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HomeMy WebLinkAboutPALATERRA ADDN 2 LT 1Onsite File • 2 Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221068 PID Number: 017-151-25 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: 0 New ❑ Upgrade Name Colony Builders Inc. & Torr Sons LLC ABSORPTION FIELD ❑ Deep Trench Q Wide Trench El Bed E] Mound Site Address 13311 De Palatis Cir ❑ Other Phone 907-345-0371 Fber of Bedrooms 4 Soil Rating Total depth from original grade 1.0 GPD/SF 9.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 5.0 Ft. Gravel depth beneath pipe 4.0 Ft. Subdivision Block Lot Palaterra Addn 2 1 Fill added above original grade 1.2 Gravel length Township Range Section Ft. 60 Ft. Gravel width 5.0 Ft. Beds: Number of Lines N/A Distance between lines NIA SEPARATION DISTANCES To Septic Absorption Holding Sewer Lift Station Total absorption area Number of trenches Ft. Dist. between trenches From Tank Field Tank Line 600 Ftz 1 N/A Ft. Well >50' >50' N/A N/A >25' TANK ❑ Septic ❑ S.T.E.P. ❑ Holding 9 Other Manufacturer Orenco Advantex Capacity 1500 Gal. Surface Water >50' >50' NSA N/A Material Number of compartments Lot Line >5' >10' N/A N/A NA Plastic 2 Foundation >10' > 10' N/A N/AJ LIFT STATION Manufacturer _ Capacity Remarks Orenco 250 Gal. Alarm location Garage Electrical installed by Frontier Electric Installer PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield BTH Construction Drainfield D3034 Co/MTD3034 Inspector L,Tidwell BENCH MARK (Assumed elevation)100 ft Inspection dates: vt 11/30/22 2nd 11/30/22 Location and description 3rd 12/1/22 4'h 12/1/22 Bottom Of Siding ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: DateAV CO 49 Septic System ri YBenjarr"n,�chiller f �F� • CE 12592 •`�.�� Approved Date20 Z 3 + 'slF • 12/13/22• •'�� Note: this approval does not include well permit requirem#ts �.-FESSION�, (RAN/ n5m7I1 R1 Benjamin Schiller CE 12592R E GISTEREDPROFES S I O N A LENGINEER1"=50' 1500-GAL ADVANTEX TANK W/ AX20 POD CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND PERMIT # OSP221068 PID # 017-151-25 PALATERRA ADDN 2, LOT 1 A B FCO 24.0 MH1 28.6 MH2 25.9 A B MT1 55.0 MT2 44.6 16.4 21.5 27.6 41.0 74.3 FEET 0 50 100 Mar 08, 2023 DEPA L A TI S CI R C L E 4-BDRM HOME 20' T&E EASEMENT940 935 930 925 920 ALTERNATE SITE 60' LONG x 5' WIDE, 4' EFFECTIVE DEPTH ABSORPTION TRENCH TH R1 WELL MT2 MT1 PERK P1 EXISTING SEPTIC MH1 MH2 PLAN AS-BUILT FCO BENCHMARK BOTTOM OF SIDING PROFILE AS-BUILT (NO SCALE) 100.3 FINISH GRADE 60' DRAINFIELD ROCKMT2 TH#R1NO GROUNDWATER 6/25/21 90.1 94.1 77.6 90.1 94.1 99.1 ORIGINAL GRADE MT1Benjamin Schiller CE 12592 R E GISTEREDPROFE S S I O N A LENGINEER1500 GAL ADVANTEX FAP 2.0 TANK AX-20 FILTER POD 94.6 89.8 98.7 PERMIT # OSP221068 PID # 017-151-25 PALATERRA ADDN 2, LOT 1 N O Z Z O Q W A 17' N0 O _ O z � L LL V 0( �r v J" d .7 -V* -VW' MAO. L L.00 N 0 z D W L;j J U N CX H W o W ~O 5 D OW a za vi a 00< Z V W W O Z'i O Z g 0 Og ¢ co aZC) UZJFW ~ _ O F }- U U H in0-=Q3W mOOx � w C) C) a fn Z 00 co - O W U� cl U U) Z W H m �- Z U� Z x p W acnJWwOQxa it Z ~pWm � W 0 Z (nX LL, :3U O } �Z LL, W 5 0 0 xH 0 W a. W U W m WWLLJN�O~U=U U Z K qa U }} M � w Z w - }I -U W ZZUZmN O Iii m Q Q � Z - w W W O F Z W O 0 N > a 0 W Q Z O U - H Q Z W W C 0 0 0 D 2 W N 00 N In N J pJa' cna'� �i o V) g J w • Y Lo H N m — z a 0 � o 0 M 9- za,q, W~ w 0 3 W W O O I Ca9 Ix O U 0 N N (n N W o a 3:Ozo QU m N N Q 0 Alpine Drilling & Enterprises Well Log Permit Number: #SW221068 Date of Issue: 4-8-22 Parcel Identification Number: 01715125000 Date Started: 4-18-22 Date Completed: 4-20-22 Is well located at approved permit location? x Yes ❑ No Legal Description: Palaterra Addition #2 Lott Property Owner Name & Address: Colony Builders Inc. 9420 Vanguard unit A Anchorage, Alaska 99511 Borehole Data: Depth (ft) Method P. .2 rilling x air rotary El cable tool Soil Type, Thickness & Water Strata From To — - t.� .1 m l stick-up 0 2 gravelly silt 2 17 silt 17 27 gravelly silt 27 141 silt 141 170 gravelly silt 170 222 silt 222 227 silty water sand and gravel 227 232 _asmg ; ., '. '3 L' %Vall Thic .::ess:.250 inches Diameter: !: incises Depth: 232 feet 11 Liner TJ Lj[Li laV .•.... _ I.'.bIF.vJ Lt.. h: Rlet Casing sti:lup above ground: 2 feet Static water level (from ground level): 151 feet Pumping 1,+vel: 230 feet after 2 hours pe;.: 7j:ng 30 gpm Recovenz -`, _ tc: 30 gpm Method o: -Testing: air IiLt Well Intf1+' Opening Type: x Open L,l.i ❑ Open Hole ❑ Screene' Start feet Stopped feet ❑ Perfer iLions Start feet Stopped feet Grout T} c- bentoniter�anules Volume: 1 bg Denthe Start 0 feet Sto ed ?feet Pump: In jAk-,Depth feet Pump size, hp Brand Name Well Disinr&erted Upon Completion? x Yes ❑ No Method o?' -;disinfection: chlorine tablets j Well D- 6112r: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 1-1 MUNICIPALITY OF ANCHORAGE Development Services Department AW -343-7904 1 Phone: 907 On -Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: Date of Issue, 017 151 Parcel Identification Number: 25 4" Legal Description Block Lot PALATERRA ADDN 2 1 Pump Installation Date: 11 16 2022 Property Owner Name & Address: COLONY BUILDERS INC & TOR SONS LLC 9420 VANGUARD DR #A ANCHORAGE AK 99507 Pump Intake Depth Below Top of Well Casing,* 215 feet Pump Manufacturer's Name: BERKELEY/CENTIPRO Pump Model: L7P4EMG S-05 / M10412 -100C311 Pump Size: 1 .00 hp Pitless Adapter Burial Depth: 15 feet Pitless Adapter Manufacturer's Name; MARTINSON Pitless Adapter Installer: Well Disinfected Upon Completion`' XVes 0 No Method of Disinfection: PELLETS 0 Comments. Pump Installer Name: ANCHORAGE WELL & PUMP SERVICE Company: 7640 KING STREET ANCHORAGE, AK 99518 Mailing Address: 907-243-0740 State: -Zip: Attention: The pump installer shall provide a pump installation log to On-site within 30 days of putup installation. 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: OSP221068 Work Type: WellSeptic Initial Tax Code Number: 01715125000 Site Legal Address: PALATERRA ADDN 2 LT 1 G:2939 Site Mailing Address: 13311 DE PALATIS CIR, Anchorage Owner: COLONY BUILDERS INC 50% & Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft Total Bedrooms: 1»cnr mot r Department 4/8/2022 4/8/2023 45978 Q Disposal Field 2 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 Received By: Issued By: 01 Date: Date: t' 8 2 Z 4 LIV�UHIlCJ IJLTAL� TY ®F /` H C H 0 FRA i� r=„ , Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel 1. D. 017-151-25 Property owner(s) Colony Builders Inc & Torr Sons LLC Day phone 907-345-0371 Mailing address 9420 Vanguard Dr #A Site address NHN Depalatis Cir Legal description (Sub'd., Block & Lot) Palaterra Addn 2 L1 Legal description (Township, Range & Section) Lot Size 45,978 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑x Initial Single Family (SF) (w/wo ADU) Septic Tank ❑x Upgrade (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. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) gvsR Permit/Rush Fees: 8� 4 q9Z Waiver Fees: Date of Payment: 3/3 1 L222 � 1 ii Date of Payment: Receipt Number: © y L4��,b O15ZS9 Receipt Number: Permit No. a S Pa 0 1 0 (D3' Waiver No. Permit App_'- : :'-:c March 29, 2022 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 3/29/22 Subject: Palaterra Addn. 2 L1- NHN Depalatis Cir. Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 4-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 very gradually to the south. Elevations and contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench 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 CAT III advanced treatment system located 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 8’ away. Please refer to the attached test hole logs , septic plan, and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. The plat (#2021- 81) for the subdivision does not specify any septic related conditions for the subject lot. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221068, Deb Wockenfuss, 04/08/22 Benjamin Schiller CE 12592R EGISTEREDPROFES S I O N ALENGINEER 1"=50' 1500-GAL ADVANTEX TANK W/ AX20 POD MAINTAIN 5' SEPARATION FROM ABSORPTION TRENCH CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND PALATERRA ADDN 2, LOT 1 FEET 0 50 100 ≥8' 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. DEPA L A TI S CI RCLE 4-BDRM HOME 4/7/22 20' T&E EASEMENT940 935 930 925 920 ALTERNATE SITE 60' LONG x 5' WIDE, 4' EFFECTIVE DEPTH ABSORPTION TRENCH TH R1 PROPOSED WELL MT MT CO CO 2CO ≥10' PERK P1 EXISTING SEPTIC Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221068, Deb Wockenfuss, 04/08/22 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 EGISTEREDPROFE S S I O N ALENGINEER4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 5' 6" 6" 4'-6" 4' DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: 80 MIN/IN APPLICATION RATE: 1.0 GPD/SF 5' WIDE TRENCH SYSTEM 1500-GAL CAT III ADVANCED TREATMENT SYSTEM BOTTOM OF TRENCH: 9.0' BELOW GRADE FLOW LINE ELEVATION: 5.0' BELOW GRADE TOP OF TRENCH: 0.5' ABOVE GRADE 600 GPD / 1.0 GPD/SF /5' WIDE* 0.5 RED. FACTOR = 60 LF TRENCH REQUIRED (60 LF SPECIFIED) 3/29/22 GEOTEXTILE FABRIC PALATERRA ADDN 2, LOT 1 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221068, Deb Wockenfuss, 04/08/22 Proposed Lot , Palaterra Subd. 24 /16 /16 /16 6 in. June , 2021 6/ /21 /16 /21 Proposed Lots 1-11, Palaterra Subd. / 5969-21 Colony Builders, Inc. No N/A None 1 Soak 2 3 4 30 30 30 30 0 Andrew C. Smith, CPG Keith F. Mobley, P.E. 6/25/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221068, Deb Wockenfuss, 04/08/22 Certificate of On -Site Systems Approval Parcel I.D. 017-151-25 Legal description PALATERRA ADDN 2 LT 1 Site address 13311 De Palatis Cir Anchorage Expiration Date:—6, '?O Z-5 Current property owner(s) X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: By: Original Certificate Date: This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field AdvisoryNitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 5 � NIP MMMMF,UTY OF ° HCH RAOrE Development Services Department _ Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 017-151-25 Complete legal description Palaterra Addition #2 Lot 1 Location (Site address) 13311 De Palatis Circle, Anchorage, AK 99516 Current property owner(s) Colony Builders/Torr Sons LLC Day phone (907) 345-0371 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: A Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: 0 Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel 0 Plastic ❑ Concrete ❑ Fiberglass Age <1 yr - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench W Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑■ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ 1 la® Date of Payment COSA# znD Waiver Fee $ Date of Payment Waiver # COSA Application_June 2022 COSA Checklist_June 2022 COSA Checklist Legal Description: Parcel ID: If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank Date of pumping Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes go to bottom of effective. If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) If yes, enter date Adequacy test date Results Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) in Effective depth used in Effective depth remaining in Comments/Deficiencies: E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' on Yes if No ft n Yes if No ft Neighboring Tank > 100' FE] Yes if No ft Private Sewer/Septic Line > 25' Q Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' 0 Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' FE] Yes if No ft M Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main 75' DYes if No ft Q Yes if No ft ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' [j] Yes if No ft Surface Water > 100' n Yes if No ft Tank to Property Line > 5' [E Yes if No ft Field to Property Line > 10' Yes if No ft Water Main > 10' Yes if No ft Water Service Line > 10' Fn� Yes if No ft F. ENGINEER'S COMMENTS Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' [] Yes if No ft Q Yes if No ft If tank or field is under driveway comment below G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Forge Engineering Engineer's Printed Name COSA Checklist June 2022 Benjamin Schiller, P.E. Phone (907) 522-7773 Date 3/8/23 OF ,'Gj • ••p �i *; k9 TH Benjamt/Schiller CE 12592 0 ,, AV ���e�pROFESS14Na�'�-�,�• MUNICiPALFFY 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 17-d Day of vii( of20 23, by and between k dbfr-� attr64e el( sk , 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 ibis 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 Orenco Advantex located at (legal description) Palaterra Addn 2 L1 2. Maintenance, Repairs and Alterations. Owner is required to read, understand and initial each section) 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. 03118/2018) Page 1 of Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWW-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. 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. 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 tinder 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. 0511 812018) Page 2 of 3 . ..... (print ll;.Jaw) Sl ATI Of A 1, A SKA 'I I 11RD PIDICIAL I)ISTRICT, The ack Do W1 edged bef'ore mi. 1116 day of a r(,k) Com ,Vb) N074ARY POBVIC FOR ALASKA 'C(Amms;sjon expi rc 11-1-11"'IC 'AIX�- - �Z� fly, (signature) V/( - (rev. 05/19/2019 Nee 3 of