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Home My WebLink AboutT12N R4W SEC 10 LT 13 E2TI2N R4W C · 10 Lot I #011-151-28 Permit Number: Tax COde Number: Work Type: On-Site Wastewater Disposal 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 OSP141022 01116128000 Septic Inifial Permit Effective Dates~ February 26, 2014 to February 26, 2015 Design Engineer: ANDERSON ENGINEERING Subdivision: T12N R4W SEC 10 SiteLegalAddress: T12NR4WSEC10LT 13E2 G:2324 Owner/Address: SPINELL HOMES INC 1900 W NORTHERN LTS BLVD #200 ANCHORAGE AK 995173342 Site Mailing Address: 8484 JADE ST, DUPL, Anchorage Lot Size in Sq Ft: Total Bedrooms: 39405 6 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage Ali 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 feast 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 sys'tem under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. S: The entire subsurface disposal field and/or alternate is not within a 30 foot radius of a percolation test. The Engineer needs to do an additional percolation test prior to the construction of the septic field. Please submit stamped and signed results with the As-built Inspection Report. If the results require a design change, construction of the system will stop pending On-Site review and approval. AMC 15.65.060.B.3 Received By: Issued By: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program ~~ ~l~l~hone: 907-343-7904 Fax: 907-343-7997 SEWER/WELL ON-SITE PERMIT APPLICATION Parcel I.D. 011-161-28 Property owner(s) Spinell Homes, Inc. Day phone 344-5678 Mailing address 1900 W. Northern Lights Blvd., Suite 200 Anchorage, AK 99517 Site address 8482 Jade Street Anchorage, AK Legal description (Sub'd., Block & Lot) T12N R4W SEC 10 Lot 13 E2 Legal description (Township, Range & Section) Lot Size 49,503 .Sq. Ft. Number of Bedrooms Six (6) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([] all that apply) Single Family (SF) Absorption Field [] initial [] (W/~NO ADU) Septic Tank [] Upgrade [] Duplex (D) Holding Tank [] Renewal [] Multiple Dwellings PrivatePrivy Well ~--~ SUBM~TT~"~'L[] (SFandlorD) Water Storage [] FEB 15 2014 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. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Fees: Date of Payment: Receipt Number: Waiver No. Permr( App_9-1-12.doc WEST 84TH AVENUE / \ / \ ® Ex~$tlng Well WEST 1/2 EAST ~\~x, BLM LOT/Y1,3 BLM LOT/'13 \ / ! /, "~.% / \ / \ / \ I Welt \ WEST EIGHTY SIXTH ExTeting C Well ® Existing I Well t ,I / / AREA MAP SCALE 1' = 100' 4700 DEPTH 1 2 3 4-- 5-- 6-- 7-- 8-- 9-- 11 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: East 1/2 BLM Lot 19 PERFORMED FOR: DATE: 6/1/13 PARCEL ID#:~ OB/OG Silty Gravel GM B .O.H. Spinell Homes PROJECT No.: TECHNICIAN: JB ITESTHOLE I SLOPE DE~ oFw^~. ~.RMO~a: None r~^r,o~Momr ma: 6~ ~3 SITE PLAN See Site Plan DATE READING GROSS TIME NET TIME D~E/~TT~T° NET DROF I <"'""=Es> l 0 'C'ES) I 6/3/13 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 1:16 1.75" [ [ 2 1:46 30 10.50" 8.75" I I3 1:48 1.5o" PERCOLATION RATE: 3.4~m,~/iNc~ PERC. HOLEDIA. 6 0NClmS) TEST RUN BETWEEN: 4 FT. and ~ FT COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT TInS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MLrNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 2/14/14 &700 DEPTH (feet) 1 2 3 4-- $ 6 7-- 8-- 9-- 11 20. MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT BRAGAW STREET ANCHORAGE, AN 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: East 1/2 BLM Lot 19 PERFORMED FOR: DATE: 6/1/13 PARCEL ID#: 0B/0G Silty Grovel GM B.O.H. Spinell Homes PROIECT No.: TECHNICIAN: JB SLOPE WAS OROUND WATER ENCOUNTERED? No IF YES ~ WHAT DEPTH?. DEPTH OF WATER AFTER MONITORINO: _None D^T~ ov Mo~rrovmo: 6/1 1/13 · 'Mc.g:;:..~. Professional Engineem 8tam}x SITE PLAN See Site Plan i ~.MINUTES) I(r'IINUTES){ (iNCHES) I (INCHES) 6/3/13 TEST HOLE PRESOAKED PRIOR TO TESTING: I 1:22 0.50" 2 1:52 30 10.75" 10.25" 3 1:54 0.75"" ] I 4 2:24 30 11.00" 10.25" [ [ 5 2:25 0.50:: ii 6 2:5530 10.75 10.25" PERCOLATION RATE: 2.9 (MmaNCh'-) PERC. HOLEDIA. 6 CNC}mS) TEST RUN BETWEEN: 4 FT. and 5 FT COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE:. 2/14/14