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Home My WebLink AboutVALLEY VIEW TERRACE BLK 3 LT 10Onsite File Valley View Terrace Block 3 Lot 10 #050-352-01 MUNICIPALITY OF ANCHORAGE Onsite Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http:/Iwww.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP221213 Work Type: Septic Upgrade Tax Code Number: 05535201000 Site Legal Address: VALLEY VIEW TERRACE BLK 3 LT 10 G.0159 Site Mailing Address: 23949 UPPER TERRACE ST, Eagle River Owner: DANIEL VIRGIL E & JANET Design Engineer: NORTH RIM ENGINEERING This permit is for the construction of: Effective Date: Expirations Date Lot Size in Sq Ft Total Bedrooms: „Cnr s LD J- Ue[�arttnent 7/1 512 02 2 7115/2523 43560 Q Disposal Field 0 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 15.135. 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: Date: 7/15/22 i f Issued By: Date: Zi 6 1 12o 2 Z_ 4 Municipality of Anchorage P.O. Box 196650 i 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 a Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section cn�nt Department * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV221040 COSA#: Permit#:OSP221213 PID#: 050-352-01 Legal Description: Valley View Terrace Block 3 Lot 10 Engineer: North Rim Engineering Applicant: Daniel Virgil Your request for a waiver of the required 20.0 feet horizontal separation from the proposed absorption field to the existing absorption field on Valley View Terrace Block 3 Lot 9 has been approved. The approved separation distance is 16.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the proposed reserve absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................... ■ ............................. ■ 1 Waiver is Granted: X Waiver is not Granted: Date: t rJ Approved by: a6e_C_0_� o'(� 6 Name of Reviewer **** VARIAN C E/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 97734377904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-352-01 Property owner(s) DANIEL VIRGIL Mailing address 23949 Upper Terrace St Site address Same Day phone 694-2437 Legal description (Sub'd., Block & Lot) VALLEY VIEW TERRACE BLK 3 LT 10 Legal description (Township, Range & Section) Lot Size 43,560 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Q Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank 0 Upgrade 0 (D) El Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: - Distance: (o I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. iE�C:E� (Signature of property owner or authorized agent) Permit/Rush Fees: 85% 5 Waiver Fees: 4 a Q 5 Date of Payment: Date of Payment: .� rv, C J r �T Receipt Number: 06 71o� Receipt Number: Permit No. 0S%''�'� 1 a (j Waiver No. a S��9,� 1 D g b GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc ;.�. . TH IM St.. E� INEERING ��' .,CE -sass �a-� ��► 7/15/22 ' SteveEng.com Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221213, Rebecca Carroll, 07/15122 Valley View Terrace B3 L 10 SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is an existing 4 -bedroom, single family home. A new Advantex w/Lift Station/Trench is currently planned; existing tank/trench will be decommissioned per UPC. Neighbor lots are served by septic systems and public water/private wells; there are no conflicts. The topography slopes from north to south as depicted in drawing. A soil test conducted in 2020 reveals SM w/ Gravel, no groundwater encountered. A CAT III application rate of 5 GPD/FTI will be used for the trench. Trench Length = 120 FTI/(5'x 2) = 12' trench, 3' wide, 5' effective depth. 9' total depth. Due to limited area available & slope, a waiver to the neighbor trench is required. Maximum distance from slope & neighbor septic system is maintained with this design. The deep trench for Lot 9 is in excess of 16' to the proposed alternate trench site on Lot 10, but not the required 20'. The soil for both systems has a good percolation rate, only a small portion of the trenches are less than 20'. The advanced system on Lot 10 produces a clarified effluent, close to natural precipitation in quality; therefore the proximity should not be a deleterious factor. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. • New 1500 Gallon Advantex w/Lift Station, 1 AX -20 Filter Pod. • 5' minimum between the tank and trench. I' minimum to property lines tank/trench. • 4' of cover and insulation is required for force main; 2" Minimum thickness for insulation. • Tank & solid pipe must be set on well compacted, stable soil. • 4 inch diameter cleanouts with airtight caps are required I' to 4' from foundation wall, prior to any 90 degree bend in 4 inch line. • All cleanouts must extend to at least ground level. • In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. • Bed to be placed level, minimum of 4' to groundwater, 6' to bedrock. • Drain rock to be 1/I" to 2 '/I" screened. Drain rock to be distributed uniformly. • Force main to be 1.25" Schedule 40 PVC or equal. • Distribution pipe to be 1.25" Schedule 40 PVC w/ 1/8" orifice @ 12" on -center. • Silt barrier (filter fabric) to be installed above the drain rock. • Smeared bed must be raked or scarified before drain rock placement. • The finish grade must be mounded to promote drainage away from trench. • Insulation must be placed over any pipe installed under driveways or parking areas. • Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, • Sewer Service Line is minimum 2% slope. • Septic Tank to be pumped every two years or when required. 0 Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221213, Rebecca Carroll, 07/15/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221213, Rebecca Carroll, 07/15/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221213, Rebecca Carroll, 07/15/22 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and en d into as of this _j Day of of 20 2Z_,. by and between • 71:DA 014- • , her he "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", 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 (AWWTS), described as located at (legal description) d - VAZ1 (' �u� e &A< e 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) v Throughout the term 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 AWWTS 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, adjustment(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 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 AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 `U Owner acknowledges that the Municipality re records of maintenance p tY ma Y request q mance and repairs from the manufacturer's representative or maintenance provider. .� Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the p tY p AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that an sale or transfer of title of the property will not occur without a new g Y P p Y XW__ Certificate of On -Site Systems Approval. Owner agrees g es that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. lJ Owner agrees to maintain remote monitoringof the AWWTS as required b the q Y 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 transferred. 4. Nonwaiver. The failure of the Municipality 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. 5. 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 Anchorage. The laws 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 ® , R) By: 1 (signature) Date: (print name) STATE OF ALASKA TH"I"RD JUDICIAL DISTRICT ) ss. The foregoing instrument was acknowledged before me this day of 20c -L), by L R i N O� ��Y• A: s ��i TARP UBLIC FOR ASKA issfon My Comm ssion expires: c7 a (, NO�'1�RY P LIC �-= UB ..Pot R U 001PALI'My.. /rillHl\ t �Z-�� (signature) Date: (print name) Title: (rev. 05/18/2018) Page 3 of 3 0 40 80 SCALE IN FEET NOTES 1. EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON. 2. THIS DRAWING REPRESENTS A MORTGAGE LOCATION SURVEY PREPARED IN ACCORDANCE WITH THE ASPLS MORTGAGE LOCATION SURVEY STANDARDS. 3. THIS MORTGAGE LOCATION (AS -BUILT) SURVEY IS A REPRESENTATION OF THE CONDITIONS THAT WERE FOUND AT THE TIME THE LOCATION SURVEY WAS PERFORMED AND DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. 4. INFORMATION CONTAINED HEREON SHALL NOT BE USED TO ESTABLISH ANY FENCE, STRUCTURE, OR OTHER IMPROVEMENTS. 5. UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE 11 LIABILITY EXTENT OF THE PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES COLLECTED FOR SERVICES IN PREPARATION OF THIS PRODUCT. LEGEND PROPERTY LINE — — — — — — — GRAVEL DRIVEWAY ---------------- RETAINING WALL DECK EDGE GARDEN EDGE / ❑ METAL POST LJ UTILITY POLE sur SEPTIC VENT WATER WELL / v cwn TELEPHONE PED CONCRETE W Y I m I I m CD �• sur AS-BUILT SURVEY LOCATED WITHIN / v cwn O1Cp O!U GO o O EAGLE RIVER, AK 801 W. FIREWEED LN. #201 ANCHORAGE, AK 99503 SJ, CA (907)274-5257 CoA No. AECC582 DRAWN: MD SCALE: 1"=40 JOB: V.E.DANIEL o z 0 0 0 P�� 0 F q�gs�1l 49TH 1 '. BRADFORD RINCKEYNO. 11299 �o `nlF9 May. 24 2022. •' �JQ�% `l`��•` Pao .� I HEREBY CERTIFY THAT AN ACCURATE SURVEY OF THE FOLLOWING DESCRIBED PROPERTY; VALLEY VIEW TERRACE SUBDIVISION BLOCK 3 LOT 10 x'32 S WAS MADE BY ME OR UNDER MY DIRECT A SUPERVISION AND THAT THE IMPROVEMENTS '5r6' SUPERVISION SITUATED THEREON ARE WITHIN THE v PROPERTY LINES AND DO NOT OVERLAP OR 6 S ENCROACH ON THE PROPERTY LYING ADJACENT TO THE PREMISES IN QUESTION AND THAT THERE ARE NO ROADWAYS, TRANSMISSION LINES OR OTHER VISIBLE EASEMENTS ON SAID PROPERTY EXCEPT AS INDICATED HEREON. 19.23 engineers sur AS-BUILT SURVEY LOCATED WITHIN ell LOT 10, BLOCK 3, VALLEY VIEW TERRACE SUBDIVISION SEC 15, T14N, R1W SM EAGLE RIVER, AK 801 W. FIREWEED LN. #201 ANCHORAGE, AK 99503 (907)274-5257 CoA No. AECC582 DRAWN: MD SCALE: 1"=40 JOB: V.E.DANIEL CHECKED: BJR DATE: 05/10/2022 1 PAGE 1 OF 1