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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 4H LT 16ARABBIT CREEK VIEW & HEIGHTS Lot 16A #020 - 551 - 30 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241275 PID Number: 020-551-30 Dwelling: X Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: 0 New ❑ Upgrade Name TI Building Group LLC ABSORPTION FIELD ❑Deep Trench❑ Wide Trench El Bed El Mound Site Address 7981 Byron Dr ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade Four(4) 2.0 GPD/SF JTotal 1.0 / 1.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 0.5/0.5 Ft Gravel depth beneath pipe 0.5 / 0.5 Ft. Subdivision Block Lot Rabbit Creek View & Heights 4H 16A Fill added above original grade 2.5/3.4 Ft. Gravel length 30 / 30 Ft. Township Range Section Gravel width 5.0/5.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Tank Absorption Field Lift Station Holding Sewer Total absorption area 300 Numberof trenches TWO(2) Dist. between trenches >6 From Tank Line Ft2 Ft. Well >50' >50' N/A N/A >25' TANK ❑ Septic ❑ S.T.E.P. ❑ Holding 9 Other Manufacturer Advantex Capacity 1500 Gal. Surface Water >50' 50' N/A N/A Material Plastic Number of compartments Two(2) Lot Line >5' >10 N/A N/A NA Foundation >10' >1 0' N/A N/A LIFT STATION Manufacturer Orenco Capacity 250 Gal. Remarks AWWTS Trenches listed south / north (Insulated) Alarm location Near FCO Electrical installed by North Lit Electric PIPE MATERIAL House to tank D3034 Tank to drainfield D3034 Installer Red Dog Masonry Drainfield D3034 CO/MTD3034 Inspector M. Jakubisin & J. Opheim BENCH MARK (Assumed elevation) 100 ft Inspection 151 10/7/24 10/7/24 Location and description dates: Bottom of Siding @ B 31d 10/21 /29 411 ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date law TH`'. BenlarrSchiller � cE � Septic System Approved Date2592 ��s�F 1/14/25/25 AW �Essia��., pROFESSIQ Not . his approval does not include well permit requirements. � (Rev u5m2ii 8) ALTERNATE SITE Benjamin Schiller CE 12592 R E G ISTEREDPROFE S S I O N A L E N GINEER 1"=30' (2) CAT III 30' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCHES 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 ANDERSON PERMIT # OSP241275 PID # 020-551-30 RABBIT CREEK V&H, BLOCK 4H LOT 16A A B FCO 35.0 MH 36.6 POD 39.5 AB CO 34.1 CO1 24.3 MT1 26.0 CO2 30.7 7.4 16.5 18.5 21.2 54.7 55.1 29.5 FEET 0 30 60 FCO 4-BDRM HOME PLAN AS-BUILT 6/11/25 10' UTILITY EASEMENT CA R L S T R E E T BYRON DRIVE DRIVEWAY DECK WELL W/ 50' RADIUS 1335 1330 1325 1320 1340 1345 1350 1355 FS MT4MT3 CONST. & ENG. NEIGHBORING ADVANCED TREATMENT SYSTEM OUTSIDE VIEWPORT NEIGHBORING WELL W/ 50' RADIUS NEIGHBORING WELL W/ 50' RADIUS MT2 MT1 CO1 CO2 CO CO3 CO4 POD MH MT2 29.329.7 CO3 36.2 MT3 34.5 CO4 40.4 60.6 58.7 39.0 MT4 41.140.8 FS 28.244.4 BM PROFILE AS-BUILT (NO SCALE) 95.1 90.0 96.0 98.6 FC O MH PERMIT # OSP241275 PID # 020-551-30 RABBIT CREEK V&H, BLOCK 4H LOT 16A 98.4 FINISH GRADE DRAINFIELD ROCK MT 1 TH 94.9 95.4 CO 1 CO 2 94.9 95.4 MT 2 Benjamin Schiller CE 12592 R E GISTEREDPROFE S S I O N A L E N GINEER 1500 GAL ADVANTEX FAP 2.0 TANK AX-20 FILTER POD 1/14/25 97.8 FINISH GRADE 30' DRAINFIELD ROCK MT 3 TH GROUNDWATER @ 90.0 10/11/24 93.4 93.9 CO 3 CO 4 85.4 93.4 93.9 94.4 ORIGINAL GRADE MT 4 NORTH TRENCH CO 96.1 30' SOUTH TRENCH MOA APPROVED SAND MOA APPROVED SAND 91.9 90.4 GROUNDWATER @ 91.5 10/11/24 86.9 95.9 ORIGINAL GRADE 2" INSULATION 2" INSULATION MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Well Log Permit Number: #__________ Date of Issue: ________ Parcel Identification Number: __________________ Date Started: _________ Date Completed: _________ Is well located at approved permit location? Yes No Legal Description:_________________________________________________________________________ Property Owner Name & Address: _______________________________________ _______________________________________ _______________________________________ Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Method of Drilling air rotary cable tool Casing type: _________ Wall Thickness: inches Diameter: inches Depth: feet Liner Type: _________ Diameter: inches Depth: feet Casing stickup above ground: feet Static water level (from ground level): feet Pumping level: feet after hours pumping gpm Recovery Rate: gpm Method of Testing: _________ Well Intake Opening Type: Open End Open Hole Screened Start feet Stopped feet Perforations Start feet Stopped feet Grout Type: _________ Volume: _________ Depth: _________ Start feet Stopped feet Well Disinfected Upon Completion? Yes No Method of Disinfection: Comments: Well Driller: _____________________________ Company: _____________________________ Mailing Address: _____________________________ Water Sample Results: Arsenic: _________ ug/L Nitrates: _________ mg/L Total Coliform Bacteria:_________ colonies/100mL Attention: The well driller shall provide a well log to the On-site Water and Wastewater Section within 30 days of completion. 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 hftp://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP241275 Work Type: WellSeptic Initial Tax Code Number: 02055130000 Effective Date: Expiration Date: Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 4H LT 16A G:3340 Site Mailing Address: 16730 Carl ST, Anchorage Owner: TI BUILDING GROUP LLC Design Engineer: FORGE ENGINEERING This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 8/28/2024 8/28/2025 Lot Size in Sq Ft: 25443 Total Bedrooms: 4 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: G` C �2 Issued By: Date: Date: 2 Z MUNICIPALITY OF 4 Community Development Department Development Services Division On -Site Water & Wastewater Program f k: Phone: 907-343-7904 Fax: 907-343-7997 ON -SITE SEWERIWELL PERMIT APPLICATION Parcel I.D. 020-551-30 Property owner(s) Jay & Melissa Sutherland Living Trust Day phone Mailing address 944 W 10th Ave, Anchorage, AK 99501 Site address NHN Byron Dr, Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) Rabbit Creek View & Heights Block 4H Lot 16A Legal description (Township, Range & Section) Lot Size 25,443 Sq. Ft. Number of Bedrooms Four(4) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial X Single Family (SF) ❑X (wlwo ADU) Septic Tank ❑X Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ 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. t. f a1 (Signature of property owner or authorized agent) Permit/Rush Fees: c� �- Waiver Fees: _ Date of Payment: —U Z L t Date of Payment: Receipt Number: Permit No. V -S F I 17 Receipt Number: Waiver No. Permit App_:;- :: _.,:c ALTERNATE SITE Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=30' (2) CAT III 30' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCHES. W/ MONITORING TUBES WITHIN 1' FROM TRENCH END & INCOMING LINE TO TRENCH CENTER 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 ANDERSON RABBIT CREEK V&H, BLOCK 4H LOT 16A FEET 0 30 60 FCO NOTE: ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. 4-BDRM HOME SEPTIC PLAN 8/21/24 10' UTILITY EASEMENT CA R L S T R E E T BYRON DRIVE DRIVEWAY DECK PROPOSED WELL W/ 50' & 100' RADIUS 1335 1330 1325 1320 1340 1345 1350 1355 MT MT MT MT CONST. & ENG. ≥6' ≥10' NEIGHBORING ADVANCED TREATMENT SYSTEM OUTSIDE VIEWPORT NEIGHBORING WELL W/ 50' RADIUS NEIGHBORING WELL W/ 50' RADIUS PUMP VAULT Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241275, Curtis Townsend, 08/28/24 RABBIT CREEK V&H, BLOCK 4H LOT 16A 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 DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: 36 MIN/IN APPLICATION RATE: 2 GPD/SF 5-WIDE TRENCH SYSTEM 1500-GAL FAP 2.0 ADVANTEX TANK BOTTOM OF TRENCH: 1' BELOW GRADE FLOW LINE ELEVATION: 0.5' BELOW GRADE 600 GPD / 2 GPD/SF / 5' WIDE * 1 RED FACTOR [0.5 DEEP]= 60 LF TRENCH REQUIRED (2x 30 LF SPECIFIED) 6" 8/21/24 5' 6" DRAINFIELD ROCK GEOTEXTILE FABRIC & 2" FOAM INSULATION PROVIDE MIN 2' OF COVER W/ ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT 2' 6"3:1 SIDE SLOPES 11 4" PVC w/ 20 - 1 8" ORIFICES EVENLY SPACED @ 3' OC Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241275, Curtis Townsend, 08/28/24 August 21, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Rabbit Creek V&H B4H L16A – NHN Byron Dr 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 moderately toward the back of the lot, but there is a flatter area on the north side of the property that the system is intended to be installed in. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. 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 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 6’ away. Please refer to the attached test hole log, 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 OSP241275, Curtis Townsend, 08/28/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241275, Curtis Townsend, 08/28/24 'NICIPALF11,10FANCtIORMA I ' 'N NCE .AND REPAIR AGRU7��EN`I_ "" REPAIR AGREEMENT, herein the 'Gli pI l"made and ,_...tc st entered t _mdty and between Taras linitskiy w _. _ r herein the "OWNER,- and the Municip lity of Anchorage, herein the 4 WNI IPALIT to accordance with nchora e-Municipal Code (NM ` l 65,36 . in consideration a the mutual covenants contained herein, the parties to this Agreement agree as follows: d art e r e r r 'treatment S stem:s. The Municipality grants permission to the wner to utilize and operate an Advanced Wastewater Treatment System (AW"WT , described as Advantex septic system a..��. located at (legal description) RABBIT CREEK VIEW & HEIGHTS BLK 4H LT 16A 2, MaintenanLe,,,Relagirs and Alterations. (Owner is required to read, understand and initial each section) 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 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.. Tj It shall be the responsibility of the Owner during the term of'this Agreement to pay- for all repairfs , maintenance, ad ustment(sj, replacement casts„ and inspection costs. This includes an annual maintenance fee (typically 00 to 00), .... Owner agrees that only maintenance and repair per-orrrr l approved b- the �tunicil� lity or the manufacturer's representative will inspect and make any 'necessary maintenance, repairs or permitted alterations to the system. TI-1- 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 lges that the " r rr cil alit may recfr e,%t f Tj n � �� it repatf crr rtra.rrcr a .trrr r s representative car r�r�ra ntenance provider, rr r € dine for failing to maintain and re 7- pair an AWW-l w a be assessed in accordance, with � f f , �t,f,030 (,)wn r ages to grant the, unicipalit Y reasonable access "I test and inspect the ANNN`NIT , The N4unicipality will v t least 24-hour not.c r oWn r agrees that an sale or transf r of'titIe of the proper Will not oc crrr rlrr-rrrt new Certificate ofOn-Site Systems Approval, n oNvneragrees that the AWWTS installation and maintenance requirements as provided the W``ncfcr installer and approved by the \nracipalit are the Wwemin " idel'ines fir the construction, rnaintenancc� and repair riff the Owner`s AWWTS, Ti Owner agrees to maintain remote m nit rin of the AWWTS asrequired by t he AWWTS approval, Term. The terin ofthis Agreement shall begin on the date of'approval by the unicipalit = to operate the installed s astern, or upon transfer of title, and shall continue while the NWT is operational or until title is transferred, , Nonivaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall it no way constitute a waiver of the provision,,,„ rrcrr in arty affect the validity of"the Agreement or any part hereof, or the right of the Municipality thereafter er to enforce every provision hereof Amendment. This Agreement