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HomeMy WebLinkAboutSECLUSION LT 2Onsite File MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP221106 Work Type: WellSeptic Initial Tax Code Number: 02016136000 Site Legal Address: SECLUSION LT 2 G:3441 Site Mailing Address: Owner: BROWER WENDELL Design Engineer: NORTH RIM ENGINEERING This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date CN CNot _ fir• n � f Uclrirhnent Lot Size in Sq Ft Total Bedrooms: 5/20/2022 5/20/2023 320173 Q Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received B) Issued By: Date: Date: 4 MUNICIPALITY OF ANCHORAGE Development Services Department=` Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 020-161-36 Property owner(s) BROWER WENDELL Mailing address NHN Site address Paine Rd Day phone 231-9345 Legal description (Sub'd., Block & Lot) SECLUSION LT 2 Legal description (Township, Range & Section) ..320 173 Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field Q Initial 0 Single Family (SF) El Septic Tank Q Upgrade pg ❑ (w/wo AD U) Holding Tank ❑ Renewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A 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: Waiver Fees: Date of Payment: "q -2_c( -,?,2_ Date of Payment: Receipt Number: ©li� (OC-) Z P— Receipt Number: Permit No. 21106 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc SteveEng.com Seclusion L2 SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is an new 4-bedroom, single family home. These lots are very large; only the northern portion is drawn in Plan view. A design is submitted for a new trench & new Advantex. No adverse impacts are expected from this development. A previous soil test reveals GM soil. An application rate of 4 GPD/FT². Trench Length = 150 FT²/2x 2 = 38 trench, 2 effective. A new 1500 gallon Advantex will be installed. Easements depicted in the area, proposed water well site is located. Test holes may be required prior to construction. 6trench depth requested due to previous TH. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations.  New 1500 gallon Advantex w/AX-20 Filter Pod. Install Double Cleanouts Both Sides Of Advantex. MOA-Spec Material Under Tank.  10 minimum between the tank to house. 10  to property lines,  3 of cover or insulation is required for trench; 2  Minimum thickness for insulation can substitute for 1 cover.  Tank & solid pipe must be set on well compacted, stable soil.  4 inch diameter cleanouts with airtight caps are required 1  to 4 from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10 from the tank positioned to provide cleanout access towards the tank and towards the absorption field.  All cleanouts must extend to at least ground level.  In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron.  Trench to be placed level, minimum of 2 to groundwater, 6 to bedrock from drain- rock.  Drain rock to be ½ to 2 screened, distributed uniformly throughout the trench.  Perforated pipe to be installed level with perforations down.  Silt barrier (filter fabric) to be installed above the drain rock.  Smeared trench sides must be raked or scarified before drain rock placement.  The finish grade must be mounded to promote drainage away from trench.  Insulation must be placed over any pipe installed under driveways or parking areas.  Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661,  Sewer Service Line is minimum 2% slope.  Septic Tank to be pumped every two years or when required.  Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221106, Deb Wockenfuss, 05/20/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221106, Deb Wockenfuss, 05/20/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221106, Deb Wockenfuss, 05/20/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221106, Deb Wockenfuss, 05/20/22 OWNER: , /�- 5-) 7 - 2 (signature) Date: �)r4tk oe.' � S< NOW U'2 -(print naive) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this, day of 20 22, by Wtyjckl T31-hwtr NOTARY PUBLIC FOR ALASKA KATELIN BETHEL My Commission expires: 42A 1p, Notary PublicState of Alaska' My Commission Expires Sep 29, 2025 MUNICIPALITY: Bv(signature) Date: 'Z (print name) Title: