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HomeMy WebLinkAboutSHANGRI-LAESTATES EAST BLK 1 LT 5Onsite File Shangri-la Estates East Block 1 Lot 5 #020-043-46 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231326 PID Number: 020-043-46 Dwelling: n Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: 9 New ❑ Upgrade Name Richard &Elizabeth Schulpen ABSORPTION FIELD El Deep Trench ❑■ Wide Trench ❑Bed El Mound Site Address 16300 Mountain Breeze Dr ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade Five (5) 6 GPD/SF 6.3 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 5'8 Ft. Gravel depth beneath pipe •5 Ft. Subdivision Block Lot Shangri-La Estates East 1 5 g Fill added above original grade 3.9 Ft. Gravel length 25 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches 1 Dist. between trenches N/A From Tank Field Tank Line 125 Ft2 Ft. Well >50' >50' N/A N/A >25 TANK ❑ Septic ❑ S.T.E.P. ❑ Holding 0 Other Manufacturer Orenco/Advantex Capacity 2,500 Gal. Surface Water >50' 'i 50' N/A N/A Material Steel Number of compartments 2 Lot Line >5' >10' N/A N/A NA Foundation > 1 0' > 1 0' N/A N/A LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer BTH Construction Drainfield D3034 CO/MTD3034 Inspector M. Jakubisin BENCH MARK (Assumed elevation) 100 ft Inspection 1m 9/26/23 9/26/23 Location and description dates: 2 th Bottom of trim @ NE Corner 3rd 4 ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date Aw ' , A/e ( 10 C- 7 t G:, rta L i Septic System Approved Date ` Benjamin.'Schiller �<{ CE 12592 - �,��� 6/15/24 , •' aU 'ROFE5SO�� Note: this approval does not include well re uiI permit (Rev 05/02/18) SHANGRI-LA ESTATES EAST, BLOCK 1 LOT 5 PERMIT # OSP231326 PID # 020-043-46 1120 NEIGHBORING ADVANCED LOT OT G TREATMENT SYSTEM d � LOT J JNEW LOT' TH#5 TH#6 2500-GAL VANTEX TANK / 2-AX20 PODS25'LONG x 5'WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION MT1 TRENCH ELL 1US CO2 TH-2011 2C MT2 eTH1 ALTERNATE SITE MH1 H2 LOT co A © 1 5-BDRM HOME NEIGHBORING WELL j w/ 50' RADIUS PROPOSED WELL i - w/ 50' RADIUS e LOT 7' "1 �. ZEDRiv *: 49 •M N :* Benja i Schiller Pic• CE 2592 w�o ,�\�„PROFESSIONP ,,,, AMENZMMM 0 50 100 FEET 11'=50' A B FCO 15.9 52.6 MH1 36.5 55.4 MH2 44.9 43.3 2CO 54.2 53.1 C01 51.0 68.3 MT1 53.1 68.4 CO2 61.8 50.2 MT2 60.1 48.4 LEGEND CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEAN( FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV -SEPTIC VENT TH - TEST HOLE SHANGRI-LA ESTATES EAST BLOCK 1 LOT 5 PERMIT # OSP231326 80.5 0 02 90.2 FINISH GRADE DRAINFIELD ROCK 80.0 25' NO GROUNDWATER 10/4/2023 73.8 P I D # 020-043-46 86.3 ORIGINAL GRADE PROFILE AS -BUILT (NO SCALE) 80.5 4749 TH .......... .......... 5*; Benja ' Schiller • CE 12592 . , "-F, [:%19.2023. \ Z O j _ � O / W V w Q U p V 4L. Z � a O ��W ,OF 0 Ltj o W 30' 10, T&E ESMT \ \ 1 \ / 1 \ s \ o`t JO faVV C A p •�� , o 0 LL- o do !�'/•' �� •'" en b u � o LO IL Q 3 d o 0 —a� OL.b.. J.�NWb p G "�om da�E +�.+ M � b b 0 p M 0 b 0 U ON 0 m a yZzi 3 U i'�7c�i^-yo yWC v bca yo c `o�okm�°uy SOILS LOG AND PERCOLATION TEST LEGAL DESCRIPTION: SHANGRI-LA ESTATES EAST BI L5 PERFORMED FOR: CROWN POINTE DATE: 9/27/2023 PARCELID#: 020-043-46 DEPTH TEST HOLE 1 (feet) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 D- PERC TEST LOCATION GM (SILTY/SANDY GRAVEL W/ COBBLES) NO WAS GROUND WATER ENCOUNTERED? - IF YES @ WHAT DEPTH? NONE DEPTH TO WATER AFTER MONITORING 10/4/23 DATE OF MONITORING DATE READING START TIME NET TIME (MINUTES) WATER (INCHES) NET DROP (INCHES) 10/4 1 2:32 6:01 511 1111 6 1" 2 8:34 511 111' 6-2-11 16 3 8:45 511 11" 6 0" 4 11:07 511 11" 6 °-�11 5 11:20 511 1111 6 S6'1 6 11:26 511 11" 6 101 6" DIAMETER TEST HOLE PRESOAKED PRIOR TO TESTING PERCOLATION RATE: 1.9 (MIN/INCH) SITE PLAN COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED TECHNICIAN: B SCHILLER I 1 2 3 4 5 6 �1 15 16 17 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION ON -SITE WATER AND WASTEWATER PROGRAM 4700 SOUTH BRAGAw ANCHORAGE, AK 99519 SOILS LOG - PERCOLATION TEST PROJECT #: PERFORMED FOR: LanTech Inc DATE PERFORMED: 7/03/2004 LEGAL DESCRIPTION: Lot S 8tock 1 Shangri La East Subdivision TEST HOLE # 5 SLOPE SITE PLAN Organic Layer - OL ' '.''• �' Silty Gravet K % with Sand GM 4 •, t q.� J � t BOH - 8' Bedrock WAS GROUNDWATER ENCOUNTERED? No IF YES, WHAT DEPTH? DEPTH OF WATER None AFTER MONITORING: DATE: 7/11/2004 4L I•' 49th �•`•�� �aua t socnsa+ � No. u-a»r FESSI4��++ S L 0 P E READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP Start 7/3 10:30 8" 1 11:00 30 5.25» 2,75" Recharge 11:01 8" 2 11:31 30 5.38" 2.62" Recharge 11:32 8" 3 12:02 30 8» " PERC RATE: 11.5 . MIN./INCH PERC. HOLE DIAMETER:, 6: - TEST RUN BETWEEN..0_FT. AND 2.5 T. COMMENTS: Test Hot@ Pre Soaked Prior to Percolation Test. TEST PERFORMED BY: ED SANDERSON 1, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL. STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 7/16/2004 1 2 3 4 5 6 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION ON -SITE WATER AND WASTEWATER PROGRAM 4700 SOUTH BRAGAW ANCHORAGE, AK 99519 SOILS LOG — PERCOLATION TEST PROJECT #: PERFORMED FOR: LIOTech Inc __ DATE PERFORMED: 7/0 /2004 LEGAL DESCRIPTION: Lot 5 Block 1 Shan ri La East Subdivision TEST HOLE # 6 SLOPE O/A Organic Layer - OL 15 16 17 I:3 ' • �t Silty Gravel with Sand a e:� d.i•, `i.. GM 1 BOH - 8' Bedrock WAS GROUNDWATER ENCOUNTERED? No IF YES, WHAT DEPTH? — DEPTH OF WATER None AFTER MONITORING: -"'— DATE: 7/11/2004 ...w••.•lot o t....... ........ ......,.......... .. naua t socRsa� i S L O P E SITE PLAN � 00 •• 2 ♦ �S 0 ' 7 b to. M S 4 f..--''"..-� READING o t....... ........ ......,.......... .. naua t socRsa� i S L O P E SITE PLAN � 00 •• 2 ♦ �S 0 ' 7 b to. M S 4 f..--''"..-� READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP Start 1/3 10:35 8" 1 10:45 10 Dry 8" Recharge 10,46 8" 2 10:56 10 Dr 8" Recharge 10:57 8" 3 11:07 10 r " PERC RATE: ..12 - MIN./INCH PERC. HOLE DIAMETER:_ .6. TEST RUN BETWEEK-11..—.FT. AND 2S T. COMMENTS: Test Hole Pre Soaked Prior to Percolation Test. TEST PERFORMED BY: €D SANDERSON 1, rIICHAFL E. ANDERsON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 7/16/2004 Certified Drilling Log P DOC CO dba ILL ac COLEULLIVAN WATER WELLS RO. Box 670269, Chugiak, AK 99567 688-2759 OWNER OF LAND: Crown Pointe Homes ADDRESS: 16300 Mountain Breeze Dr. Anchorage, AK 99516 LEGAL DESCRIPTION Shangri-La Estates East Block 1 Lot 5 DATE: 10/6/23 PERMIT NUMBER: OSP231326 DATE OF ISSUE: 9/25/23 TAX IDENTIFICATION NUMBER 02004346000 Is well located at approved permit location: ®Yes ❑No Method of Drilling: ®air rotary Rcable tool Depth of Well: 220' Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 44 feet Liner type Static Water Level: 42 feet Recovery Rate 1.5 ® gpm gph Method of Testing Air Well Intake Opening Type: ® open end Flopen hole Screened Start feet Stopped El Perforations Start feet Stopped Grout Type: Bentonite Volume: 300 Lbs. Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ®yes R no Method of Disinfection: Chlorine 50 PPM Comments: MOA Shallow Bedrock Surface Seal Bore Hole Data Depth From To 0 2 2 4 4 8 8 14 14 21 21 80 80 123 123 159 159 220 Casing Stickup Fill Overburden Silty sand and gravel Broken bedrock Bedrock gray Bedrock gray with sporatic fractures Bedrock gray with quartz Bedrock with fractures Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number; SW Date of Issue Parcel Identification Number: raw 1 Legal Description 0 Pump Installation Date: 2, Pump Intake Depth Below Top of well Casing: Pump manufacturer's Name: Pump Model: 3A F- 1--7 z - i Pump Size: Pitless Adapter Burial Depth: Pitless Adapter installer: DT -14 Co 14 Disinfected Upon Completion? 0 yes D no IN M- E074 Comments: Pitless Manufacturer: Pump Installers Name: Sullivan Water Wells Property Owner Name & Address feet E. feet Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE ��t�cnr On -Site Water & Wastewater Program �c Is, PO Box 196650 4700 Elmore Road :. Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite V. UepartIneut On -Site Water & Wastewater System Permit Permit Number: OSP231326 Effective Date: 9/25/2023 Work Type: WellSeptic Renewal Expiration Date: 9/24/2024 Tax Code Number: 02004346000 Site Legal Address: SHANGRI-LAESTATES EAST BLK 1 LT 5 G:3239 Site Mailing Address: 16300 MOUNTAIN BREEZE DR, Anchorage Owner: SCHULPEN ELIZABETH JANE SPITER Lot Size in Sq Ft: 40082 Design Engineer: FORGE ENGINEERING Total Bedrooms: 5 This permit is for the construction of: Q Disposal Field Q 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 Special Provisions: A test hole is required prior to construction of the absorption field, in the location shown on the site plan, to 1 confirm minimum separation to impermeable soil and seasonal high groundwater, as well as percolation rate. Construction may proceed at your own risk prior to 7 -day groundwater monitoring. If results require a design change, construction shall stop pending approval of a change order. Please submit results with the inspection report (or change order, if required). n --. - - -- _ may: TS S (.tom -Fc) Issued By: Date: Date: MUNICIPALITY OF ANCHORAGE qtr Community Development Department Via's 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. 020-043-46 Property owner(s) Richard & Elizabeth Schulpen Day phone. Mailing address 15651 South Park Loop, Anchorage, AK 99516 Site address 16300 Mountain Breeze Dr, Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) Shangri-La Est East B1 L5 Legal description (Township, Range & Section) Lot Size 40,082 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑x Initial ❑ Single Family (SF) x❑ Septic Tank X Upgrade ElDuplex (w/wo ADU)- (D) El Tank El 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. (Signature of property owner or authorized agent) Permit/Rush Fees: Z 2 Waiver Fees: Date of Payment: Date of Payment: Receipt Number: Permit No. () 5P 2 3 j 3 Z b Permit App_'- : - Receipt Number: Waiver No. September 25, 2023 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Shangri-La Estates East B1 L5 - 16300 Mountain Breeze Dr Septic System Permit Renewal Dear On-Site Services Engineer: The permit (OSP221192) for the construction of a well and septic system on the subject property has expired. A site visit was conducted and we noted that there are no substantial changes to the design or location of the septic system since this permit was originally issued. The current design and permit conditions meet all code requirements. We are requesting a permit renewal. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231326, Deb Wockenfuss, 09/25/23 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: OSP221192 Work Type: WellSeptic Initial Tax Code Number: 02004346000 Site Legal Address: SHANGRI-LAESTATES EAST BLK 1 LT 5 G:3239 Site Mailing Address: 16300 MOUNTAIN BREEZE DR, Anchorage Owner: MOHRSCHLADT ESTATE TRUST Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date 1»enr 0 n v. DeI)aI, tine nt Lot Size in Sq Ft: Total Bedrooms: 7/20/2022 7/20/2023 40082 Q Disposal Field Q 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 Special Provisions: A test hole is required prior to construction of the absorption field, inthe location shown on the site plan, to confirm minimum separation toimpermeable soil and seasonal high groundwater, as well as percolation rate. Construction may proceed at your own risk prior to 7-daygroundwater monitoring. If results require a design change, constructionshall stop pending approval of a change order. Please submit results withthe inspection report (or change order, if required). Received By: Date: Issued By: Date: Z 22 5 MUNICIPALITY OF ANCHORAGE 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 I.D. 020-043-46 Property owner(s) Crown Pointe Homes Day phone 907-727-5259 Mailing address 3350 Midtown PI, Anchorage, AK 99503 Site address NHN Mountain Breeze Dr Legal description (Sub'd., Block & Lot) Shangri-La Est East B1 L5 Legal description (Township, Range & Section) Lot Size 40,082 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: (N all that apply) Absorption Field x❑ Septic Tank Holding Tank Privy Private Well Water StorageEl APPLICATION IS AN: TYPE OF DWELLING: Initial n Single Family (SF) ❑x Upgrade (w/wo AD U) ❑ Renewal Duplex (D) El❑ Multiple Dwellings ❑ (SF and/or D) 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) Permit/Rush Fees: $02-0 Waiver Fees: Date of Payment: 6114 /'?0 Date of Payment: Receipt Number: 6'30D 3,6 Receipt Number: Permit No. 2. l! q 2 Waiver No. Permit App_::- :: _.,:c May 19, 2022 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 5/19/22 Subject: Shangri-La Estates East, Block 1 Lot 5 – Mountain Breeze Dr Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 5-bedroom home on the property, so we are submitting this permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home as well as the proposed well, septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot slopes toward the north at or under 20%. There are no slopes greater than 46% within 100 feet downslope of either the primary or alternate site. The current design meets the requirements for slopes between 25% and 46%. Elevations 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. Due to subdivision requirements, our design proposal includes a Category III nitrate reducing septic system. 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 from the primary site. 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 OSP221192, Deb Wockenfuss, 07/21/22 Benjamin Schiller CE 12592R EGISTEREDPROFES S I O N ALENGINEER 1"=50' 2500-GAL ADVANTEX TANK w/ 2-AX20 PODS CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND SHANGRI-LA ESTATES EAST, BLOCK 1 LOT 5 FEET 0 50 100 ≥10' NOTE: NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. SA N D P I P E R D R I V E 6/22/22 MOUNTAIN BREEZE D R I V E 1200 1210 1190 1180 1170 1160 1150 1140 1130 1120 PROPOSED WELLS W/ 50' RADII 5-BDRM HOME 25' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCH ALTERNATE SITE TH-2011 TH#6TH#5 CO MT MT CO CONFIRMATION TEST HOLE TO BE DUG AT TIME OF INSTALLATION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221192, Deb Wockenfuss, 07/21/22 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 ALENGINEER5' 6" 6" 4' 6" DESIGN FACTORS:SYSTEM REQUIREMENTS: 750 GPD PEAK FLOW PERK RATE: 1.0 MIN/IN APPLICATION RATE: 6 GPD/SF 5' WIDE TRENCH SYSTEM 2500-GAL AWWTS BOTTOM OF TRENCH: 5' BELOW GRADE FLOW LINE ELEVATION: 4.5' BELOW GRADE TOP OF TRENCH: 0.5' ABOVE GRADE 750 GPD / 6 GPD/SF /5' WIDE *1.0 RED FACTOR = 25 LF TRENCH REQUIRED 5/19/22 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK GEOTEXTILE FABRIC SHANGRI-LA ESTATES EAST, BLOCK 1 LOT 5 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221192, Deb Wockenfuss, 07/21/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221192, Deb Wockenfuss, 07/21/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221192, Deb Wockenfuss, 07/21/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221192, Deb Wockenfuss, 07/21/22 INILNICIPALITY 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 �u �'�e of 20 ZZ , by and between ii ut�oG%E/1 <Selitc�(p�V1 herein the -`WHINER," and the Municipality of Anchorage, herein the "MUNICIPALITY". in accordance with Anchorage Municipal Code (AMC) 15.65.36>. 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 Wastewater Treatment System located at (legal description) Shangri—La Estates East Bl L5 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) 1 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 AWS 17S 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). !�Q 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 AWV7TS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Pagel of 3 12) 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 1=1.60.030. SS Owner agrees to grant the Municipality reasonable access to test and inspect the A'WWTS. 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 nexv Certificate of On -Site Systems Approval. EOwner agrees that the AWNWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing IS�(Yuidelines for the construction, maintenance and repair of the Owner's AWWTS. yS 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. \onwaiver. 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 Nay 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 TvIunicipality. 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 Anchorase. 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: 0/1 (print name) STATE OF ALASKA THIRD JUDICIAL DISTRICT The foreaoiil nstru> pent 202-7,b- NOTARY 022.byNOTARY PUBLI .My Commission e ss. -d before me this ,&C4y of (1wht-") r [STATE OF ALASKA FOR ALASKA NOTARYPUBLIC Jenie R. Sta. Maria My corrardsslon 500L� MUNICIPALITY: By: (signature) (print name) Date: z- 2 2 Title: (rev. 05/18/2018) Page 3 of 3