shall only be amended her authorized representatives of the Owner and Municipality, Any attempt to amend this agreement by either an unauthorized ed representative or unauthorized means shall he void. risdl tlnn. Choice of t}ate. Any civil action arising from this A-greement wall he l r q,'h,t in the Superior Court for the Third Judicial District of the State of Alaska at Anc o rage, The laws of'the State of Alaska shall govern the rights and obligations ns of Patties under this Aggreejjjerjt. r fl t Any provisic�rrs ref this Agri enient decreed invalid bar a curt o nrnpeteat f fis irtir rr shill n t invalidate the remaining provisions of the Agreement, (rev ng a €-!,nature) 1 r24 _(wint name) TF OF ALASKA )SS, THIRD JUDICIAL DISTRICT Notary Public C�� isi expires, _. tRiAlaska Ofllmissi p, Expires Feb 19r 2027 M LAN'ALI Da &0(A--n S .,`l.,Sf �!�...... fin ��me `� G (V(c_.. G MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC251244 Parcel ID 020 -551-30 Expiration Date: 6/9/2026 Legal description RABBIT CREEK VIEW HEIGHTS BLK 4H LT 16A Site address 7981 BYRON DR Current property owner(s) TI BUILDING GROUP LLC X The On-site system(s) is/are approved for 4 bedrooms W Conditional approval for bedrooms, with the following stipulations: Comments or conditions: No comments Original Certificate Date: 7/14/2025 This rtificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject Sys m(s) Is in substantial compliance with municipal code. The Municipality of Anchorage, Development Service 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 submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Checklist Legal Description: Rabbit Creek View & Heights, Block 4H Lot 16A parcel ID: 020-551-30 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1 A. WELL DATA ❑■ Well log is filed with Onsite (or attached) Date drilled 1112124 Total depth 180 ft Cased to 180 ft ❑■ Sanitary seal is functioning correctly ❑■ Wires are properly protected Casing height (above ground) >18 in. Date of flow test for COSA 1/12/24 Static water level at beginning of test 0 ft. Comments Artesian well Well production at time of test 5 gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑■ No ❑■ Coliform bacteria is Negative Nitrate 1.49 mg/L E]Nitrate less than MRL (ND) Arsenic ug/L ❑■ Arsenic less than MRL (ND) Collected by Mike Anderson Date 6/9/25 B. K DATA T STATION Measured ope fluid level in septic tank ❑Required E Date of pumping Age of lift station ❑ Required maintenance complete WWTS Lift station material Comments: Comments: D. DISPOSAL FIELD DATA ance completed Which system tested (date installed) 2025 cy test date ❑■ ALL standpipes present per record drawing lts ❑ Pass Total measured depth from grade 3.5, 4.4 ft (max) th prior to test in Measured depth to pipe invert from grade 3.0, 3.9 ft (min) d d gal ❑ N/A —pressurized field. id dep in ❑■ Per record drawings, field is insulated. time min \rated ❑■ Monitor tubes go to bottom of effective. id depth in If not, state depth into effective ion rate d❑ Presoaked required if STATUS — POST R COV(Required if house vacant or field not used for more ve depth (per record dr than 30 days prior to date of test) Gallons introduced gallons date Effective depth used in Any rejuvenation treatment (past 12 months) Effective depth remaining If yes, enter date Comments/Deficiencies: Trench depths listed south to north, see ASB for reference Trenches insulated COSA Checklist_May2025.docx ERY ngs) in in E. SEPARATION DISTANCES From Well on Lot to: (Please enter distances if less than required) Septic Tank/Lift Station on Lot > 100' El Yes if No >50 ft Neighboring Tank > 100' ❑� Yes if No ft Disposal Field on Lot > 100' ❑ Yes if No >50 ft Neighboring Disposal Fields > 100' R Yes if No ft Sewer Line/Main > 100' R Yes if No ft Sewer Manhole/Cleanout > 100' ❑� Yes if No Sewer Service/Septic Line > 25'[E Yes if No Holding Tank > 100' Yes if No Animal Containment > 50' Yes if No Manure/Animal Excreta Storage > 100' ❑■ Yes if No ❑ N/A — Served by Community Well (not on lot) or Public Water ft ft ft ft ft From Septic/Holding Tank and Disposal Field(s) on Lot to: (Please enter distances if less than required) Tank to Foundation > 10' 0 Yes if No ft Surface Water > 100' ❑ Yes if No >50 ft Field to Foundation > 10' ❑■ Yes if No ft Tank to Property Line > 5' R Yes if No ft Field to Property Line > 10' ❑� Yes if No ft Water Main/Service Line > 10' ❑E Yes if No ft F. ENGINEER'S COMMENTS AWWTS Wells on Adjacent Lots: Wells > 100' ❑ Yes if No >50 ft Community Wells > 200' 9 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 ofFirm Forge Engineering Engineer's Printed Name Benjamin Schiller, P.E. COSA Checklist_May2025.docx Phone (907)522-7773 Date 6/19/25 AW of ACq �1it *.AQ TH .. �* ' • Benja. ' ' chiller f � ' . CE 12592 • i0`�/ �) tIF�F�PROFESSI4N�'��'� ATTENTION: Buyers and owners of a property served by an Advanced Wastewater Treatment System (AWWTS) ** TO AVOID SEWAGE BACKUPS** Prior to using the wastewater system, contact the service provider to ensure that regular maintenance is completed. Many of the systems require remote monitoring, the provider will tell you how to provide this capability. Who to contact: • AdvanTex: Anchorage Tank at 907-343-3704 • Quanics Aerocell: Garness Engineering at 907-337-6179 • Biocycle: Biocycle Alaska at 907-274-0314 • BioBarrier: Tim Ecklund at 907-250-0100 • Intermittent Dosing Sand Filter (IDSF): contact MOA onsite 907.343.7904 Please complete the attached document, Advanced Wastewater Treatme"ntSystem Maintenance and Repair Agreement. When signing this document, you acknowledge that you are required to provide regular maintenance for your AWWTS. 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 Day of.. j U- �,c�_ of 20 Zj , by and between rTEUA4Cc WAN N P(E , 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 Advantex System located at (legal description) Rabbit Creek View & Heights, Block 4H Lot 16 A 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) -.1t< )r� 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). 5 L_C. 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. fy -" 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. 0511812018) Page 1 of 3 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 AWWTS 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. �LJVC, Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. V/ 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 Municipality at any time to enforce a provision of 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: "E-, r) Z..�er1 (signature) Date: ] ' (print name) 'A N" STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT The foregoing instrument was acknowledged before me this (Q day of _W 20_ 5 _,by NOTARY PUBLIC FOR ALASKA State ofAlaska My Commission expires: -.i 12 NOTARY PUBLIC Christina M. Brugliera. My Commission Expires Apr 21, 2027 ;nature) Date: nt name) Title: (rev. 05/18/2018) Page 3 of 3 1 " = 40' LOT 17A B LK 4H N89°30'57"E I ANCHORAGE RECORDING DISTRICT, ALASKA ASBUILT OF: RABBIT CREEK VIEW AND HEIGHTS LUT 16A BLOCK 4H PLAT 2004-91 REPEAT SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no circumstance shoul( any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. EXCLUSION NOTES: It is the owners responsibility to detennine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. WORK ORDER NUMBER: DATE: SCALE: E—MAIL: JAN 17, 2025 1 "=40' schullerak®gmail.com 25-002 DRAWN BY: CHECKED BY GRID NUMBER: BOOK/PAGE: JLS SW3340 250102 BYRON DRIVE -� OF ®® C1.. 4 9TH �•.� I ® ...................... ..... ....:.. ... �-�.. .® co •.JO N L. SCHULLER.• o LS -10408 10' ssion 30' p� SUR U L- L .A v D 1 C) yti �c z 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax