC FROM TANK TO FIEL~= ~ .~l ~F) l il 1/4' PVC FOR MAN~ 2,5,_/ ~ i]}i . M,T, 0 gB 58' 4' SOLID FROM HOUSE ~ PRESSURIZED DISTRIBUTION SYSTEM HOLE SPACING DESIGN 'O I, RESIDUAL HEAD = 5' 2, HDLE SIZE = 3/16' = 1.00 GAL. PER HDLE e 30 PSI 3, 30 GALS (PUMP DELIVERY)/1.00 GALS,/HDLE = 30 HDLES 4, (159 LF LATERAL/30 HOLES = 5,3') USE 5' SPACING PER HOLE 5, ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS, PREPARED FOR: CHAD RIEDEL 406-480-3837 FIEb9 BOOKS i c~u'r~,, ~e~NDAm'~UNDARYi" DRAWI~ - - ~--~TM L~%,_~TAKIN6 ic"~.'~E~: KMD ........ JLS 4~ AC~ r~s: FILE ~ Joa No,: 15-107 PAGE 3 OF 3 Performed for: Chad Riedel Ar cT :RRA CON'SULTING, INC Office(907) g68-379,,Fax(907,868-3793 SOILS PERCOLATION TEST Date Performed: 2/9/15 Project: Depth (Feet) 5~ 11- 12- 13- 14- 15- 17- T15N R1W SEC 8 LOT 144 TEST HOLE # TH 15-2 SEE ATTACHED SITE PLAN FOR HOLE LOCATION ORG/OL GW/SW w/oct, boulders to 1'+ Was Ground water encountered? YES What depth? 8' Depth to water after monitoring? 7.5' Date? 4/15/2015 -- B.O.H. Water percolated/absorbed rapidly in sandy soils. Reading Date Gross Net Depth to Net Time Time Water Drop 1 2/9/15 1:00 6" 2 1:01 I min dry 6" 3 * 1:02 6" 4 1:03 1 min dry 6" 5 6 After 10 min still unable to fill hole 7 8 9 10 11 12 · Water Added 19- 20- Percolation Rate <. i1 (min/in) Perc Hole Diameter 6" Test Run Between 1.5 feet and 2.5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. Performed for: Chad Riedel CONSULTING, lNG ~ /XQTH~ ZT~, 212 E. 51st Ave, Ancho~ge, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 ~ ~ SOILS PERCOLATION TEST ~~:~' Date Performed: 2/9/15 Project: Depth (Fee0 9- i0- 11- 12- 13- 14- 15- 16- 17- 18- T15N RIW SEC 8 LOT 144 ORG/OL GW/SW w/occ, boulders to 1'+ B.O.H. Water percolated/absorbed rapidly in sandy soils. TEST HOLE # TH 15-1 SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? YES Depth to water after monitoring? 6.5' What depth? 6' Date? 4/15/2015 Reading Date Gross Net Depth to Net Time Time Water Drop I 2/9/15 1:00 6" 2 1:01 I rain dry 6" 3 * 1:02 6" 4 1:03 1 min dry 6" 5 6 After 10 rain still unable to fill hole 7 8 9 10 11 12 · Water Added 19- 20- Percolation Rate < I (mia/in) Perc Hole Diameter 6" Test Run Between 1.5 feet and 2.5 feet I, Kenneth M. Duffus, cerhfy that this test was performed in accordance with all State and Municipal guidelines in effect on this date.