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Home My WebLink AboutOVERLOOK ESTATES #2 LT 9OVERLOOK ESTATES #2 Lot 9 67- 231 -08 MUNICIPALITY OF ANCHORAGE On -Site Water& Wastewater Program POBox 1S005O 47VVElmore Road Anchorage, Alaska 995\9-805O Phone: ) 904 Fax: (8O7)343'7887 hup:8vww*.muni.org/onoite On -Site Water & Wastewater System Permit Permit Number: OSP201114 Work Type: VVeUSeotic|nitia Tax Code Number: 06723108000 Site Legal Address: OVERLOOK ESTATES #2LT S G: Site Mailing Address: Owner: ELEGANT HOMES LLC Design EngineerFORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 5/18/2026 5/18/2027 Non -Public Disposal Field 2 Septic Tank El Holding Tank El Privy 10 Water Well F1 Water Storage All construction shall beinaccordance with: 1. The attached approved design. 2. All requirements specified inAnchorage Municipal codChapters 1555 and15G5 andth State ofAlaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) -. The wastewater ---- requires inspections during^the installation.^^The engineer^shall notify the ~~`~'~p'''~''^ Services Department per AMC 15.65. Coodinatewith On -Site staff regarding preferred method. 4. From October 1SboApril 15, m subsurface soil absorption system under construction during freezing weather shall beeither: e. Opened and Closed onthe same day, nr b. Covered, sealed, and heated hoprevent freezing Issued To: FORGE ENGINEERING Date: 5/18/2026 Issued By: Curtis Townsend 5U8/2028 MUNICIPALITY OF ANCHORAGE jw Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 067-231-08 Property owners) Mykola Selyutin Day phone (907) 751-4140 Mailing address 1431 W CATRI NA C I R, WAS I LLA, AK, 99654 Site address NHN Eagle River Road Legal description Overlook Estates #2, Lot 9 Number of Bedrooms 4 Engineering Firm Forge Engineering Building Permit Number i (0 Not Applicable ❑■ APPLICATION IS FOR: APPLICATION IS AN: (® all that apply) Disposal Field M Initial 0 Septic Tank x❑ Upgrade ❑ Holding Tank ❑ Renewal ❑ Privy ❑ Well x❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Permit/Rush Fees: G L. J Date of Payment: Permit No. G-S Waiver Fees: Date of Payment: Waiver No. Distance: May 2025 May 13, 2026 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Overlook Estates #2, Lot 9 – NHN Eagle River Road Septic System Design Dear On-Site Services Engineer: The owner of the above-referenced lot intends to construct a 4-bedroom home on the property. We are therefore submitting this permit application for the construction of a new well and septic system. The attached site plan identifies the proposed home, well, septic system location, and alternate site. No conflicts exist between this proposed system and any existing well or septic system on this lot or adjacent lots. The ground surface on the lot is fairly flat. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Existing contours are shown on the site plan indicating the grade and drainage direction. Stormwater drainage is not expected to impact the proposed septic system. The absorption trench will be constructed parallel to the slope as much as practical. Wells on this and adjacent lots are shown on the site plan. The proposed system will maintain a minimum 100-foot separation from all wells and surface water. The septic tank will maintain a minimum 5-foot separation from the absorption system, and the alternate site is located more than 6 feet away. Please refer to the attached test hole log and plan/profile sheets for additional septic design information. If constructed as designed, the proposed system is not expected to adversely impact adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP261114, Curtis Townsend, 05/18/26 ALTERNATE SITE Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=50' EXISTING SEPTIC SYSTEM 1250-GAL SEPTIC TANK CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND 2CO MT TH#1 OVERLOOK ESTATES #2 LOT 9 FEET 0 50 100 FCO EAG L E R I VER R O A D SEPTIC PLAN 5/13/26 CO 10' UTILITY EAS EME N T (2)60' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCHES w/ 2' SAND FILTER MT CO MT CO MT CO FS 4-BDRM HOME LOT 8 WELL RADIUS PROPOSED WELL 410 410 420 425 435 440 445 450 455455 415 420 425 430 435 440 445 450 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP261114, Curtis Townsend, 05/18/26 OVERLOOK ESTATES #2 LOT 8 TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: <1 MIN/IN APPLICATION RATE: 1.0 GPD/SF 5' WIDE TRENCH SYSTEM w/ 2.0' SAND FILTER 1250-GAL SEPTIC TANK BOTTOM OF TRENCH: 4' BELOW GRADE FLOW LINE ELEVATION: 3.5' BELOW GRADE 600 GPD / 1.0 GPD/SF / 5' WIDE * 1.0 RED FACTOR [0.5' DEEP] = 120 LF TRENCH REQUIRED (120 LF SPECIFIED) GEOTEXTILE FABRIC 5/7/26 PROVIDE ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT 6" 5' 2' 6" 3' MOA APPROVED FILTER SAND Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP261114, Curtis Townsend, 05/18/26 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEPTH (feet) TEST HOLE 1 DATE READING NET TIME (minutes) DEPTH to WATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING DEPTH TO WATER AFTER MONITORING 0.82 5/7/26 1 2 3 4 5 6GM (SANDY GRAVEL) Professional Engineers Stamp: OVERLOOK ESTATES #2, LOT 9 5/7/26 067-231-08 ELEGANT HOMES 2 0 16 0.5' OB 4:55 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: JARED EARLS 8 0 16 NONE 5/14/26 COMMENTS: SITE PLAN 6 0 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED EXCEPT WHERE NOTED. 5/7/26 MOISTURE NOTED AT TIME OF DIGGING?NO 2 0 165:00 8 0 16 6 0 16 2 8 164:56 8 8 16 6 0 16 2 0 164:56 8 0 16 6 0 16 2 0 164:55 8 0 16 6 0 16 2 0 164:55 8 0 16 6 0 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP261114, Curtis Townsend, 05/18/26