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Home My WebLink AboutSAND LAKE #2 BLK 5 LT 13Sand Lczke #2 Block 5 Lot 13 #011-134-24 (7�JI ffi:�)j''rj Fl�i-r;�r i i1 Municipality of Anchorage L uIJuU a Ii IL Community Development Department 3 APR 2 5 20 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP151351 PID Number. 011-134-24 0 New ❑ Upgrade Name: WILCO CONTRACTORS ABSORPTION FIELD ■ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address: 16701 RANSOM RIDGE ROAD, ANCHORAGE, AK 99516 ❑ Other Soil Rafing: Total Depth from original grade: Phone: No. of Bedrooms: 242-5443 4 (DUPLEX) *4.0 GPD/Sq. FI. 10 (MAX-) FL LEGAL DESCRIPTION Depth to pipe invert from original grade: SEE DWG. Gravel depth beneath pipe: 7 Ft Ft Subdivision: Block: Lot: Fill added above original grade: Gravel length: SAND LAKE #2 5 13 SEE DWG. Ft. 30 Ft Owns Ip: anger Section: - Gravel width: Beds Number of lines: Distance between lines: 2.5 Ft. - FL SEPARATIONDISTANCES Total absorption area: 420 umber of trenches: 1 Dist between trenches: _ To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer so. Ft. Ft Well 100'+/ 100'+/ **150'+ 100'+/TANK **150'+ - 25'+ ■ Septic ■ S.T.E.P. ❑Holdin ❑ Other p g .*150,+ Manufacturer. capacity. Surface Water 100'+ 100'+ 100'+ - INFILTRATOR SYSTEMS 1530/1060 Gal. Material: Number of compartments: Lot Line ***0' ***3' 5'+ - N/A HDPE PLASTIC Foundation 5'+ 10'+ ***4'+ - LIFT STATION Curtain Drain NONE KNOWN Manufacturer. capacity: INFILTRATOR / QUANICS, INC 1060 Gal. Remarks: *THIS IS A CAT II QUANICS AEROCELL SYSTEM. "Pump on' level at TIMER Pump off" level at TIMER High water alar at 44" **150'+ TO CLASS "C" WELL LOCATED ON LOT 16. WELL RADIUS STAKED Pump Make & Model: Electrical Inspections performed by. BY REGISTERED LAND SURVEYOR DURING CONSTRUCTION.. PE51 M M.O.A. PIPE MATERIAL D1785/ ***LOT LINE AND FOUNDATION WAIVER REQUESTED. SEE ATTACHED. Tank to D2665/ Tankold House to tank D3034 D3034 drain Installer WILCO EXCAVATION Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 99.90 Ft Inspection Dates: 1st 11/10/2015 2nd 11/11/2015 Location and Description: 3rd 11/11/2015 4th - BOTTOM OF SIDING @ POINT "B" Community Development Department Approval ENGINEER'.1 SEAL OF 4444°° Conditional approval: Date: AV' :' � .. °# .4...... .moi... .................. o ........ - Mill yA.nss..:. Cj 6)/CE-7953 _. : Approved: /rU G Date: I �Z YVAJ `�®•� LICENSE,1VAI #AECC884 Inspection Repart_1-1-12doc I131 PARCEL ID NUMBER:OSP55RECORD DRAWING 011-134-24 A B I C FCO 54.8 23.6 36.2 ST1 64.0 19.0 40.2 ST2 73.3 12.8 37.8 DBL1 75.7 12.4 38.1 DBL2 76.5 12.5 38.4 MH 78.6 7.0 33.1 POD1 91.5 1 13.3 23.0 PGD2 91.3 12.0 26.1 C01 92.3 12.8 29.8 CO2 92.3 16.7 39.5 MT1 91.6 15.2 37.8 CO3 93.9 21.6 15.4 MT2 95.2 22.0 16.7 SAND LAKE S/D #2; \ BLOCK 5, LOT 12 \ \ 1 �o \ I 1 w -' \ ► i a m \\ I l N I I 1 1 Irrl II 'm0 / I I m Wi N / / SCALE: 1"=30' / NEW 1050 AEROCELL UNI' SAND LAKE S/D #2; BLOCK 5, LOT 16 SAND LAKE S/D #2; BLOCK 5, LOT 15 I l.i"PGP�/ I NEW 1060 GALLON INFILTRATOR TANK (SINGLE COMPARTMEI 0' WAIVER FOR TANK REQUESTED- ' WAIVER FOR DRAINFIELD REQUESTED _ I I w wNy (n / I THE RESERVE SITE SHALL BE I / REBUILDING THE PROPOSED / DRAINFIELD. I / ANEW 1530 GALLON INFILTRATOR TANK (SINGLE COMPARTMENT) CONTRACTOR INSTALLED LARGE BOULDERS TO PREVENT TANK FROM BEING DRIVEN ON. (SEE ATTACHED PHOTOS) cl i .. PH N 4'+ WAIVER