HomeMy WebLinkAboutMOUNTAIN VALLEY ESTATES BLK 2 LT 7Mountain Vail y Estates Block 2 L. ot 7 #050- 641 - 14 On-Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP131059 Tax Code Number: 05064114000 Work Type: Septic Permit Effective Dates: May 01, 2013 to May 01,2014 Design Engineer: ANDERSON ENGINEERING Subdivision: MOUNTAIN VALLEY ESTATES Site Legal Address: MOUNTAIN VALLEY ESTATES BLK 2 LT 7 G:0658 Owner/Address: MICHOU GARY W & CYNTHIA 3565 TRIBANKS ST JENA LA 713426513 Site Mailing Address: 4616 BIRDSONG DR, Eagle River Lot Size in Sq Ft: 48407 Total Bedrooms: 3 epartment This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must 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 must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: k~. = , - ~ ¢~* ~ ¢ ,~ J Date: Issued By: Date: Municipality of Anchorage P.O. Box 196650 · 4700 Elmore Road Anchoracle, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997 http:llwww.muni,orqlOnsite Development Services Division On-Site Water and Wastewater Proqram Department **** VARIANCE/WAIVER REVIEW **** Waiver& OSP13t060 COSA#: Permit#: OSPt31059 PID#: 050-641 -t4 Legal Description: Mountain Valley Estates Block 2 Lot 7 Engineer: Anderson Engineering Applicant: Gary and Cynthia Michou Your request for a waiver of the required I0 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 4 feet from the north property line and 7 from the east property line. This waiver approval applies to the proposed 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. [] The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. [] Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. [] Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted.' Date'. ~'/g'¢.~ Approved by: .~Na~me~o~fR~e~ Rec~: 03035G Amount: $200.00 Date Paid:4118/13 **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343~7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-641-14 Property owner(s) Gary & Cynthia Michou Mailing address 3565 Tribanks Street, Jena, LA 71342 Day phone Site address 4616 Birdsong Drive Eagle River, AK 99577 Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section). Mountain Valley Estates, Block 2, Lot 7 Lot Size 48,407 .Sq. Ft. Number of Bedrooms Three APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([~ ali that apply) Absorption Field [] Initial [] Single Family (SF) [] (w/wo ADU) Septic Tank [] Upgrade [] Duplex (D) [] Holding Tank [] Renewal [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Lot Line Waiver Dis tance: 4'N 7'E I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: 0~O'~ ~-~ Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. ANDERSON ENGINEERING P.O BOX 240773 ANcHoRAGE, AK 99524 522-7773 677-7766 (FAX) April 18, 2013 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 7, Block 2, Mountain Valley Estates Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 7, Block 2, Mountain Valley Estates Subdivision intends to upgrade the existing septic system on the lot to serve the three-bedroom home currently in place. We are therefore requesting a permit be issued to construct the septic system to serve the home. The available area for the septic system is limited by the presence of the well on the lot. In addition soil conditions on the lot indicate deep organic deposits and groundwater elevations close to the surface which make it difficult to place a conventional septic system. We therefore propose to place an Advantex Treatment System on the lot to provide the most effective treatment of the septic effluent prior to discharge into the surrounding soil strata. The location of the absorption system is shown on the attached Site Plan. Drainage patterns are also shown on the plan and will be modified somewhat as a result of the proposed construction. The test hole placed on this lot in the area of the absorption system revealed silty gravel with some sand (GM). The percolation rate in the materials encountered was between 6 and 15 minutes per inch. Groundwater was found at 5' below the surface and remained there during the monitoring period. Our design provides for the bottom of the absorption beds to be at 1' below the ground surface. We are therefore proposing to place a three-bedroom Advantex Treatment System. The absorption system will be 2 - 8' long x 8' wide beds for a total of 128 square feet of absorption area. The distribution line in the trench will be placed at .5' below the existing ground level, A minimum of 2' of fill and 2" of insulation will be placed above the bed and 4' over the septic tank to meet Municipal Code and prevent freezing. The side slopes of the mound will be at 2:1 and extensive landscaping and fill will be required to insure positive drainage away from the finished mound. The ground surface of the lot slopes from the east to the west at gradual slopes. The Lot 7, Block 2, Mountain Valley Estates April 18, 2013 Page Two bed will be constructed parallel with the contours of the slope as much as possible in conformance with Municipal requirements. All components of the new septic system will be constructed a minimum of 100' from any surface water and 100' from the well currently in place on the lot. No conflicts exist between the existing well and septic system and those in the area. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments X E ~ V 4× LOT 7, BLOCK 2, MOUNTAIN VALLEY ESTATES DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom Home Shallow Absorption Bed System Perc. Rate: 6-15 Min./Inch Advantex Treatment System Application Rate: 4 GPD/SF 1' Total Drainfield Rock 3 Bedrooms * 150 GPD/Bedroom = 450 SF Absorption Area 450 SF/4 GPD/SF = 112.5 SF Absorption Area or 2 - 64 SF Absorption Beds THEREFORE: Construct 2-8' Long x 8' Wide Absorption Beds at the Location Shown on the Site Plan. Flow Line for the Beds to be Placed .5' Below the Existing Ground Surface. Place 2" of Insulation Over the Beds and 2" of Backfill. Remove Existing Peat and Organics to Underlying GM Soil. Replace with Clean Coarse Sand Meeting the Municipal Specification (Attached). Maintain 100' Separation From All Private Wells in the Area. Place 6" Topsoil and Revegetate Mound 1 / 2' Cover (Minimum) 6" © ~ ~ (Min.) ~ 2 2' 4' 2' I I ~ I 2" Insulation and xtile Fabric 1" Perforated PVC (Holes Down) 3/16" Holes @ 1' Spacing Drainfield Rock Coarse Sand See Specification TYPICAL ABSORPTION BED SECTION ,,;?A~,,,,,, -- - ~ -- ~;,~,%...,¢..,....,~/~-%...,~; NOTE: Grade Area Over Trench to Dra~n Away. ~ ~ / - . , , ~ : 49th Minimum 6 Separation From Bedrock. ,.....~ .............. ~ ............ ~....& ....~ Minimum 4' Separation From Groundwater. ~ Minimum 100' Separation From Wells in the Area. ~?"G~;;;~';:';;;;;;~;'"~:~ Minimum 100 Separation From Sudace Water or Streams ~k No c~4~ A700 DEPTH (feet) 1 2 3 4 6 7 8 9 11-- 20 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT ELMORE ROAD ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST ] LEGAL DESCRIPTION: hITN. VALLEY ESTATES, BLOCK 2, LOT 7 PERFORMED FOR: ALISON JONES DATE: IO/I 1/12 PARCEL ID#: RT/OG PROJECT No.: TECHNICIAN: SILTY GRAVEL W/SAND BOH A. HARALA SLOPE WAS GROUND WATER ENCOUNTERED? YES IF YES ~. WHAT DEPTH2 5' DEPTN OF WAFER AFTER MONITORING: 5' L DATE OF MONITORING: 10/18/2012 E SITE PLAN SEE SITE PLAN DEPTH TO DATE READING GROSS TIPIE NET TII'flE WATER NET DROF (HINUTES) (HINUTES) (INCHES) (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 10/11 I 13:31 1.62" 2 14:01 30 4.75" 3.13" 3 14:02 1.75" 4 14:32 30 5.00" 3.25" 5 14:33 1.75" 6 15:03 30 5.00" 3.25" PERCOLATION RATE: 9.3 (MIN/INCH) PERC. HOLE DIA. 8 fINCHES) TEST RUN BETWEEN: 2 FT. and 3 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, BENJAMIN SCHILLER, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES iN EFFECT ON THIS DATE: 10/26/2012 ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) April 18, 2013 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Lot 7, Block 2, Mountain Valley Estates Separation Distance Waiver Absorption Bed to Lot Line Dear On Site Services Engineer: Very little area is available for the septic system upgrade on the subject lot due to the location of the existing well and the presence of deep peat deposits. An Advantex Treatment System will be constructed on the lot with the effluent discharged to absorption beds constructed 4' from the north property line and 7' from the east property line. Placement of the beds in this area will have no adverse impact on the wells or septic systems in the area. We therefore recommend a waiver be issued to allow placement of the beds at 4' from the north property line and 7' from the east property line. Sincerely, Michael E. Anderson, P.E. MUNICIPALITY F ANCHORAGE V I, Development Services Department - Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 050-641-14 Expiration Date: V Gxck' 1. GENERAL INFORMATION Complete legal description MOUNTAIN VALLEY ESTATES BLOCK 2 LOT 7 Location (site address) 4616 BIRDSONG DRIVE, EAGLE RIVER AK 99577 Current property owner(s) DUSTIN HATTENBURG & JOSHUA REAM Day phone Mailing address Real estate agent 4616 BIRDSONG DRIVE, EAGLE RIVER, AK 99577 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 5.50 Date of PaymentI th$1Z 1 Receipt Number 16 31%1830 COSA # 05 G 21 16 7 7 Date: Waiver Fee $ Date of Payment Receipt Number Waiver # Distance: 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY ANCHORAGE AK 99516 Engineer's Printed Name CURTIS HUFFMAN, PE Date 11/17/2021 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any estimate of how long a system will function satisfactory �®��'• • •• • !� for current or future occupants or guarantee that no unseen encroachments, deficiencies or g• discrepancies exist can be given by First Water Consulting & FWGS *' � Piz H •�• (� .. . .... .. ........ 6. DSD SIGNATURE Curtis Huffman. f System #1 Approved for 3 bedrooms ���F9 .,••CE128991 ••.���Aw/17124® System #2 Approved pproved for bedrooms �F�'°ROFESSIONP���'®' Disapproved Conditional approval for bedrooms, with the following stipulations: re 1 01,K)d u;ld; `````���cY of e,rj'Yt; e Co�S7ruC71�pr� 07 a new /UUS 1f °yrs; _�—$N-SITE e rm��f (,<1i%/ �Pe -� = WATER AND �J' f Clo5e dw �i0r U�Lt`e buf%J,` rsm,' s WAST _v -'ATEA o be Ifun ko( I'lease i�qG 0.O C /0 Se lS Pe rmi 4l(1? 212 By: Original Certificate Date: Ne C Z 20 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist Legal Description: MOUNTAIN VALLEY ESTATES B2, L7 Parcel ID: 050-641-14 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA Well log is filed with Onsite (or attached) Date drilled UNKNOWN Total depth UNKNOWN ft Cased to UNKNOWN ft (40’+ PER MOA DOCS) Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 12+ in. Date of flow test for COSA 11/08/2021 Static water level at beginning of test * ft. Well production at time of test 4+ gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate 1.96 mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date of Sample 11/08/2021 Comments *ARTESIAN PLUG B. TANK DATA – NEW TANK Age of tank(s) 8 years Tank type/material ADVANTEX / STEEL Measured operating fluid level in septic tank * Standpipes/foundation cleanout per record drawing Date of pumping 7/29/21* C. LIFT STATION Required maintenance completed* Age of lift station 8 years Lift station material STEEL Comments: *AX MAINTENANCE D. ABSORPTION FIELD DATA Which system tested (date installed) 6/20/2013 ALL standpipes present per record drawing Total measured depth from grade 3.6 / 3.7 ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field Monitor tubes go to bottom of effective. If not, state depth into effective Code-required soil cover over field System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Adequacy test date 11/08/2021 Results Pass For 3 bedrooms Fluid depth prior to test 0 / 0 in Water added 600 / 600 gal New depth 5 / 5 in Elapsed time 15 min Final fluid depth 0 / 0 in Absorption rate 450+ gpd Any rejuvenation treatment (past 12 months) N If yes, enter date Comments/Deficiencies: PROPERTY VACANT <30 DAYS PER REALTOR. TESTED BOTH FIELDS. E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100’ Yes if No **50’+ ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No **50’+ ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Property Line > 5’ Yes if No ft Absorption Field > 5’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No **50’+ ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No **50’+ft Community Wells > 200’ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10’ Yes if No ft Property Line > 10’ Yes if No *4 ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No **50’+ ft If absorption field is under driveway comment below Wells on Adjacent Lots: Private Wells > 100’ Yes if No **50+ ft Community Wells > 200’ Yes if No F. ENGINEER’S COMMENTS *MOA WAIVER. **PER CAT III SEPARATION REQUIREMENTS. TANK IS 10’+ FROM FOUNDATION / PILINGS (FYI - HOUSE IS ON PILINGS). G. ENGINEER’S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. 11/22/21 08/02/2021 07:23 8686770 APLUS PAGE 06 393 071 f ■■S■ no loop on SEEMS on RSI■ ■ � $ w� ■ ■ S M ■ ■ ■ ■ ■ ■ ■ n MM ■ ■ ■ on on on ■ ■ ■RAES■ ■ ■■■■■■ on *lvanTO., IV Field Mallubnanee Report Anchors Tank Annual lnloicIotion 907-272-3543 preperty 4Wner acking it pl 1 (6-9) a0 (2-6) -'2;, Operator Cur Dustin Hattenburg IZ . Larry Betts Previous site Addre. . Corrlace Phone 4616 Birdsong Drive a, Eagle River AK 99577 Bivtube, Filter............ _ _ (907) 655-5555 AX aha Ib p courrty 1D A Phtl A RTU #1UL N Dete 91 Leat Inepeellon AK -131691 OSP131059 1416274 1 RTL)126260 05/1912020 Retrieve O&M Info Daily flow Roelre ratio Timer settings! Perform Field Sampl ng/Observations NTU (15 x NTus) J/f —2— - pl 1 (6-9) a0 (2-6) -'2;, O0da I£ample Tj+pi EJ must - Earthy ❑ Moldy Non -typical ❑ Sulfic i. Cabbage E UBcay Oily film in PVU E .I Yes No Foam In tank E ,I Yes 7NO Check Control Panel 11901rc Amps Ischarge Amps Audible and visual aial -isOIC plal tone (telemetry on I4 ❑Yes /No Inspect/Clean Pump System Comments Signature _ Olean It I Measure Sludge/Scum SlUdfae scum I at Compartment Inspect RisedLld .................II Cur Splice sox ......... . ......... IZ . Float Cords ...... . ... . . ..... Previous Floats ...... . . ............. . Pump ....... . .... ......... Bl9dging/Ponding, onelMinor ❑ Excessive Bivtube, Filter............ _ _ - , . Biatuba Pump Vault ............. Inspect/Clean Oischarge Pump System Recirculating Splittery iIve...... Comments Signature _ Olean It I Measure Sludge/Scum SlUdfae scum I at Compartment Curve Previous Cur obvious 2nd Compartment Cn Previous Cu Previous Inspect/Clean AdvanTex Filter Final Safely Inspection RSV minatalled Ids bolted on Manifold reconnected, flush valvae closed ontrol panel reactly ttdd Sum dry Recommendations �Sys#em parForming; no further action neaded ❑ Tank needs pumping - ❑ Call fpr sorvice ❑ Other? Rate Fax completed form to 1-866.384.7404 Inspect Clean OdorormEl Pungent Laterals/Orlflces Blomat: ormal F__1Excessive Pod Battam I Bl9dging/Ponding, onelMinor ❑ Excessive Intake Vant Inspect/Clean Oischarge Pump System Inspect Inspect Clean FRlser/Lid Floats{ splice Bax Pump Float cards Inspect/Service Other System Components Inspect Clean Inspect Clean disinfection Equipment 'Dispersal Laterals/Orifioea " Observations_ �E ,J)} *-_- Additional Services Rendered l ❑ Cleaned tadile sheets? ❑ Replaced UV Items? ❑ Raplaced/Used other items? Parts Used: W = Warranty, S = Billable (f appropriate saleati4n) W B Item Number 1009criptlon Final Safely Inspection RSV minatalled Ids bolted on Manifold reconnected, flush valvae closed ontrol panel reactly ttdd Sum dry Recommendations �Sys#em parForming; no further action neaded ❑ Tank needs pumping - ❑ Call fpr sorvice ❑ Other? Rate Fax completed form to 1-866.384.7404 Z 0o o =3" Oa10 . = ��W � � 00 c c of D 'D m O C r 3=3> n C�ro n s QQ C O w M � N 0d 3N cu ko N F-° 00 O ro K N ro 0 r3D a. c 3 ro O M m m N rt r+ 0 3 X NO JrC N 0 O=. N to _; N no=3 N CL O N w K O w O c m m D CD W .Oe OM = N N N N N 2�� N N C N = CL - � m O o W 2-a 42 N �^ c O tQ N 2 c (Q (D= O w C1=03 N 3 = CO N ? N O w �O = w 0 N a a Cr w (D C N c�tpm-i w - 0' 0, 0Ercrgm @ 0 c a m m m fD 'O .0 = w 4w y CN CD C• = N 0 O. tD O c w oaQ3 ID •0 h 3•o m 3 m W•3 N m w (DK = 7 N w N Q APP G) DDX_ _ m CD a ((D a'• 0 z y C t0 c p p N of N 1p f0 O N N N 0 N O 00 = w CD m� m � 0' CL N 7 O � w N N ' m w O N C �CD-0 W •=m N .w-za N y 00 3 w N D N �0v �(D to N N O O N � m w � o _ CL w CR (D aD N [) N N � O (D a `= O w (D �. 0. n 0 c�< (Dto 1-7 Q (D -Ihk �• O CD k• (-,, l\= Ln T 'O tri 0 ID ;o `�° a° w O CD n (CD 'T C ro raIP, 1 E=e m 3 tD sCD� O = x 0 ro '0 O ro u � o C O K ro ro = 0 ro w w O K 214.51 REC. S11° 41,22"E 294.79 MEAS. 511 ° 58° 18" I VL _ 6'Z9 cry VQ2 e� o o0 6'£Z 1 qz 066 � l 0.69 1 0+ N / 0\ om n "w 214.59 MEAS. W O /Ny .T1 O CULVERT x14.41 REC' G �R�vE N12°0 - 12°O6° 13"W i� \ ®I g �N 0Rp Zi mw \,�\i�\Ov., MAN :•, A 0�.�1 m 1 0o N 000 m J A \ N \ \ N m \ N VL _ 6'Z9 cry VQ2 e� o o0 6'£Z 1 qz 066 � l 0.69 1 0+ N / 0\ om n "w 214.59 MEAS. W O /Ny .T1 O CULVERT x14.41 REC' G �R�vE N12°0 - 12°O6° 13"W i� \ ®I g �N 0Rp Zi mw \,�\i�\Ov., MAN :•, A 0�.�1 m 1 0o N 000 m VL _ 6'Z9 cry VQ2 e� o o0 6'£Z 1 qz 066 � l 0.69 1 0+ N / 0\ om n "w 214.59 MEAS. W O /Ny .T1 O CULVERT x14.41 REC' G �R�vE N12°0 - 12°O6° 13"W i� \ ®I g �N 0Rp Zi mw \,�\i�\Ov., MAN :•, MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this 0 Day of NOV6M861L. of 20 a I , by and between &NN&114 wtt WL $&W , 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 Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as AN ADVANTEX SYSTEM located at (legal description) MOUNTAIN VALLEY ESTATES, B2, L7 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) p 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. W 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). O 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 AV Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider- VM Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. WO Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. k'Y Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. Owner agrees 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. 04 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. 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 OWNER: By: (signature) Date:. s (print name) STATE OF AICA Ai}a ) Moteq 61 0A4n ) ss. THIRD JUDICIAL DISTRICT ) The foregoin instrument was acknowledged before me thi:- day of 2011 , by WR.0-M eyO NO RV PUBLIC FOR y -?,O C4 FRANCESAMAViSCA My Commission expires: Notary Public- State of Arizona MARICOPA COUNTY '~r a Commission,#554742 Expires September 30, 2022 MUNICIPALITY: By: (signature) 1?P4ecc,k (!,r -Yo [l (print name) Date: 121,2121 Title: (rev. 05/18/2018) Page 3 of 3