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Home My WebLink AboutSKYWAY PARK ESTATES BLK 1 LT 4Skyway Park Estates #019- 141-06 Development Services Department Building Safety Division _ a�H� On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Mark Begich Anchorage, AK 99507 Mayor www.muni.org/onsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: C 1 Parcel Identification Number: O1� - 1 y 1 06 Legal Description `� Property Owner Name & Address: S e_ 01�-. uvyn,P- il7_1 DtJ t [w,A v -d. 4 u Pump Installation Date: q Pump Intake Depth Below Top of Well Casing: SO feet Pump Manufacturer's Name: K y d j ce ac,_(� Pump Model: V S )I Pump Size 117 hp Pitless Adapter Burial Depth: /0 feet Pitless Adapter Manufacturer's Name: A/, C? Pitless Adapter Installer: bt,/& �Yes Well Disinfected Upon Completion? No Method of Disinfection: Comments: Pump Installer Name: Mu �/G Ua� : ANCHORAGE WELL & PUMP SERV. 330 EAST 76TH AVENUE ANCHORAGE, AK 99518 PHONE: 907-243-0740 AW PS.CO M Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 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: OSP241395 Work Type: Septic Upgrade Tax Code Number: 01914106000 Site Legal Address: SKYWAY PARK ESTATES BLK 1 LT 4 G:2729 Site Mailing Address: 1121 OLD KLATT RD, Anchorage Owner: WYATT KRISTY Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date Lot Size in Sq Ft: Total Bedrooms: 12/12/2024 12/12/2025 38250 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 ared oseCl don the same da or� b. Covered -,sealed, and heated to preve t fre ung Special Provisions: • Prior to construction, the edge of the seepage pit is to be located to ensure that the required separation is met. Received -By: 1— r,�,tAeA -fz) A0 f4 e- Date: Issued By: Date: 01 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 019-141-06 Property owner(s) Scott Wyatt Day phone Mailing address 1121 Old Klatt Rd, Anchorage, AK 99515 Site address 1121 Old Klatt Rd, Anchorage, AK 99515 Legal description Skyway Park Estates Block 1 Lot 4 Number of Bedrooms 3 Engineering Firm Forge Engineering Building Permit Number Not Applicable Fk APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Absorption Field E Initial ❑ Septic Tank El Upgrade E Holding Tank ❑ Renewal ❑ Privy ❑ Well ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: Permit/Rush Fees: J Waiver Fees: Date of Payment: Date of Payment: Permit No. Waiver No. December 4, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Skyway Park Estates Block 1 Lot 4 – 1121 Old Klatt Rd Septic system design Dear On-Site Services Engineer: The owner of the above lot has an undocumented septic system, which is within the 100’ well radius. We are submitting this permit application for the construction of a new septic system. The attached site plan identifies the location of the home as well as the proposed septic location. 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 moderately in the southeast corner of the lot, between 15- 25%, but more mildly toward the north. The lot is relatively flat in the area of the septic, around 7%. There is one short drop in the yard of 30% about 40’ north of the trench, but it is only a drop of 5’ high and thus meets the separation distance of 15.65.210.B.1.e. There are no other slopes greater than 25% within 50’ of the 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. Please refer to the attached test hole log, plan and section 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 OSP241395, Deb Wockenfuss, 12/12/24 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=40' 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 TH#1 SKYWAY PARK ESTATES, BLOCK 1 LOT 4 FEET 0 40 80 SEPTIC PLAN 12/4/24 3-BDRM HOME GARAGE EXISTING SEPTIC TANK TO BE DECOMMISSIONED LOCATE AND DECOMMISSION EXISTING ABSORPTION SYSTEM. ENSURE SEPARATION TO PROPOSED SYSTEM DRIVEWAY EXISTING WELL W/ 100' RADIUS PROPERTIES SERVED BY AWWU WATER & SEPTIC PROPERTIES SERVED BY AWWU WATER & SEPTIC PROPERTIES SERVED BY AWWU WATER & SEPTIC PROPERTIES SERVED BY AWWU WATER & SEPTIC 5' UTILITY EASEMENT 10 ' U T I L I T Y E A S E M E N T 10 ' U T I L I T Y E A S E M E N T NEIGHBORING WELL 100' RADIUS WELL 100' RADIUS OUTSIDE VIEWPORT 115 110 105 100 95 90 85 NEW 1000 GAL SEPTIC TANK W/ 20" WAY NEW 48' LONG x 3' WIDE, 6' EFFECTIVE DEPTH ABSORPTION TRENCH 2CO COMT CO MT >12' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241395, Deb Wockenfuss, 12/12/24 SKYWAY PARK ESTATES, BLOCK 1 LOT 4 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 3' 6" 2'-6" 6' DESIGN FACTORS:SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW PERK RATE: 7.0 MIN/IN APPLICATION RATE: 0.8 GPD/SF DEEP TRENCH SYSTEM 1000-GAL SEPTIC TANK BOTTOM OF TRENCH: 9' BELOW GRADE FLOW LINE ELEVATION: 3' BELOW GRADE 450 GPD / 0.8 GPD/SF / 6 DEEP / 2 SIDES = 46.9 LF TRENCH REQUIRED (48 LF SPECIFIED) GEOTEXTILE FABRIC 6" 12/4/24 PROVIDE ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241395, Deb Wockenfuss, 12/12/24 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? 7.0 11/18 1 2 3 SM (SILTY SAND MIX) Professional Engineers Stamp: NO SKYWAY PARK ESTATES, BLOCK 1 LOT 4 11/18/24 019-141-06 NELL WALL 10:50 1 0 16 11:20 11:51 3' OB/FILL 30 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: M. JAKUBISIN 5 8 16 - DRY 11/27/24 COMMENTS: SITE PLAN 4 8 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 12/4/24 1 0 1630 5 4 16 4 4 16 1 0 1630 5 4 16 4 4 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241395, Deb Wockenfuss, 12/12/24 Lot 2 Lot 5 / Lot 6 / WOODEN FENCE / EAST 150.00' x x x_x x 5' EASEMENT CHAIN–LINK FENCE x �• ••.- 10' EASEMENTS x Lot 4 Iq L0 38,250 SJ. M x '0 11�SEPTIC I x 0 PIPES I N LEAN-To EAN o "o 2 Lot 3C x N ft�o � Ul Z \ 0 12.5' 36 2 N. O N. 36.2 GARAGE ' 2 N / 3.1 x 17.3' CANT 3.5' CANT \ 2 STCRY / 2q.2 RESIDENCE � x 1 ASPtfACr PAVEMENT; 2a2 46.3' x S WELLCANT I O pFLO 00 PORCH x — N / N W27'30 ' W VQ. 94' L=139. 39' R=6729. 60' / o \ If OLD KLATT ROAD PLOT PLAN ___ AS BUILT _X_ SCALE _ 1__= 50__ GRID _ SW 2729 Project No. J2 4=1 8 616 1 P.O. Box 210005 Lang & Associates, i n C Anchorage, Alaska 99521-0005 �0000p0 nat Professional Land Surveyors jonat 522-6han®Ian976surve y com C)F gCooa44 '9s ken®langsurvey.com ovP . 00 I hereby certify that I have surveyed the following described property: LOT 8, BLOCK 2A, MCWILLIAMS SUBDIVISION (Plat No. P-3058) 0.... Q "" ""•' ............ Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that Q no improvements on the property lying adjacent thereto encroach on the surveyed that there �' • "JO AT N .. LANG .. premises and are no roadways, transmission lines or other visible easements on said property except as indicated hereon. O �7�2, S1i � ,� Dated this the _ (f Day of�� g 2-�T at Anchorage, -----------� -- LS -9944. • ' 0 Alaska''' N0o �40 It is the OFE'SSI0NA1- �o �Opppoo� responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. State of Alaska AECC963