HomeMy WebLinkAboutROSEBERRY HIGHLANDS LT 5Onsite File r 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: OSP251037 Work Type: WellSeptic Renewal Tax Code Number: 05031563000 Site Legal Address: ROSEBERRY HIGHLANDS LT 5 G:0155 Site Mailing Address: 19555 MOUNT MAGNIFICENT CIR, Eagle River Owner: QUINN MICHAEL Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date r; r 17r1mrttncnt Lot Size in Sq Ft: Total Bedrooms: 3/3/2025 3/3/2026 86933 2 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 2 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: �' �' �+- Date: 2 2 Issued By: 1 �-- Date: � � 5 ON -SITE SEPTICMELL PERMIT APPLICATION Parcel I.D. 050-315-63 Property owners) Michael Quinn Construction Day phone Mailing address PO Box 772641, Eagle River, AK 99577 Site address 19555 Mount Magnificent Cir I �' Legal description Roseberry Highlands, Lot 5 Number of Bedrooms 5 Engineering Firm Forge Engineering Building Permit Number Not Applicable nE APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Absorption Field El Initial D Septic Tank I -XI Upgrade n Holding Tank El Renewal El Privy n Well Fx] THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Permit/Rush FeesPL19 Date of Payment: --71--7 Permit No. 05P251037 Waiver Fees: Date of Payment: Waiver No. Distance: February 25, 2025 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Roseberry Highlands L5 – 19555 Mount Magnificent Cir Septic System Permit Dear On-Site Services Engineer: The permit for the construction of a well and septic system on Lot 5, Roseberry Highlands Subdivision has expired. A site visit was conducted and there have been no substantial changes to this lot or to the surrounding area since the permit was originally issued. The current design and permit conditions meet all code requirements. The client has provided an updated plot plan, so we have revised the drawings showing this slightly revised layout. We therefore request the renewal of the permit for the well and septic system on this lot, with the updated drawings. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251037, Curtis Townsend, 03/03/25 February 25, 2025 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Roseberry Highland L5 –19555 Mount Magnificent Cir Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 5-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 toward the west. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Stormwater drainage will not impact this septic system. The new trenches 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 logs, soils lab analysis, 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 OSP251037, Curtis Townsend, 03/03/25 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=50' 25' LONG x 5' WIDE x0.5' EFFECTIVE DEPTH CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND TH#3 ROSEBERRY HIGHLANDS, LOT 5 FEET 0 50 100 ≥10' NOTE: NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. Feb 25, 2025 5- B D R M HOM E TH#2 1250 1255 1260 1265 1270 1275 1280 1285 1290 1295 1300 1305 1310 1245 1240 2500-GAL ADVANTEX TANK W/ 2x AX-20 PODS 2CO CO CO MT PROPOSED WELL ALTERNATE SITE: SUBDIVISION TEST HOLE 10/24/11 EXTENT OF MOUND TH#1 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251037, Curtis Townsend, 03/03/25 ROSEBERRY HIGHLANDS SUB, LOT 5 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 Feb 25, 2025 DESIGN FACTORS:SYSTEM REQUIREMENTS: 750 GPD PEAK FLOW PERK RATE: <1 MIN/IN APPLICATION RATE: 6 GPD/SF 5' WIDE TRENCH 2500-GAL ADVANTEX TANK W/ 2x AX-20 PODS BOTTOM OF TRENCH: 2.0' BELOW GRADE