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Home My WebLink AboutMCGILLIVARY LT 166A�" � t t; � i� •. • i �: t. •. !No� 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 Wastewater Disposal System Permit Permit Number: OSP221483 Work Type: Septic Initial Tax Code Number: 01828224000 Site Legal Address: MCGILLIVARY LT 166A G:3135 Site Mailing Address: 14990 LOC LOMAN LN, Anchorage Owner: OPANASEVYCH NIKOLAY Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft Total Bedrooms: R�1,ent N c, ter. I� J De pa i, tnien t 12/30/2022 12/30/2023 53827 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy CJI 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 ReceivvxkSy: _ S5EAeCA ft? A-ke- Xj /`170e11_t_or\ Date: Issued By: Date: 2A "2 2 4 MUHMP UTY OF ORAGE 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. 018-282-24 Property owner(s) NIC OPANASEVYCH Day phone Mailing address 1120 HUFFMAN ROAD SUITE 24-497, ANCHORAGE, AK 99515 Site address LOC LOMAN LANE, ANCHORAGE AK Legal description (Sub'd., Block & Lot) MCGILLIVARY Legal description (Township, Range & Section) Lot Size 53,827 Sq. Ft. Number of Bedrooms 4 LT 166A APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field � Initial F Single Family (SF) Q (w/wo ADU) Septic Tank 0 Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well X 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: 5q5f aaS' : $a -"'O Date of Payment: Receipt Number: Permit No. 121 c% 3 Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Dec. 28, 2022 Municipalities of Anchorage On-Site Water and Waste Water Section 4700 Elmore Rd Anchorage, Alaska Phone 343-7904 Re: New septic & well permit Legal: MCGILLIVARY LT 166A To whom it may concern: This is a request for a septic and well permit on the above referenced lot for a new 4-bedroom house. A single test was excavated and found silty sand SM for the entire 17 foot depth. No water was observed during excavation or after the 7-day monitoring period. The perc was measured at 12 minutes per inch. A new STEP tank has been designed to allow for a full basement. The proposed septic site is flat but a steep slope is located over 50 feet away, see the site plan, which will not impact this new system. This new proposed septic design will not impact any of the neighbors or encroach on any wells, septic or open water issues. Sincerely Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221483, Deb Wockenfuss, 12/30/22 SEPTIC FIELD SECTION DESIGN CRITERIA: 8.0' EFFECTIVE 4 BDRM X 150 = 600 GPD SOILS = 600/0.8 =750 SQ FT REQ'D 750/2(8) = 47', USE 47 2.0' WIDE 47' LONG (1) TRENCH 10.0' DEEP -17' (TH#1) -1.0' SM OR 2.0'2.0' -10.0' -2.0 MOUND OVER FILTER FABRIC & SEWER ROCK 3,3(: GRADE 1"=200' PROPERTY LINE PROPOSED DRAINAGE FIELD 8.0'PROOSE NEW WELL 100' RADIUS -LOC LOMAN LANE-PROPOSED HOUSE SCALE: DJRDRAWN: DATE: MCGILLIVARY LT 166A Anchorage, Alaska NIKOLAY OPANASEVYCH 12/2/2022 NO WATER OCT 2022 INSULATION +2/(6# SEPTIC SEPTIC SEPTIC Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221483, Deb Wockenfuss, 12/30/22 1"=50' PROPERTY LINE PROPOSED NEW HOUSE PROPOSED WELL 100' RADIUS WELL SCALE: DJRDRAWN: DATE: MCGILLIVARY LT 166A Anchorage, Alaska NIKOLAY OPANASEVYCH 12/2/2022DRIVEWAYNEW 1500 GALLON STEEL STEP TANK, 10' FROM THE FOUNDATION MT MT TH#1 SEPTIC SLOPE > 3 0 %0 SLOPEFCO TCO APPROX. SHOULDER OF 45% SLOPE PROPOSED WELL 10' T&E EASEMENT33' EASEMENT FOR ROADWAY & PUBLIC UTILITIES SEPTIC SYSTEM > 100' FROM PROPOSED NEW WELL ON THIS LOT 10' ELE C. E A S E M E N T SECONDARY TRENCH, 30' LONG X2' WIDE X8' DEEP W/ 5' EFFECTIVE, APPLICATION RATE OF 2GPD/SF ADVANTEX, NEW TEST HOLE REQ. PRIOR TO INSTALLATION CO TCO EXISTING SYSTEM, MAINTAIN 20' SEPARATION.0 SLOPE0 SLOPE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221483, Deb Wockenfuss, 12/30/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221483, Deb Wockenfuss, 12/30/22