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Home My WebLink AboutOVERLOOK ESTATES #3 LT 3OVERLOOK ESTATES t;,q S T.AVfflW 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: OSP241195 Work Type: WellSeptic Initial Tax Code Number: 06723116000 Site legal Address: OVERLOOK ESTATES #3 LT 3 G: Site Mailing Address: 27844 WILDE CIR, Eagle River Owner: ARCTIC VALLEY CONSTRUCTION LLC Design Engineer: FORGE ENGINEERING This permit is for the construction of: Q Disposal Field Cif Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date Lot Size in Sq Ft: Total Bedrooms: r- all '.4n h l7eprirrn�z:�nt 7/25/2024 7/25/2025 59440 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 Special Provisions: The Engineer is required to do an additional percolation test prior to 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. :I f _ r Received By: C 5u�� Date: Issued By: Date: _ `l MUNICIPALITY OF Aftf Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 ON -SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 067-231-16 Property owner(s) Arctic Valley Construction LLC Day phone Mailing address 4605 E Palmer-Wasilla HWY STE B #895, Wasilla, AK, 99654 Site address 27844 Wilde Circle, Eagle River, AK, 99577 Legal description (Sub'd., Block & Lot) Overlook Estates #3, Lot 3 Legal description (Township, Range & Section) Lot Size - 59,440 _Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field FX-1 Initial nX Single Family (SF) Septic Tank ❑ Upgrade R (w/wo ADU) Holding Tank D Renewal D Duplex (D) D Multiple Dwellings ❑ Privy 0 (SF and/or D) Private Well IN Water Storage El THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. 0-, (Signature of property owner or authorized agent) q Z4 Permit/Rush Fees: Date of Payment: tozzp-, 'y Receipt Number: Permit No. 05 P 7- y V 9 _s- Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_'-'- : - � July 8, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Overlook Estates #3, Lot 3 – 27844 Wilde Circle Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 4-bedroom home on the property, so we are submitting this permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home as well as the proposed well, septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot slopes from the road mildly toward the back of the lot. It remains flatter in the area that the new septic system is located. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system . The new trench will be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is located more than 6’ away. Please refer to the attached test hole log, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241195, Curtis Townsend, 07/25/24 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=50' CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND OVERLOOK ESTATES #3, LOT 3 FEET 0 50 100 SEPTIC PLAN 7/8/2024 TH#1 1 5' TEG EA SEMENT PROPOSED 4-BDRM HOME WILDE CIRCLE TH#3 DONE BY PANNONE ON 5/18/2020 355 350 345 1250-GAL SEPTIC TANK (2) 60' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCHES MAINTAIN MIN 10' SEPARATION FROM PROPERTY LINE AND FROM FOUNDATION FCO FS CO MT PROPOSED WELL w/ 100' RADIUS 10 ' R .O.W. EASEMEN T10' R.O.W. EA S EM E NT CAT III ALTERNATE SITE 25' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCH 10.0 CO MT CO MT CO MT CONFIRMATION TEST HOLE TO BE DUG PRIOR TO INSTALLATION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241195, Curtis Townsend, 07/25/24 OVERLOOK ESTATES #3, LOT 3 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 DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: <1 MIN/IN APPLICATION RATE: 1 GPD/SF 5' WIDE TRENCH SYSTEM 1250-GAL SEPTIC TANK BOTTOM OF TRENCH: 6' BELOW GRADE FLOW LINE ELEVATION: 5' 6" BELOW GRADE 600 GPD / 1 GPD/SF / 5' WIDE * 1.00 RED FACTOR [0.5' DEEP] = 120' LF TRENCH REQUIRED (120' LF SPECIFIED) 7/8/2024 5' PROVIDE ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 6" 5' 6" GEOTEXTILE FABRIC 6" 2' MOA APPROVED SAND Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241195, Curtis Townsend, 07/25/24 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 START TIME NET TIME (minutes) DEPTH to WATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING WAS WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING IF YES @ WHAT DEPTH? 0.1 6/17 1 2 3 4 5 6GM (SILTY GRAVEL) Professional Engineers Stamp: YES OVERLOOK ESTATES #3 LOT 3 6/17/2024 067-231-16 ARCTIC VALLEY CONSTRUCTION 10:26 1 0 16 1.5' OB 0:10 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: J.OPHEIM 7 0 16 11.5' 11' 6/25/24 COMMENTS: SITE PLAN 6 0 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 6/26/24 10:26 1 0 160:11 7 0 16 6 0 16 10:28 1 0 160:16 7 0 16 6 0 16 10:29 1 0 160:16 7 0 16 6 0 16 10:31 1 0 160:17 7 0 16 6 0 16 10:32 1 0 160:18 7 0 16 6 0 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241195, Curtis Townsend, 07/25/24