FOR LIFT STATION NEW 4 BEDROOM DUPLEX TO FOUNDATION DRAINFIELD LANCASTER TRACT A UNDEVELOPED APPROXIMATE LOCATION OF WATER LINE AND KEY BOX - wl I CD Q I / I I I I I I 1 I 200 FOOT WELL RADIUS ----?I I II II I I I T - \ HYDRANT \ -APPROXIMATE LOCATION OF WATER MAIN PER AWWU RECORD DRAWINGS GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS -_- 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507 • PHONE (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.gamewengineering.eom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WILCO CONTRACTORS 242-5443 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: SAND LAKE S/D #2; BLOCK 5, LOT 13 J.L.M. TYPE OF WORK: DATE: �, RECORD DRAWING OF SEPTIC SYSTEM 1/2/2017 ' w wNy (n / I ANEW 1530 GALLON INFILTRATOR TANK (SINGLE COMPARTMENT) CONTRACTOR INSTALLED LARGE BOULDERS TO PREVENT TANK FROM BEING DRIVEN ON. (SEE ATTACHED PHOTOS) cl i .. PH N 4'+ WAIVER FOR LIFT STATION NEW 4 BEDROOM DUPLEX TO FOUNDATION DRAINFIELD LANCASTER TRACT A UNDEVELOPED APPROXIMATE LOCATION OF WATER LINE AND KEY BOX - wl I CD Q I / I I I I I I 1 I 200 FOOT WELL RADIUS ----?I I II II I I I T - \ HYDRANT \ -APPROXIMATE LOCATION OF WATER MAIN PER AWWU RECORD DRAWINGS GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS -_- 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507 • PHONE (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.gamewengineering.eom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WILCO CONTRACTORS 242-5443 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: SAND LAKE S/D #2; BLOCK 5, LOT 13 J.L.M. TYPE OF WORK: DATE: �, RECORD DRAWING OF SEPTIC SYSTEM 1/2/2017 PERMIT NUMBER: OSP151351 ST1 TOP OF TANK (INLET) = 94.8E OPERATING LIQUID LEVEL NVERT OF INLET = 94.26 PARCEL ID NUMBER:REC®R® DRAWING 011-134-24 NOTE: TANKS HAVE 3.81 TO 4.18 FEET OF COVER OVER TOP OF TANKS. 2" OF INSULATION PROVIDED OVER TANK. TANK AREA HAS TOPSOIL AND HAS ESTABLISHED GRASS GROWTH (SEE ATTACHED PHOTOS) ST2 0 FINAL GRADE = 2" OF INSULATION OVER TANKS (PER CONTRACTOR) — ,. IM -1530 GALLON SINGLE COMPARTMENT INFILTRATOR TANK INVERT OF OUTLET = FINAL GRADE = 98. -TOP OF TANK (OUTLET) = 94.89 TOP OF TANK (INLET) = 94.6E 4" BY 4' WIDE RIGID INSULATION CENTERED OVER PIPE (PER CONTRACTOR) TOP OF LID = 99.03 IM -1060 GALLON SINGLE 11 COMPARTMENT INFILTRATOR TANK INVERT OF INLET = 94.02 C01 MT1 CO2 ORIGINAL GRADE = 99.16 MT2 CO3 TOP OF LIDS = 100.53-100.57 (@ HIGHEST POINT) __\n n 7 --FINAL GRADE = 100.44-100.73 FABRICS--{�—Q 0 FILTER TREATMENT MODULE MUM DEPTH OF EXCAVATION = 89.16 RELATIVE ELEVATION OF TH#1 = 83.16 (NO GROUNDWATER) TOP OF LIDS = 100.53-1 QUANICS AEROCELL 1050 TREATMENT MODULE WITH INTERNAL DIVIDER WALL AND CLEANOUTS 4" BY 4' WIDE RIGID INSULATION CENTERED OVER PIPE (PER CONTRACTOR) C01 1.25" SUPPLY LINE TO 2" RECIRCULATION LINE DRAINFIELD TOP OF TANK (OUTLET) = 94.65 HIGH WATER FLOAT @ 44" FROM BOTTOM OF TANK TIMER OVERRIDE FLOAT @ 40" FROM BOTTOM OF TANK LOW LEVEL CUTOFF FLOAT (ON/OFF) @ 36" FROM BOTTOM OF TANK GOULDS PE51M AF v w ch m It M O N Z 2 L z0 zJ 00 wN Z0,t 0W Ce) �� o Iw-`_ a a. 0 a O a Q I� w W zuj Z9 J W m J� LL Z Z. w Z �� Zi O M 1-1Z. W ui= O W J -� J Z J" U Y O T� oo Vl m Q — ; N Wcl U Z WO 0 LL YLUJ o ~ 0Q w Z 0 L L O u Q 0 c in a Jw � Municipality of Anchorage.' Orent (IN P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 a (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.orci/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV211000 COSA#: Permit#:OSP151351 PID#: 011-134-24 Legal Description: SAND LAKE #2 BILK 5 LT 13 Engineer: Garness Engineering Group Your request for a waiver of the required horizontal separation from the absorption field and septic tank to the property line has been approved. The approved separation distance is 0.0 feet for the tanks and 3.5 for the field. In addition, the tank is allowed to remain 4.7 feet to the foundation. This waiver .approval applies to the existing absorption field and septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted: Date: Z Approved by: a Name of Revie **** VARIAN C E/WAIVER REVIEW **** GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS - - — - January 2, 2017 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Qui-a�{c r Advan«�d Treatment Sy --rr_tom �r D Ref: Lot Line and Foundation Waiver Request for Sand Lake S/D #2; Block 5, Lot 13 Lot Line Waiver: The new 4 bedroom duplex was issued a septic permit on October 22, 2015. At the time of the issuance of the permit, the property was proposed to have the lot line removed between Lots 13 and 14. The new septic system was installed in November of 2015 with this in mind and no lot line waiver was issued with the permit. We have completed the documentation of the new septic system and the lot line between lots 13 & 14 has not been removed through a platting process. Based upon this information, we are requesting a 0 foot lot line waiver to the new septic tanks and a 3.5 foot waiver from the new drainfield to the North lot line of Lot 13 be granted. Lots 13 and 14 are owned by the same owner and they have no objections to the granting of these waivers. Foundation Waiver: The new septic tank and lift station were installed prior to the foundation being installed. During our inspection, we physically measured to the staking for the foundation to the tanks and there was over 5 foot separation to the proposed foundation. We have performed the swing -ties for the record drawings and we found that from the center of the manhole riser for the lift station to foundation was right at 7 feet. Based upon the drawings for the Infiltrator tanks, the measurement from the center of the manhole to the very edge of the tank is 27.5 inches (2.29'). This would make the edge of the tank 4.7 feet from the foundation. We are requesting a 4 foot waiver be granted for the lift station. Since this tank is only 0.3 feet short of meeting the separation distance requirement, it is our opinion that there is minimal risk with the granting of this waiver. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you fnr vni it acciQtnncA M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com C C) Cl) ops ua Cl) Cc) CO ro zm to Co r4D Go E ci CN C) rc Q uj LO Ile i CN Q LIU, ZE LIJ uj iz CO C C) Cl) ops ua Cl) Cc) CO ro zm to Co r4D Go E ci I � SEAVIEW STREET P - w 0 i J. • • ° . Mat 0.a �a `• 5 OV06'00®E 50.00' cn Z Q �� N mZ �� O U w .6'£ t 26X .6.6 N a a O: .- .9C O x O x b. m.C® ° edo ® c M ®W.to' E Q A C N ® V3 ��+�® ®g O� Nto,?.a p� {�IQ .�pO C CN _ ow '01 �' O n 1r3 O M'j O m ® N �J �¢N�BN� ®��I- Ga H O a C1 0C ®O:E ®a r IS m m ®�hh ® ta. O m��7j � coo �+.D > ®� 6 Vcc U 0 w .0•� • Q r"a O - w ® ems..-� in pb 28.2' 2cc � Q • ate.- � . Q ® 0 a� • N O ® O C Coo XI La N 00°0600 50.00 m a.0 - ®�g� C "� Qi -w IL ® al -- ® zn v m�I A E ® 3 C On-Site WaStewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP151351 Tax Code Number: 01113424000 Work Type: Septic Initial Permit Effective Dates: October 22, 2015 to October21,2016 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: SAND LAKE #2 Site Legal Address: SAND LAKE #2 BLK 5 LT 13 G:2224 Owner/Address: WILCO CONTRACTORS 16701 RANSOM RIDGE ROAD ANCHORAGE AK 995165347 Site Mailing Address: Lot Size in Sq Ft: 6750 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y SepticTank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By: MUNICIPALITY OF ANCHOI Community Development Department Development Services On-Site Water & Wastewater Program Mayor Dan Sullivan (: 907- 343-7997/ On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. O1~ '-~,"2'¢k'~"'2~ Property owner(s) WILCO CONTRACTORS Day phone 242-5443 Mailing address NHN SEAVIEW STREET *ANCHORAGE~ AK - Site address NHN SEAVIEW STREET ~ANCHORAOE, AK Legal description (Sub'd, Block& Lot)SAND LAKE #2; BLOCK 5, LOT 15 Legal description (Township, Section & Range) Lot Size Sq.Ft, Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: ( [~_11 that apply) Initial [] Single Family (SF) [] Absorption Field [] (w/wo ADU) Septic Tank [] Upgrade [] Renewal [] Duplex (D) [] Holding Tank [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N/A Distance:. - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. ,~ ~ Waiver Fees: /O - /~'~/,~;~'"' Date of Payment: 0 ~""~ I 0 (~N Receipt Number: ?/'5 / Weaver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS October 16, 2015 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System for Sand Lake #2; Block 5, Lot 13 & 14 To whom it may concern: The subject property is currently vacant. The developer is proposing to install a 4 bedroom duplex (2 bedrooms each side). The lots are served by AWVVU water. Because of the limited space for the initial and/or future septic systems on the property, we are proposing a Cat II Quanics Aerocell treatment system be used which will consist of a 1530 gallon infiltrator septic tank (single compartment), a 1050 gallon Infiltrator tank (single compartment) with Quanics pumps & controls, and a 1050 Aerocell pod. One testhole was excavated on the property and the drainfield is designed within the 30 foot radius. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2013 soil log which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached design drawing, the average topography around the proposed drainfield is generally flat. 5. WAIVER: Given the visual classification (SVV) of the native soil, we are requesting that your department waive the need for a sand filter. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Preside~/ x,j 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com ___~ ........ ~-/- ..... = ............... 1 .......................... ~ ..................... ,/ ........ ~ / LANCASTER TRACT A UNDEVELOPED GARNESS ENGINEERING GROUP, Ltd ~ 100 SCALE SEPTIC SYSTEM DESIGN UPGRADE 10/14/2015 i DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: <1 MIN/INCH PROPOSED APPLICATION RATE: '4.0 *CAT II ADVANCED TREATMENT __ MINIMUM DRAINFIELD SQ, FT,: 150 DRAINFIELD DESIGN: MAXIMUM DEPTH OF EXCAVATION: 10 FEET WIDTH: 2.5 FEET LENGTH: 30 FEET M.O.A. APPROVED SAND FILTER: PROPOSED USE OF IN-SITU SOILS EFFECTIVE: 7.0 FEET ACTUAL SQ.FT.: 420 FT~ SAND LAKE S/O ~2; . BLOCK 5, LOT ,0 ,.STALL %PROP6SED 1530 GALLON INFILTRATOR SEPTIC PROPOSED 1060 GALLON SINGLE COMPARTMENT --'----" INFILTRATOR PUMP TANK - \ \ \ ~ROPOSED DRAINFIEL~ -~ SAND LAKE S/D #~ ~_~OCK 5. EOT 1~ PROPOSED 1050 AEROCELL TREATMENT UNIT ~ EXISTING /I / / SAND LAKE S/D ii2; BLOCK 5, LOT 12 / / / / / / / /, GEG, Ltd. HAS ~ B PAGE BPECIFI ION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER THE RESERVE SITE SHALL CONTACT GED. BY PROCEEOING FORWARD BE REBUILDING THE WITH THIS NSTALLATON, THE ENDNEER. PROPOSED DRAINFIELD WELL DRILLER, CONTRACTOR AND I PROPERW OWNER AGREE TH/~ THEY - HAVE READ THESE SPECIFICAT,ONS AND -- -- AGREE TO ACCEPT THE TERMS AND NOTE'. THE CONTRACTOR SHALL HAVE THE SOUTH &: WEST LOT LINES, AND ALL c~. ~ I WELL RADII FLAGGED BY A ~ SC~E: REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. SAND LAKE S/D J~2: BLOCK 5, LOT 15 / / / 1" -- 40' / / I/ /! PROPOSED 4 BEDROOM DUPLEX WILCO LOCATION OF AWWU HYDRANT I ~APPROXIMATE LOCATION OF WATER MAIN PER AWWU RECORD DRAWINGS LANCASTER TRACT A \ UNDEVELOPED \ \ GARNESS ENGINEERING GROUP, Ltd ~Z O~ O0 z GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS [SOIL LOG - PERCOLATION TEST] LEGAL DESCRIPTION: SAND LAKE S/D #2; BLOCK 5, LOT I3 PERFORMED FOR: WILCO CONTRACTORS DATE: 10/15/2013 ORG [TEST HOLE #1 [ SOIL CLASSIFICATIONS GH SW BLACK SAND W/SOME GRAVEL PRESENT OR HL CL OL MP CH OH SC DEPTH TO GROUNDWATER DATE DRY 10/15/2013 DRY 10/22/2013 DRY 1013/2015 SITE PLAN SCALE: DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 10/15/2013 PERK TEST ABSORBED 5 GALLONS OF WATER IN LESS THAN 3 MINUTES 3V'~3 TIMES PERCOLATION RATE <1 (MIN./iNCH) PERC. HOLE DIA, (INCHES) TEST RUN BETWEEN 5.0 FT. AND 6.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: [] YES · NO SOILS LOGGED BY: ANDREWGRAY PERCOLATION TEST PERFORMED BY: ANDREW,GRAY EOHHENTS: PERCOLATION READINGS ARE WITHIN 1116 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED~.IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~'~ ~! .,~/,'? ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY On('' F ANCHORAGE AND ( ,liLV 149 , THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 20 Day of Oadpc.r of 2015 , by and between (etc Q 1A -r.. tA)A l herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Qwp1 ) located at (legal description). Some� ko. # 9 i 13 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC') 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations. Installation and Removal of Additional Eauioment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS H. 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. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such parry thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: b. Municipality: Director Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair 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 Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: r %� By: �?'r�l+ «"signature) Date: it j c cja, xY. (print name) '',\Y N G,4 _ t4✓ NOTAq Y STATE OF ALASKA AUB SS. i o •N.LIG R't �4�° THIRD JUDICIAL DISTRICT ) %"OF ALP"') Aq, eicoes.- 41 The foregoing instrument was acknowledged before me this dayloy-111Ekyt 2015,by IiJliQjAh(UVASM q&� �tAdLAQ, NOTARY PkJBLIC FOR ALASI My Commission expires: g - a , D-0 19 MUNICIPALITY: signature) Date: name) Title: