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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: 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. September 22, 2021 UTE E E R I N G MOA Development Services, On -Site Water & 4700 Elmore Rd Anchorage, AK 99507 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCI OSP211419, Deb Kbokenfuss, 10V13� PO BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) FORGECIVIL.COM low C,TH' Wastewater Program Awl ... .......... • Benja In Schiller CE 12592 is�F • , 9/22/21 • . '�jt Subject: Roseberry Highland L5 —19555 Mount Magnificent Cir PRpFESStfl�t`� Septic system design �. Dear On -Site Services Engineer: The owner of the above lot intends to build a 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. Stonnwater 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 1240 145 12� 1 1) i l LOT 4 II %/ EXTENT OF MOUND ROSEBERRY HIGHLANDS, LOT 5 CD2 255 2604265 1 70 ��1275 /4280 1;285 1901295 0 �r1305 0 g ' 1 1310 PRO OSEP WELL ` �! LOT (5 \ 4-BDRM HOME 1 1 I TIi#2 Eti iI >i'j Q' I ;� �}' a 2C0 1500 -GAL A'rDVANTEX i I TANK W/ AX -20 POD!`TRACT 8 I \ \ l SUBDIVISION TEST/ HOLE 10/ 4/11 i 1 L H#1 25' LONG x 5' WIDE x0.5' EFFECTIVE DEPTH \ ALTERNATE SITE: TH#3 \ LOT 6\ I �� Ar:'qg TH .............. Benja i Schiller �'FG •. CE 2592 .21. 212x• 80 ,ss ` OTE: �\I. \ { NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE LEGEND PROPOSED SEPTIC SYSTEM CO -CLEANOUT +I� ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2C0 -DOUBLE CLEANOUT PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC FCO -FOUNDATION CLEANOUT SYSTEMS. FS - FLOW SPLITTER VALVE 0 50 100 MH - MANHOLE FEET MT - MONITORING TUBE SV - SEPTIC VENT 1"=50' TH -TEST HOLE ROSEBERRY HIGHLANDS SUB, LOT 5 Co -#---L DESIGN FACTORS: SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW 5' WIDE TRENCH PERK RATE: <1 MIN/IN 1500 -GAL ADVANTEX TANK W/ AX -20 POD APPLICATION RATE: 6 GPD/SF 600 GPD / 6 GPD/SF /5' WIDE " 1.00 RED FACTOR [0.5 EFF.] = 20 LF TRENCH REQUIRED (20 LF SPECIFIED) BOTTOM OF TRENCH: 2.0' BELOW GRADE FLOW LINE ELEVATION: 1.5' BELOW GRADE TOP OF TRENCH: 1.0' ABOVE GRADE 2" FOAM INSULATION 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK MOA APPROVED SAND GE wj� N G I N E E R I N Gl TYPICAL TRENCH SECTION (NO SCALE) /'��,�P'• •' . ,��'+ NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY�,,�-, 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' �� • Benja•'n Schiller • • .% WITH 2" OF INSULATION li� �F'• CE 12592SV 2D. 2022 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER t�liF�FpPROFESSIONP`;=r THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY ��.__ 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 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