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Home My WebLink AboutDEARMOUN #2 BLK 2 LT 8Block 2 • 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 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP241207 Work Type: Septic Upgrade /!v( r+IqL Tax Code Number: 01840137000 Site Legal Address: DEARMOUN #2 BLK 2 LT 8 G:2935 Site Mailing Address: 13900 Schubert CIR, Anchorage Owner: SCHROEDER JOSHUA & REBEKAH Design Engineer: FORGE ENGINEERING This permit is for the construction of: 21 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date: 7/30/2024 7/30/2025 Lot Size in Sq Ft: 29658 Total Bedrooms: .3-- ❑ 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 By: —_ T" orl C, Date: _ Issued By: L Date: �2� UTE E E R I N G September 25, 2024 c Y PO BOX 240773 ANCHORAGE. AK 44524 522-7773 677-7766 (FAX) FORGECIVIL.COM MOA Development Services, On -Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Dearmoun #2, Block 2 Lot 8 — NHN Schubert 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 septic system. The attached site plan identifies the location of the home as well as the existing community well reserve, septic location and alternate site. The ground surface on the lot slopes steeply on the southeast side of the lot, but the slopes even out on the southwest side and are much milder. It is in that flatter 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. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The new system will be a minimum of 200' from the community well, more than 100' from 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 Community Development Department Development Services Division On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON -SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 018-401-37 Property owner(s) Joshua & Rebekah Schroeder Mailing address 4052 W 89th Court Site address NHN Schubert Circle Day phone (907)764-1670 Legal description (Sub'd., Block & Lot) Dearmoun #2 Block 2 Lot 8 Legal description (Township, Range & Section) Lot Size 29,658 —Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field FX� Initial RX Single Family (SF) (w/wo ADU) Septic Tank FX_1 Upgrade 1-1 Duplex (D) ❑ Holding Tank R Renewal Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ 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. (Signature of property owner or authorized agent) $ Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. 05P?-c-t1207 Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_-'- : - :-'.,:c , t DEARMOU N #2, BLOCK 2 LOT 8 TRACT A 1 j WELL RESERVE SCHUBERT CIRCLE �t � O WATER SERVICE LINE i ROPOSED ;DRM HOME LroT" — — — — — — — — — — — — — — FCO Lu 200' WELL RESERVE RADIUS 2C0 L TH�#1 LOT F , TH# M p ' CO ----- --------------- ALTERNATE SITE CAT III -- 25' LONG x 5' WIDE, 0.5 (2) 50' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH EFFECTIVE DEPTH ABSORPTION ABSORPTION TRENCH TRENCH DEARIVIOLIN ROAD '.. ENGiNEE0.1NG LEGEND Q" •""'`�1�, CO - CLEANOUT * 49 TM .*fr SEPTIC PLAN 2CO - DOUBLE CLEANOUT Ay ,,, •i^!,,,,,,� FCO- FOUNDATIONCLEANOUT f � ,� —, • FS - FLOW SPLITTER VALVE f MH - MANHOLE Benja i Schiller �� F'• CE 2592 ��i 0 40 80 MT - MONITORING TUBE m c�Jl •. 11no2a ,.••(�� FEET ti�iF�PROFESSION��.� SV - SEPTIC VENT 1N_ — TH -TEST HOLE DEARMOUN #2, BLOCK 2 LOT 8 DESIGN FACTORS: SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW 5' WIDE TRENCH SYSTEM PERK RATE: 4 MIN/IN 1250—GAL SEPTIC TANK Cat a APPLICATION RATE: 1.2 GPD/SF 600 GPD / 1.2 GPD/SF / 5' WIDE * 1.00 RED FACTOR [0.5' DEEP] = 100 LF TRENCH REQUIRED (2x 50 LF SPECIFIED) BOTTOM OF TRENCH: T BELOW GRADE FLOW LINE ELEVATION: 2'6" BELOW GRADE nnrwnr ADDITIONAL FILL TO FOR SETTLEMENT 2" FOAM INSULATION GEOTEXTILE FABRIC 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE S 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 E N G I NffRI oF, • ' • • Benja • . Schiller �,�Fc •. CE 1259211/21/2024 �tj��PROfESSIONP��.► � 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? 0.12 1/17/24 1 2 3 4 5 6GM (SILTY SANDY GRAVEL) Professional Engineers Stamp: NO DEARMOUN #2 BLOCK 2 LOT 8 1/17/2024 018-401-37 RED DOG MASONRY 10:14 1 0 16 10:15 10:15 10:17 10:18 10:19 2' OB 0:25 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: J.OPHEIM & M.JAKUBISIN 7 0 16 - NONE 1/24/24 COMMENTS: SITE PLAN 6 0 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 1/17/24 1 0 160:31 7 0 16 6 0 16 1 0 160:34 7 0 16 6 0 16 1 0 160:38 7 0 16 6 0 16 1 0 160:38 7 0 16 6 0 16 1 0 160:42 7 0 16 6 0 16 1 0 160:43 7 0 16 6 0 167 10:20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241207, Curtis Townsend, 07/30/24 SOILS LOG AND PERCOLATION TEST /*:•ATM �* E N G 1 N E E R I N G Benja - Schiller ' • / r, �'F•• CE 12592 LEGAL DESCRIPTION: DEARMOUN #2 BLOCK 2 LOT 8 IFgFOPRO113/24 PERFORMED FOR: RED DOG MASONRY \.o.\\"``� DATE: 11 / 13/2024 PARCEL ID#: 018-401-37 Professional Engineers Stamp: DEPTH TEST HOLE 2� C- (feet) 1'OB 1 2 GW (WELL GRADED GRAVEL) PERC TEST LOCATION 4 5 6 7 GM (SILTY SANDY GRAVEL) 8 -� PERCOLATION RATE: 4.0 (MIN/INCH) 9 1 SITE PLAN 11 12 13 14 15 16 17 18 19 NO WAS WATER ENCOUNTERED? - IF YES rd WHAT DEPTH? 8.0 DEPTH TO WATER AFTER MONITORING 11 /20/24 DATE OF MONITORING TECHNICIAN: M . JAK UB I S I N COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED DATE READING START TIME NET TIME (MINUTES) WgTER � (INCHES) NET DROP (INCHES) 11/13 1 3:42 26:00 11s 716 616 2 4:08 10:00 11s 41s 31s 3 4:19 10:00 11s 4 106 316 4 4:29 10:00 1 1s 3 is 2 is 5 4:39 10:00 11s 31s 21s 6 4:50 10:00 11s 316 21s