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HomeMy WebLinkAboutSOUTHPOINTE BLK 1 LT 4outhpointe Block 1 Lot 4 #020-311-49 On -Site Water & Wastewater System Permit Permit Number: OSP151188 Tax Code Number: 02031149000 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 Work Type: WeIlSeptic Initial Permit Effective Dates: July 01, 2015 to June 30, 2016 Design Engineer: ANDERSON ENGINEERING Subdivision: SOUTHPOINTE Site Legal Address: SOUTHPOINTE BILK 1 LT 4 G:3738 Owner/Address: SALVE MARK & BUCKLEY HONORE VAUGHN 5940 GREECE DR ANCHORAGE AK 995166045 Site Mailing Address: 6255 SOUTHPOINTE RIDGE DR, Anchorage Lot Size in Sq Ft: 74496 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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 Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE ON-SITE SEWER/WELL PERMIT APPLICATIO Parcel I.D. 020-311-49 Property owner(s) Mark Sauve & Honore Vaughn Buckley Mailing address 5940 Greece Drive Anchorage, AK 99516 Site address NHN Southpointe Ridge Drive Anchorage, AK 99516 N Phone: 907-343-7904 F " - 4 l'TAI AIN i 7 2015 go Gretchen Stullee Day phone 229-1886 Legal description (Sub'd., Block & Lot) Southpointe, Block 1, Lot 4 Legal description (Township, Range & Section) Lot Size 74,496 Sq. Ft. Number of Bedrooms Four (4) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial 0 Single Family (SF) Q (w/wo ADU) Septic Tank 0 Upgrade 1:1Duplex (D) ❑ Holding Tank ElRenewal F-1Multiple Dwellings ❑ Privy 71(SF and/or D) Private Well FxJ Water Storage F]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. E owner or authorized agent) Permit/Rush Fees: �I� Waiver Fees: Date of Payment: �l'8l �5 Date of Payment: Receipt Number: Receipt Number: Permit No. OS171511 Waiver No. Permit App_9-1-12.doe I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. E owner or authorized agent) Permit/Rush Fees: �I� Waiver Fees: Date of Payment: �l'8l �5 Date of Payment: Receipt Number: Receipt Number: Permit No. OS171511 Waiver No. Permit App_9-1-12.doe June 17, 2015 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 4, Block 1, Southpointe Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer The owner of Lot 4, Block 1, Southpointe Subdivision intends to construct a four- bedroom home on the lot. We are therefore requesting a permit be issued for construction of a new well and septic system to serve the new home. The size of the septic system and the proximity of bedrock to the ground surface in the subdivision limit the available area for the sewage disposal system and make it difficult to place a conventional septic system. We therefore intend to construct an Advantex Treatment System on the lot in conformance with subdivision plat notes to provide the most effective treatment of the septic effluent prior to discharge into the surrounding soil strata. The location of the absorption system is shown on the attached Site Plan. Drainage patterns are also shown on the plan and will not be modified as a result of the proposed construction. The test holes placed on this lot revealed silty sand with gravel soils (SM/SW) underlain by bedrock. The percolation rate in the materials encountered in the area near the new system was 4.0 minutes per inch. No groundwater was found but bedrock was encountered at 5.0'. Our design provides for the bottom of the absorption trench to be 7' above the bedrock layer. We are therefore proposing to place a four-bedroom Advantex Treatment System. The absorption trench will be 30' long x 5' wide with .5' effective depth. The distribution line in the trench will be placed at 2.5' above the existing ground level. The total depth of the trench will be 1' to remove the organic material. The organic material will be replaced with coarse sand which will also be used to raise the trenches 2' above existing ground. A minimum of 2' of fill will be placed above the trenches along with 2" of insulation. A minimum of 4' of fill will be placed over the septic tank to meet Municipal Code and prevent freezing. The ground surface of the lot slopes at 20% to 25% to the south or southwest, but is Lot 4, Block 1, Southpointe Page Two June 17, 2015 virtually flat near the location of the primary absorption trench site. Slopes become extreme further to the west. The trench will be constructed parallel with the contours of the slope as much as possible in conformance with Municipal requirements. All components of the new septic system will be constructed a minimum of 100' from any surface water and 100' from the well currently on the lot. No conflicts exist between the proposed well and septic system and those in the area. All