FLOW LINE ELEVATION: 1.5' BELOW GRADE TOP OF TRENCH: 1.0' ABOVE GRADE 750 GPD / 6 GPD/SF /5' WIDE * 1.00 RED FACTOR [0.5 EFF.] = 25 LF TRENCH REQUIRED (25 LF SPECIFIED) 1'-6" 6" 2' DRAINFIELD ROCK MOA APPROVED SAND 2" FOAM INSULATION 5' 4" PERFORATED PVC (HOLES DOWN) 1' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251037, Curtis Townsend, 03/03/25 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: TEST HOLE 1 SLOPE SLOPE SITE PLAN DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) J.Millette DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING: IF YES @ WHAT DEPTH?n/a <1 6 3 4 --- 1 2 3 4 5 6 GP (POORLY GRADED GRAVEL) Professional Engineers Stamp: no dry 9/23/21 Roseberry Highlands Lot 5 9/10/2021 050-315-63 Hultquist Homes 9:151 2 3 4 5 6 0 - 60 16 9:17 9:19 9:21 9:23 9:25 OB < 1 Benjamin Schiller CE 12592R EGISTEREDPROFE S S I O N ALENGINEERMay 5, 2021 60 16 < 1 < 1 < 1 < 1 < 1 0 - 60 16 60 16 0 - 60 16 60 16 0 - 60 16 60 16 0 - 60 16 60 16 0 - 60 16 60 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211419, Deb Wockenfuss, 10/13/21 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: TEST HOLE 2 SLOPE SLOPE SITE PLAN DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) J.Millette DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING: IF YES @ WHAT DEPTH?n/a <1 6 3 4 9/13 1 2 3 4 5 6 GP (POORLY GRADED GRAVEL) Professional Engineers Stamp: no dry 9/23/21 Roseberry Highlands Lot 5 9/10/2021 050-315-63 Hultquist Homes 9:001 2 3 4 5 6 0 - 60 16 9:02 9:04 9:06 9:08 9:10 OB < 1 Benjamin Schiller CE 12592R EGISTEREDPROFE S S I O N ALENGINEERMay 5, 2021 60 16 < 1 < 1 < 1 < 1 < 1 BED ROCK 0 - 60 16 60 16 0 - 60 16 60 16 0 - 60 16 60 16 0 - 60 16 60 16 0 - 60 16 60 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211419, Deb Wockenfuss, 10/13/21 SEILS LOG - PERCOLATI❑N TEST 01ri'kAm- E[�Y-1:'NEERING Performed For; Rick Besse Date Performed: 10/24/11 Legal Description: Roseberry Highlands New Lot DEPTH (FEET) Organic SM Silty Sand W/ Low Silt W/ Gravel Refusal See Location Drawing Slope < 25% Groundwater? No Depth none Water Depth Af ter Monitorinq, None Date; 10/31/11 # Date Gross Time 8 - Depth V 3 - 10/24 0 4 _ 3' -- 5 - 10/24 10 10 mir. 8` 6 - 3 10/24 7 - -- 3` 8 - 4 10/24 9 - 10 mir. 8" 10 - - 5 10/24 11 12 - -- 3" 13 - 6 10/24 14 - 10 Mir, 8" 15 - 7 1 10/24 16 - -- 3" 17 - 8 10/24 18 - 10 mi 19 - 9 10/24 20 - -- 3' Organic SM Silty Sand W/ Low Silt W/ Gravel Refusal See Location Drawing Slope < 25% Groundwater? No Depth none Water Depth Af ter Monitorinq, None Date; 10/31/11 # Date Gross Time Net Time Depth Net Drop 1 10/24 0 -- 3' -- 2 10/24 10 10 mir. 8` Y 3 10/24 12 -- 3` -- 4 10/24 22 10 mir. 8" 5" 5 10/24 25 -- 3" -- 6 10/24 35 10 Mir, 8" 5' 7 1 10/24 37 -- 3" -- 8 10/24 47 10 mi 5' 9 10/24 50 -- 3' -- 10 10/24 60 10 mi 5" 21 - Percolation Rate 2 min./inch Perc Hole Diameter 6" Test Run Between 3' and 4' Comments, Presoaked Performed By NorthRiri Eng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE DATE: 10/31/11 '��� °Fi NOR THRIAM TESTH❑LE LOG ENGINEERING *.. ...�....* GELITECHNICAL TH 1 Roseberry Highlands PO Box 770724 dirt Fogle Ribs, Afaska 99577- New L o t i0/31/11rw 307.694. 7028 ��� � New Lot CSS 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: OSP211419 Work Type: WellSeptic Initial Tax Code Number: 05031563000 Site Legal Address: ROSEBERRY HIGHLANDS LT 5 G:0155 Site Mailing Address: 19555 MOUNT MAGNIFICENT CIR, Eagle River Owner: HULTQUIST HOMES Design Engineer: FORGE ENGINEERING This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date nlcnr G �� S f' Department 10/13/2021 10/13/2022 Lot Size in Sq Ft: 86933 Total Bedrooms: A 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 CC* 1ncreo,sA Ae- f,,,6,r oS bJf00m5 -to 5 �zz. h C-6tvlc e J to U1 h'l l Z e 4/a")tex . �DNk'-j ' Veronica Pope FORGE 2021.10.13 Received By:�` 13:19:38 -08'00' Issued By: _ �(/ Date: Date: Z A U77 OEC' HC HOPI' GFF Community Development Department F 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. 050-315-63 Property owner(s) Hultquist Homes Inc Day phone 907-310-2501 Mailing address 12570 Old Seward Hwy Ste 204, Anchorage, AK 99503 Site address 19555 Mount Magnificent Cir Legal description (Sub'd., Block & Lot) Rosberry Highlands Sub, L5 Legal description (Township, Range & Section) Lot Size 86,933 Sq. Ft. Number of Bedroom q APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (E all that apply) Absorption Field ❑x Initial R Single Family (SF) ❑x ADU) Septic Tank x❑ Upgrade El(w/wo (D) ❑ Holding Tank ElRenewal ElDuplex 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. I further certify that this is in accordance with applicable Municipal Codes. v (Signature of property owner or authorized agent) Permit/Rush Fees: OgZD Date of Payment: Receipt Number: 00?37D Permit No. 05e2-1 N 1 2� Permit App__- ::'-.,:c Waiver Fees: Date of Payment: Receipt Number: Waiver No. VE -111. irlivA -r- AIvv KErAtx AUKS-LIvtLiv1 THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this 11'4"" Day of CSL+V U� of ?0 22. by and between /lC` G• herein the "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 11 Owner to utilize and operate an Advanced Wastewater Treatment System (AWW'I'S), described as Advantex System located at (legal description) Roseberry Highlands Lot 5 2. Maintenance, .Repairs and Altet•ations. (Owner is required to read, understand and initial each section) ra Throughout the tern of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturers representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipments approval for operation in the Municipality. 61)V— 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 5600). 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. Gf� Owner acknowledges that regular- maintenance of an AW'WTS 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 6 Owner acknowledges that the fine for failing to maintain and repair an AV7_V%TS may be assessed in accordance with AMC 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. zq � Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval, Coj Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWVITS vendor/installer and approved by the Municipality are the governing guidelines for the construction; maintenance and repair of the Owner's AWttvTS. 64Dd Owner agrees to maintain remote monitoring of the AWWTS as required by the 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. 'tions}xaiver. 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 Wray 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. ?.SeverabiIity. Any provisions of this Agreement deczeed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of. the Agreement. (rev. 05,/18/2018) Page 2 of 3 Ly• - ri-v"- - �nxbuauu�� La��. 1"T CUG�� I 11� vv&t (print Warne) STATE OF ALASKA ) ss. THIRD IUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this <<nay of �(r�tU�i2v- 202Z , by �J 1 A63i NATE OF . AS`XA � { e.r NOTARY PUBLI F R ALASKM NOTARY PUBLIC -': My Conunission expires: 5 2Z ZQZ - Ashlee LaVigne MUNICIPALITY: BY W LLZ (signature) (print name) (rev. 05;18/2018) Date: Zo A L ZZ Title: Page 3 of 3