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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 11H LT 1A Onsite File Rabbit Creek View & Heights Block 11H Lot 1A #020 - 581 - 55 Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181226 PID Number: 020-581-55 Dwelling: X Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ■❑ Upgrade Name Alfy Bakhoum ABSORPTION FIELD ❑ Deep Trench ❑■ Wide Trench ❑ Bed ❑ Mound ❑ Other Site Address 16925 Nickleen St. Anchorage, AK 99516 Phone Number of Bedrooms Soil Rating Total depth from original grade 830-2687 3 2.0 GPD/SF +1.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade +1.5 Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot Rabbit Creek V&H 1 1 H 1A Fill added above original grade 4.3/4.5 Ft. Gravel length 2 @ 23 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To From Septic Tank Absorption Field Lift Station Holding Tank Sewer Line Total absorption area 230 Ft2 Number of trenches 2 Dist. between trenches >6 Ft. Well >50' >50' N/A N/A >25 TANK ❑ Septic ❑ S.T.E.P. ❑ Holding X Other Manufacturer Anchorage Tank / Advantex Capacity 1,500 Gal. Surface Water >50' >50' N/A N/A Material Number of compartments Lot Line >5' >5' N/A N/A NA Steel 2 Foundation >1 0' >1 0' N/A N/A LIFT STATION Manufacturer Capacity Remarks Tank &trenches are insulated. Waiver # OSV181059 to utilize sieve analysis to Gal. determine application rate. Tank is fitted with AX-20 pod & secured with concrete blocks & cable. Alarm location Electrical installed by Installer A+ Home Services PIPE MATERIAL House to tank D3034Tank to D3034 drainfield Drainfield D3034 CO/MTD3034 Inspector J. Mlllette / J. Williams BENCH MARK (Assumed elevation) 100 ft Inspection1st 3/1/19 3/5/19 dates:2nd 3rd 3/6/19 4th Location and description Top of NE deck sono tube. ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp I7 Conditional Approval: 0U&e U ll�lUZG"U Date l as dNo (fC(i>ti ®®®�®�F q ®®e ®®�P,� ... :�S°�i .9th ® ��-�- . 4-01 o ®................................................ MICHAEL E. ANDERSON f i� f ®� No. CE-4381 ®+ �F`°••.,, 1/14/20 ,•.••'°C��`4® ®4 4®e®�6�®�®®®® �C Can mer,/ S' r; Sup rrz�i c1�0��, vme� Cio -T)ek- 5 11 Zo ?,0, Septic System Approved Date 5 1 a a a o Note: this approval does not include well permit requirements. trcev uOiuu 10) RABBIT CREEK V&H, BLOCK 11 H AND LOT 1A PERMIT # OSP181226 PID # 020-581-55 WELL>100' FROM PROPERTY LINE FOR PROPERTY NORTH OF ROBERT DRIVE r ROBERT DRIVE Lot 17A WELL>100' FROM PROPERTY LINE PLAN AS -BUILT 0 40 80 FEET 111=40' 2 x 23'LONG x 5'WIDE, 6" EFFECTIVE DEPTH ABSORPTION TRENCH NEW 1500 -GAL STEEL ADVANTEX TANK Lot 2A A B FCO 27.0 14.6 SV 27.7 25.4 MH 30.5 33.1 C01 31.4 35.0 FS 54.9 50.3 CO2 55.5 50.2 MT1 57.1 52.5 CO3 73.2 60.2 MT2 72.7 58.7 C04 67.0 63.9 MT3 67.9 65.3 C05 83.1 72.5 MT4 81.8 71.1 LEGEND CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE RABBIT CREEK V&H, BLOCK 11 H AND LOT 1A PERMIT # OSP181226 PID # 020-581-55 TRENCH # 1 90.1 FINISH GRADE /--- 2" INSULATION �O 85.8 ORIGINAL GRADE 87.4 MOA APPROVED FILTER SAND 87.4 86.8 79.2 82.6 86.8 23' GROUNDWATER @ 84.8 5/23/18 74.3 TRENCH # 2 O 85.6 FINISH GRADE 2 O U U n n � /- 2" INSULATION n n 81.1 ORIGINAL 82.6 - 82.1 74.6 L` GROUNDWATER @ 80.1 5/23/18 69.6 GE ENGINEERING MOA APPROVED FILTER SAND 75.1 23' PROFILE AS -BUILT (NO SCALE) GRADE 82.6 82.1 49th _ 0. .... .h..•� �....................... ...................;�: ♦ , MICHAEL E. ANDERSON ♦♦.%•� NO. CE -4381 •� ��Ar ♦ <n • 1/21/20 ,. •• 0 r M M Z ROBERT DRIVE N 89'35'13"E 13.44' L=47.23 L=91 R=30.00' Lot 1 A 23,566 s.f. I �10' UTILITY EASEMENT I 91' R_240• 00, o AD I Z SEPTIC PIPES MANHOLE / TREATMENT POD � 1.3' CANT N m \ N Ck CID. . Ewgy Lot 2A CIV 34.0NR3CFN 1.3'x2.0' WELL 1 7. CANT 8.2'x12.0' BALCONY I \ ABOVE DECK m 1.5' CANT 12.6'x8.4' SHED mm. \ / (50' PROTECTIVE WELL RADIUS \ I � rAt 6?S3j \ \ 9050 10' UTILITY EASEMENTS Lot 17A PLOT PLAN AS BUILT X SCALE 1" = 40' GRID SW 3341 Project No. 18-146/A2 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, in C. , (907) 522-6476 Phone Professional Land Surveyors (907) 592-46y5 Fax kenOlansurvecom o0000�0 OF A k'0k jonothanOlongsurvey.com '-A .. qs�p I hereby certify that I have surveyed the following described property: LOT 1A, BLOCK 11H, RABBIT CREEK VIEW AND RABBIT CREEK HEIGHTS SUBDIVISION REPLAT (PLAT No. 2004-91) Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the properly lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the -I to Day of V�'t , ,,a ei at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Carroll, Rebecca M. From: Jacob Millette <jake@forgecivil.com> Sent: Monday, May 11, 2020 5:27 PM To: Carroll, Rebecca M. Subject: Rabbit Creek V&H 1311 L1A - 16925 Nickleen St Follow Up Flag: Follow up Flag Status: Flagged Hello Becca, We were able to confirm 3:1 slope on the mounds and everything is seeded. I hope this will conclude this conditional approval. Let me know if you need anything else. MUNICIPALITY OF ANCHORAGE „tent On-Site Water&Wastewater Program NO7 5�;, 0 r �� PO Box 196650 4700 Elmore Road w- 7 Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 "'r http://www.muni.org/onsite rhartnicnt On-Site Wastewater Disposal System Permit Permit Number: OSP181226 Effective Date: 8/13/2018 Work Type: Septic Upgrade Expiration Date: 8/13/2019 Tax Code Number: 02058155000 Site Legal Address: RABBIT CREEK VIEW& HEIGHTS BLK 11H LT 1A G:3341 Site Mailing Address: 16925 NICKLEEN ST, Anchorage Owner: BAKHOUM ALFY S Lot Size in Sq Ft: 23566 Design Engineer: FORGE ENGINEERING Total Bedrooms: 3 This permit is for the construction of: 0 Disposal Field Q Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 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: V ` P ., Date: � &me° Date: Mir Issued By: �� .CA Municipality of Anchorage a •i:.:: - P.O. Box 196650 0-4700 Elmore Road Anchorage, Alaska 99519-6650 a (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.orq/Onsite Development Services Department On-Site Water and Wastewater Section **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV181059 COSA#: Permit#: OSP181226 PID#: 020-581-55 Legal Description: Rabbit Creek View& Heights Block 11H Lot 1A Engineer: Forge Engineering Applicant: Alfy Bakhoum Your request for a waiver to utilize a sieve analysis to determine the application rate of the soil strata to be used for absorption by the absorption field, in lieu of the required percolation test, has been approved. See engineer's waiver request and sieve analysis for justification. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all code requirements be met or another approval from this department. Waiver is Granted: X Waiver is not Granted: Date: a/10/00J 5 Approved by: afkA 012.Ate- Name of Reviewer **** VARIANCE/WAIVER REVIEW **** itISLAMS 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. 020-581-55 Property owner(s) Alfy BakhoUm Day phone Mailing address 16925 Nickleen St, Anchorage, AK 99516 Site address 16925 Nickleen St Legal description (Sub'd., Block & Lot) Rabbit Creek V&H B11 H L1A Legal description (Township, Range & Section) Lot Size 23,566 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field U Initial ❑ Single Family (SF) ❑X Septic Tank 0 U (w/wo ADU) pgrade U Holding Tank [ Renewal — Duplex (D) [ Multiple Dwellings [ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Use o - Stele QnaIdSt S -i cleterni t i e fer co/ 1 ivn rak Distance: �l� 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: 64/i Waiver Fees: 15 / Date of Payment: 1-121,0111` Date of Payment: S/I D/ 16 Receipt Number: OCI,390 Receipt Number: 6 1 '4 1 O i) Permit No. QSPIgIPafo Waiver No. 0 5V 1 g 1 059 Permit App__- ::-c; PO BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) August 8, 2018 MOA Development Services Dept - On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Rabbit Creek View & Heights Block 11H Lot 1A – Septic system design Dear On-Site Services Engineer: The septic system on the above lot has failed , so we are submitting this permit application for the construction of a new system . There are no pipes for the system, but the homeowner knows the approximate location, and there is effluent surfacing in the area. The attached site plan identifies the location of the home and well as well as the proposed 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 from the south toward the north at between a 10-20% grade . Although this is a raised mound system, we anticipate that we can place the tank high enough above the field that we can gravity feed to the field. There are a few short areas that drop more than 25%, but those areas are uphill of the proposed septic location. Drainage arrows 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. The existing system is at the very north end of the property and the septic tank is downhill from the proposed site. This was presumably to keep outside the 100’ well radius. The new system is an Advantex system with a 50’ separation requirement. We will abandon that tank per municipal code and place the new tank near th e house, at least 10’ away from the foundation. The test holes on this property showed very high groundwater, at 1’ below the surface after monitoring. The upper layers were mostly clay down to around 4-5’, with much better soils below that. We were unable to perform a percolation test on that lower layer of soils due to safety concerns and rising groundwater . W e took a sample of this soil and have included the lab gradation. We are requ esting a waiver to allow us to use the gradation as a basis for a design application rate. That lower layer of soils is classified as Silty sand w/ gravel (SM ) with 46.9% sand , and the rest of the gradation split evenly between gravel and si lts. In our experi ence , similar soils perked well below the rate needed for a con ventional system. We are confident that this layer will perk at 60 min/in or better and have sized our system for those application rates. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181226, Rebecca Carroll, 08/13/18 In order to use those soils, we have designed the profile using Engineered Receiving Soils for vertical conveyance per section 15.65.210.D.3.c of the code. The clay shall be removed and replaced with filter sand down to the SM layer. This design will not have any negative impact on aquifers serving this or adjacent properties. 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 10’ away. Please refer to the attached test hole logs, soils lab analysis, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE 8/8/18 1345 .0 13 50.0 1355.0 1360.0 1365.0 13 70 . 0 1 3 7 5 . 0 13 8 0.0 1385.0 1390.023.2%12.3%15.4%12.3%ALTERNATE SITE 8040 0 FEET 1"=40' 45' LONG x 5' WIDE, 6" EFFECTIVE DEPTH ABSORPTION TRENCH 3-BD RM HOM E EXISTING WELL 1500-GAL ADVANTEX TANK W/ AX20 POD NOTE: NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 50' OF THE PROPOSED SEPTIC SYSTEM ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND CO MTTH#1 RABBIT CREEK V&H, BLOCK 11H AND LOT 1A Aug 07, 2018 SLOPES > 25% SLOPES > 46% ROBERT DRIVE GRA V E L DRIVEW A Y DECKNICKLEEN STREET10' UTILI T Y EAS EME N T TH#2 UNDEVELOPED WELL>100' FROM PROPERTY LINEPROPERTIES ACROSS NICKLEEN UNDEVELOPEDWELL>100' FROM PROPERTY LINE FOR PROPERTY NORTH OF ROBERT DRIVE CO 2CO 6.0 NEW FOUNDATION CLEANOUT EXISTING SEPTIC TANK ABANDON PER MUNICIPAL CODE APPROXIMATE SEPTIC AREA Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181226, Rebecca Carroll, 08/13/18 RABBIT CREEK V&H, BLOCK 11H LOT 1A DESIGN FACTORS: SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW PERK RATE: 30 - 60 MIN/IN (EST) APPLICATION RATE: 2 GPD/SF 5' WIDE SHALLOW TRENCH SYSTEM 1500-GAL ADVANTEX TANK TYPICAL TRENCH SECTION (NO SCALE) Aug 10, 2018 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 FLOW LINE ELEVATION: 1.5' ABOVE GRADE BOTTOM OF TRENCH: 1.0' ABOVE GRADE BOTTOM OF FILTER SAND: 4.0 - 5.5' BELOW GRADE (REPLACE ALL CLAY FOUND) TOP OF TRENCH: 4.0' ABOVE GRADE 450 GPD / 2 GPD/SF / 5' WIDE * 1.0 REDUCTION = 45 LF TRENCH REQUIRED (45 LF SPECIFIED) 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 5' 6" 5' MOA-APPROVED SAND TO BOTTOM OF CLAY LAYER (4.0 - 5.5') 2' 4' MAX 3:1 SLOPE TOPSOIL & SEED 1'-6" INSULATION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181226, Rebecca Carroll, 08/13/18 SEPTIC TANK BALLAST (NO SCALE) Aug 07, 2018 BOUYANCY CALCULATIONS: (NEGLECTING WEIGHT OF TANK) BOUYANCY FORCE ON EMPTY TANK: 1500 GAL CAPACITY x 8.35 LB/GAL = 12500 LBS WEIGHT OF CONCRETE BALLASTS: 10'x2.5'x2.5' x 150 LB/FT3 x 2 = 18,750 LBS WEIGHT OF SOIL ABOVE TANK: (6'x10' TANK) 4'x6'x10' x 145 LB/FT3 = 34,800 LBS SAFETY FACTOR: 4.2 EYE BOLTS EVERY 2' 1 2" CABLE W/ TURNBUCKLE TIGHTEN OVER TANK 10' L X 2.5' W x 2.5' D CONCRETE BALLAST 1500 GALLON ADVANTEX TANK 4.0 RABBIT CREEK V&H, BLOCK 11H LOT 1A Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181226, Rebecca Carroll, 08/13/18 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: TEST HOLE 1 SLOPE SLOPE SITE PLAN See Site Plan DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP TEST HOLE PRESOAKED PRIOR TO TESTING: PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) Rabbit Creek V&H Block 11H Lot 1A 4/26/18 J. Millette Development Services Department 4700 Elmore Road Anchorage, AK 99519-6650 Municipality of Anchorage DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH? Yes 6.0' 1.0' 020-581-55 Alfy Bakhoum Professional Engineers Stamp: Jul 25, 2018 1.5' OB SILTY SAND W/ GRAVEL (SM) 5/23/18 BLUE CLAY (ML) No perk test done due to depth of perkable material. Rate estimated from lab analysis Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181226, Rebecca Carroll, 08/13/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181226, Rebecca Carroll, 08/13/18 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: TEST HOLE 2 SLOPE SLOPE SITE PLAN See Site Plan DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP TEST HOLE PRESOAKED PRIOR TO TESTING: PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) Rabbit Creek V&H Block 11H Lot 1A 4/26/18 J. Millette Development Services Department 4700 Elmore Road Anchorage, AK 99519-6650 Municipality of Anchorage DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH? Yes 6.0' 1.0' 020-581-55 Alfy Bakhoum Professional Engineers Stamp: Jul 25, 2018 1.5' OB SILTY SAND W/ GRAVEL (SM) 5/23/18 BLUE CLAY (ML) No perk test done due to depth of perkable material. Rate estimated from lab analysis Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181226, Rebecca Carroll, 08/13/18 m M ROBERT DRIVE N 89'35.13"E 13.44' I \ 5 3j'1y96. \ \ Lot 17A 91' R=240, Op• o Lot 2A 2.6'x8.4' SHED 0' UTILITY EASEMENTS Lang & Associates, inc. (907) 522-6476 Phone (907) 522-4625 Fax Professional Land Surveyors kenOlongsurvey.com jonatha nOlongsurvey.com I hereby certify that I have surveyed the following described property: LOT 1A, BLOCK 11H, RABBIT CREEK VIEW AND RABBIT CREEK HEIGHTS SUBDIVISION REPLAT (PLAT No. 2004-91) Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on sold property except as Indicated hereon. Dated this the �)}l. Day of Su '` , "' " , at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Alaska 99515-3049 _00000pp 49TH*I .................... t.......... ��'••.�5-5202.••' ��n\z -trss 0NN- �o MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT,herein the "AGREEMENT"made and _A entered into as of this Day of Q..jv-er of 2019 ,by and between Alfy Bakhoum , 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 V&H Block 11H Lot lA 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 A , includes an annual maintenance fee(typically $400 to$600). U/ Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, ji repairs or permitted alterations to the system. V ' 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 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. ;‘, t Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. ',01J 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 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: 4.c' �' �iv(�' (signature) Date: e)s J)t I J Ea.\1...}\bUfr (print name) STATE OF ALASKA ) )ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this g" day of a 20S1', by Ac-i Ic L%o'.�w. ,,,,,.,,,,,G,,R-- ,GC!`. p TA q(NOTARY PIBLIC Fo�ASKA . a j' • • My Commission expires: 1 ?�2 A►•. Ug 1.�Ci `r _-yrs. /coo' MUNICIPALITY: By: falirieNl'Q �izrvzoe (signature) Date: Oot2o7c5.- Febeeeq r-" ( ( (print name) Title: (rev. 05/18/2018) Page 3 of 3