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HomeMy WebLinkAboutRIVER HILLS ESTATES LT 4Onsite File MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program 1OIR e n t S PO Box 196650 4700 Elmore Road •� . r ", r Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 n http://www.muni.org/onsite + v i Department On -Site Water & Wastewater System Permit Permit Number: OSP221265 Effective Date: 9/28/2022 Work Type: WellSeptic Initial Expiration Date: 9/28/2023 Tax Code Number: 01716128000 Site Legal Address: RIVER HILLS ESTATES LT 4 G:3138 Site Mailing Address: 15311 SNOW FLAKE CIR, Anchorage Owner: CUSHMAN CHARLES R & KAREN L Lot Size in Sq Ft: 56307 Design Engineer: FORGE ENGINEERING Total Bedrooms: 4 This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 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: • For the IR, please confirm that layer from 6 feet and deeper is not impermeable. Received By: Date: Issued By: ,�" Date:��ZB AZZ Community Development Department 1 Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 017-161-28 Property owner(s) Cushman Charles & Karen Day phone 907-345-4571 Mailing address 4645 Manytell Avenue, Anchorage, AK 99516 Site address NHN Snow Flake Drive, Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) River Hills Est Lot 4 Legal description (Township, Range & Section) Lot Size 56,307 Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field x❑ Initial ❑x Single Family (SF) Septic Tank ❑x Upgrade ❑ (w/wo ADU) (D) Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings Privy ❑ (SF and/or D) Private Well ❑x Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct applicable Municipal Codes. I further certify that this is in accordance with (Signature of property owner or authorized agent) Permit/Rush Fees: 0 Waiver Fees: Date of Payment: 15 I �0 Date of Payment: Receipt Number: 6 `i 3 `� �51� Receipt Number: Permit No. 05 1 a G 5 Waiver No. Permit App_'-'-:. :'-._'c ❑X F. September 6, 2022 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: River Hills Est Lot 4 Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 3-bedroom home on the property, so we are submitting this permit application for the construction of a new well and septic system. The owners intend to build garage as first stage of construction and would like to install the on-site system prior to construction of the home. The attached site plan identifies the location of the garage 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 toward the south steeply, but toward the north the slopes are much milder. It is in that flatter area that the new septic system is located. Elevation markers are shown on the site plan showing the grade and direction of flow. While there are slopes steeper than 25% within 50’ of the system, an attached analysis demonstrates that the effluent will not daylight for over 70’, and so it meets the ‘steep slopes’ provision of the code, with no special justifications needed. Wells on this and adjacent lots are shown. The new system will be a minimum of 50’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is located more than 6’ away. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. Please refer to the attached test hole logs, steep slopes cross-section, 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 OSP221265, Deb Wockenfuss, 09/28/22 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 12592R EGISTEREDPROFES S I O N ALENGINEER4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 5' 6" 6" 3'-6" 2' DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: <1.0 MIN/IN APPLICATION RATE: 6.0 GPD/SF 5' WIDE TRENCH SYSTEM 1500-GAL ADVANCED WASTE WATER TREATMENT SYSTEM BOTTOM OF TRENCH: 4.0' BELOW GRADE FLOW LINE ELEVATION: 3.5' BELOW GRADE TOP OF TRENCH: 0.5' ABOVE GRADE 600 GPD / 6.0 GPD/SF /5' WIDE *1 (RED. FACTOR)= 20.0 LF TRENCH REQUIRED (20 LF SPECIFIED) 8/19/22 GEOTEXTILE FABRIC MOA APPROVED SAND RIVER HILLS ESTATES, LOT 4 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221265, Deb Wockenfuss, 09/28/22 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' 790' 795' 800' 805' 810' 815' 820' 1"=10' RIVER HILLS ESTATES LOT 4 SLOPE CROSS SECTION 530' 535' 540' 545' 550' 555' 560' FEET 0 10 20 46% AN G L E OF EF FL U E N T INF LUE N CE FO R AL T E R N AT E SITE 46 % AN G L E O F EFFL U E N T INF LUE N CE FOR PRI MA R Y SITE 6' Benjamin Schiller CE 12592R EGISTEREDPROFESSIONA LENGINEERSep 13, 2022 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221265, Deb Wockenfuss, 09/28/22 Performed For: Legal Description: 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - Municipality of Anchorage Development Services Department On -Site Water and Wastewater Section 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Soils Log - Percolation Test TRIAD ENGINEERING, LLC Date Performed: 9/9/2020 E1/2, SE1/4, SW1/4 Township, Range, Section: T12N, R3W, SEC 35 Aw 4 TH i . . c- 3, . . t wiinion.i.B�rt2t:�s Depth TP5 (Feet) ORGANIC MAT ORGANIC SILT GRAVEL SILT GRAVEL WITH SILT AND SAND WITH COBBLES AND TRACE BOULDERS WAS GROUND WATEI NOT Gross Time ENCOUNTERED? ENCOUNTERED Net Drop BOH @9.5FT 9/9/2020 s IF YES, AT WHAT DEPTH? NOT L Depth to Water After ENCOUNTERED O Monitoring? ON 9/2/20 p E 6" 9/9120 9/9/2020 Date: 10/30/20 53.52" Site Plan TE_6 1J}r 3d J S?4 i '^� ;, !,y '-�: '"��R�f~'r • L'1 '"7GA'M.91� `3r. t 5874&� _ rases o> _ T a¢ "t .: � TF4� -. wt Reading Date Gross Time Net Time Depth to Water Net Drop 1 9/9/2020 2 MIN <1 MIN. 53.52" 6" 2 9/9/2020 2 MIN <1 MIN. 53.52" 6" 3 9/9/2020 3 MIN <1 MIN. 53.52" 6" 4 9/9/2020 3 MIN <1 MIN. 53.52" 6" 5 9/9/2020 4 MIN <1 MIN. 53.52" 6" 6 9/9/2020 4 MIN <1 MIN. 53.52" 6" PERCOLATION RATE <1 (minutes/inch) PERC HOLE DIAMETER 3" PIPE DIAMETER TEST RUN BETWEEN 3.960 FT AND 4.460 FT COMMENTS THE INFILTRATION TEST WAS PREFORMED IN GENERAL CONFORMANCE WITH THE FALLING HEAD PERCOLATION TEST PROCEDURE OUTLINED IN TABLE 3.9 OF THE EPA ON-SITE EATER TREATMENT & DISPOSAL SYSTEMES MANUAL. 12" OF WATER DRAINED AWAY IN LESS THAN 30 MIN. TWICE SO TEST WAS STARTED. PERFORMED BY CLINTON BANZHAF/SHAE MURPHY I SEE NOTE ABOVE CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 1/11/2021 1VIUNICIPALITY OF AN, CHORAGE ADVANCED WASTEWATER TRE ATMENT SYSTEM MAINTENANCE ANIS REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT. herein the "AGREEMENT" made and entered into as of this a+hDay of �� 6er of 20 ��, by and between 1� S c p1 `�iQ- C&,Aahn-K3,n herein the "OWNER," and the Municipality of Anchorage, herein the ` A/M-NICIPA.LITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein; the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (A\NTV7TS), described as Advantex System located at (legal description) River Hills Est Lot 4 2. Maintenance, Repairs and Alterations. (Ouarer is required to read, understand and initial each section.) Throughout the teirn. of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AW WTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation .in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adiustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality C/ or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AW` ITS reduces the potential %U failure of the system, which could include sewage backup and costly repairs or drainfreld replacement. (rev. 05/18/2018) Page 1 of 3 1 :�C Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. C� Owner acknowledges that the fine for failing to maintain and repair an AVrWTS may be C assessed in accordance with ANIC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. p Owner agrees that any sale or transfer of title of the property will not occur without a new (/1 Certificate of On -Site Systems Approval. kOwner agrees that the AWWTS installation and maintenance requirements as provided by the A)VWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. C Owner agrees to maintain remote monitoring of the AWWTS as required by the �G AWWTS approval. .3 Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transfen•ed. 4. \ onii-aiver. The failure of the N/1unicipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 6. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at A-tichorage. The lacers of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OW By: CGCQl7 signanuie Date: ZT' Zo ZZ ChoAe5 6 Co6rr o � (print name) I4)axe,�L L STATE OF ALASKA ) TIURD MTDICIAL DISTRICT ) ss. The foregoing instrument was acknowledged before me this a day of 20 by( J��rtes OV16 14are+t Lo,)d NOTARY PUBLIC FOR ALASKA ANNA ceolzGlou -My Conunission epires: .J'�,,.3�,?� Notary Public state of Alaska My commission Expires Nov 3, 2024NPRM MUNICIPALITY: By: / (signature) (print name) (rev. 05/18/2018) Date:( g ZZ Title: Page 3 of 3