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Home My WebLink AboutDALZELL-SCHNEITER BLK 2 LT 8balzell - Schne iter Block 2 Lot 8 #015-291-20 Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP151309 01529120000 WellSeptic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 EImora Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Upgrade Permit Effective Dates: September 16, 2015 to September 15, 2016 Design Engineer: ARC TERRA CONSULTING INC Subdivision: DALZELL-SCHNEITER Site LegalAddress: DALZELL-SCHNEITER BLK 2 LT 8 G:2537 Owner/Address: MILLER BILL W & LISA RAY LIVING TRUST PO BOX 231531 ANCHORAGE AK 995231531 Site Mailing Address: 5591 DALZELL CIR, Anchorage Lot Size in Sq Ft: 70760 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank 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. ~verecL..s~aledL and heated to prevent freezing jSpecial Provisions: Well Decommissioning Log required to close the permit. MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWERANELL PERMIT APPLICATION 015-291-20 Parcel I.D. BILL & LISA MILLER LIVING TRUST Property owner(s) Mailing address PO BOX 231531, ANCHORAGE, AK 99523 Day phone 907-346-1164 5591 DALZELL CIRCLE, ANCHORAGE, AK 99507 Site address DALZELL-SCHNEITER BLOCK 2, LOT 8 Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size 70760 Sq. Ft. Number of Bedrooms/~ APPLICATION IS FOR' APPLICATION IS AN: TYPE OF DWELLING: ([~ all that apply) Absorption Field r'~ Initial [] Single Family (SF) r'~ Septic Tank I-X] Upgrade [~] (w/wo ADU) Duplex (D) [] Holding Tank [] Renewal [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well r~ Water Storage [] THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signa~'~,~perty owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. ~1 Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_9-1-12.doc CONSULTING~ INC 212 E. 51s~ Ave, Anchorage, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 August 29, 2015 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Upgrade Sewer & Well Permit - Dalzell-Schneiter B2, L8 The owner has requested we proceed forward to obtain a well and septic permit to upgrade the existing undocumented septic system. The existing well encroaches upon the adjacent lot's septic and proposed septic system upgrade location. Both the existing well and undocumented septic system will be completely decommissioned. The general slope of this lot is from southeast to northwest at a grade of approximately 7-12% over the septic area. On August 20, 2015 a testhole was performed to investigate soils and groundwater. The results of this test are attached for your review. The proposed upgrade will serve the existing 1- bedroom single-family residence. We propose to install one 24' long deep trench with 8' effective depth. Groundwater was not encountered at excavation or at moifitoring. The property and adjacent lots are served by private water. 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 Log/Percolation Test 20441 PTARMIGAN BLVD · EAGLE RIVER, AK 99577-8736 · PH (907) 868-3791 · FAX (907) 868-3793 WELL & WASTEWATER DISP[1SAL SYSTEM DETAILS/SITE PLAN ]3ALZELL-SCHNEITER ]3LrlCK /-,,o.oo rl P, ~ ~ ~83.00 - _ ~ 17~,00,~ T< / FLaG PRBPERTY LINES DESIGN DETAILS Scate~ 1'= 100' WELL RA~II k EASEMENTS 3 BDRN X 150 GPD = 450 PRIBR TB CBNSTRUCTIBN 450 GPD/1.a 6PD PER SQ. FT. = 375 SQ. FT (375 / a x (8' GRAVEL) = a4 FT. TRENCH N~ SLDPES >aSX W/IN USE 1 TRENCH - ~4' (L) X a' (W) X 8' (ED) 100' flF PROPflSED SYST. To,ct 8ep~h of sy$~e~ To$ct depSh o~ 9p~vet below dizSplbu~ion pipe PRDPDS~ SYSTZH. NDTES~ PReP~SBD SY~ EXCEPT AS NeT~D. 1. ~NSTALL ~000 GAL P~P~S~D YELL ~XCBPT AS NDTED, ~. ~NSULATE TRENCH ~TH ~' H~ ~UR~AL FBAH ~F ( 3' BF F~LL, NIN. ~' F~LL ~TH ~NSULAT~BN, )3' CBVER NB TNSUL RE~. 3. CBNT~ACTB~ ~LL ENSURE N~N~HUH ~ SLBPE ~NTB SEPTIC TANK. 4. CBNTRACTBR ~LL ENSURE ALL SEPARAT~BNS TB A~dACENT ~ELLS, SEPTICS EASENENTS, PRBPE~TY LTNES, ETC.. 907-346-1164 ~,o~,~:BOUNDARY ~*~: BMW ST~,~ STAKING ~: KMD ACAD R~ FILE d~ No.: 15-189 ' ~. WASTEWATER ]]ISPFISAL SYSTEM DETAILS DALZELL-SCHNEITER BLOCK 8, LIlT 8 X CO' TH15-1 DECOMMISSION EXISTING UNDOC. SEPTIC (TANK & FIELD) DECOMMISSION EXISTING WELL }0 J W ~ .J 1-BR FLAG WELL PRIOR INSTALL NEW IO00-GAL SEPTIC TANK & FCO PROPERTY LINES RADII & EASEHENTS TO CONSTRUCTION Scare, id= 20' PAGE 2 BF 2 PREPARE]) FOR: BILL & Llga NILLER 5591 DALZELL CIR, ANCHORAGE, AK 99507 907-346-1164 FIELD BOOKS C(~PUTED: BOUNDARy: BOUNDARY DF~A~: BMW ST.~lNe~ STAKING ~c~: KMD A,.~U,LT~ HOLT D^~: 8/29/15 miD: SW2537 FILE ~ N~,: 15--189 ~ ' 4. ~ ~ CONSULTING, INC ...._~7~. -... '~ 212 E. 51 Ave, Anchorage, AK. 99503 ~%?** (,.%~ Office (907) 868-3791, Fax (907) 868-3793 SOILS PERCOLATION TEST Performed for: Bill & Lisa Miller Date Performed: 08/20/15 Project: Depth 11- 18.-- B.O.H. - damp 19- HOLE PRE-SOAKED 20- PRIOR TO TEST DALZELL-SCHNEITER BLOCK 2, LOT 8 SEE ATTACHED SITE PLAN Org/OL FOR HOLE LOCATION TEST HOLE # TH 15-1 r Was Ground water encountered? NO What depth? NA I Depth to water after monitoring? NO Date? 8 / 27/15 Reading Date Gross Net Depth of Net Time Time Water Drop I 8/25/15 I:00 6" 2 1:10 10 min 12/16" 5 4/16" 3 * hll 6' 4 1:21 10 min 12/16" 5 4/16" 5 * 1:22 6" 6 1:32 10 min 13/16" 5 3/16" 7 * 1:33 6" 8 1:43 10 ~nin 15/16" 5 1/16" 9 * 1:44 6" 10 1:54 10 min 15/16" 5 1/16" 11 * 1:55 6" I2 2:05 10 min 14/16" 5 2/16" · Water Added SP/GP/gm mod dense, trace of silt, w/cobbles to 1' - sand increasing w/depth Percolation Rate 2 (min/in) Perc Hole Diameter 6" Test Run Between 5 feet and 6~ feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State oaxd Municipal guidelines in effect on this date.