adjacent lots are vacant. If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, AlAil-41 4E Michael E. Anderson, P.E. Attachments .............. .. (� th..... x.........49 .. / AX MICHAEL E. ANDERSON . � ii 0#5n%.. No. CE -4381 _�/ June 17, 2015 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 4, Block 1, Soputhpointe Subdivision Trench Side Slopes Dear Onsite Services Engineer: Absorption system sites on Lot 4, Block 1, Southpointe Subdivision are limited by the presence of bedrock with few areas acceptable for the placement of an absorption trench. The most suitable area to place the new absorption is approximately 10' from the northern lot line. The fill above the trench will be approximately 5' above ground. The 3:1 side slope will encroach on the neighboring property. We therefore request a waiver allowing the slope to be 2:1. The slope will be covered with topsoil and seeded with grass. Maintenance will be provided until a flourishing stand of grass is achieved. The 2:1 slope is standard for fill slope requirements in the Municipality. No erosion of the slope is anticipated once revegetation is complete. Sincerely, n Michael E. Anderson, P.E. MICHAEL E. ANDERSON I% 15' T &rase �m a LU Z Z Z) 0 0 Z O U Of, RIDGE DRIVE / �p8 52 �1903�2� W V C - N u1 Q d z V � Q 3 c v- O > n O c o U 0 O x u `o O O N e ZO p in n c \> M x O 1- / V vtn6 W > > 0 YO) U7 IM U 1 Z D J Cf) 1 +1 m V) W � z ter- _ ,. O � O = a LU Z Z Z) 0 0 Z O U Of, RIDGE DRIVE / �p8 52 �1903�2� W V C - N u1 Q UI O V � Q c o U 0 O O O N e ZO p W > > 0 O OU N V 1 Z J C N To 0 J m Vl J T O O 3 c —ao p 10 O C N N O Q 0 O 0 CO > -O c .o W p m O d O 4 N = L ~ 0 a C Q O O p 0 z 0(L ` w° ovo�� •�`Nez M :< w U .111 L W O 4 :< Z V :3 :oGCn�' SOUTHPOINTE LOT 4, BLOCK 1 DESIGN FACTORS: SYSTEM REQUIREMENTS: 4 Bedroom Home Shallow Trench System Perc. Rate: 6-15 Min./Inch Advantex Treatment System Application Rate: 4 GPD/SF .5' Effective Depth 4 Bedrooms X 150 GPD/Bedroom = 600 Gallons 600 Gallons/4 GPD/SF/5 LF (Width) = 30 LF Trench Length THEREFORE: Construct a 30' Long by 5' Wide by No Effective Depth Absorption Trench at the Location Shown on the Site Plan. Distribution Pipe to be Placed at 2.5' Above Existing Ground. Place 2" of Insulation and 2' of Cover Over Absorption Trench. Maintain 100' Separation From Private Well on the Lot. .5' 1 5' 2' Existing Ground 3/16" Diameter Holes @ 1' Spacing - 30 Total Place 6" of Topsoil and Vegetation. Vegetation Must be Established Prior to Final Approval. Natural Backfill 2" Insulation and Geotextile Fabric 2 1"PVC -1 Drainfield Rock i 5' 2' Coarse Sand 1' Coarse Sand In Situ GM Soil NOTE: TYPICAL TRENCH SECTION Existing Ground (NO SCALE) Grade Area Surrounding Bed to Drain Away. Minimum 6' Separation From Bedrock. Minimum 4' Separation From Groundwater. Minimum 100' Separation From Private Wells in the Area. Minimum 100' Separation From Surface Water or Streams. Minimum 10' Separation From Water Service Line. MUNICIPALITY OF ANCHORAGE DEVELOPMENTSERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: Lot 4, Block 1, SOUtbpOinte Subdivision PERFORMED FOR: WillowridQe Construction DATE: 5/27/14 PROJECT No.: PARCEL ID#: TECHNICIAN: MEA DEPTH TEST HOLE 1 (feet) 1111111 OB/OG 2 3 SM/SW 4 SAND W/SILT 5 6 7 8 9 10 11 12 13 14 17 1 I SLOPE Professional Eneineers Stam.: Y a WAS GROUNDWATER ENCOUNTERED? No GROSS TIME (MINUTES) NET TIME (MINUTEs) DEPTH TO WATER (INCHES) IF YES nQ WHAT DEPTH? TEST PRESOAKED PRIOR TO TEST. 6/4 1 11:14 0 0.25" DEPTH OF WATER AFTER MONITORING: None p 11:44 DATE OF MONITORING- 6/4/14 IC— 3 11:45 DATE READING GROSS TIME (MINUTES) NET TIME (MINUTEs) DEPTH TO WATER (INCHES) NET DROP (INCHEs) TEST PRESOAKED PRIOR TO TEST. 6/4 1 11:14 0.25" 2 11:44 30 7.50" 6.25" 3 11:45 0.38" 4 12:15 30 7.63" 6.25' 5 11:46 0.25" 6 12:16 30 7.50" 6.25' PERCOLATION RATE: 4.0 (MIN/INCH) PERC. HOLE DIA -6 -(INCHES) TEST RUN BETWEEN: 3 FT. and 4 FT. COMMENTS: TEST HOLE TO VERIFY LACK OF BEDROCK. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6/8/2015 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND /OftiL 5A4V�_ " k101"11C 9kya"Aq THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this _^A/4A 44- SAUJL� Z-9 Day of Al of20iS'byandbetween &JULaC�, 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 Advantex Wastewater Treatment System located at (legal description). Lot 4, Block 1, Southpointe Subdivision 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 AW WTS that were included in the original design which would allow the AW WTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AW WTS. 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 AW WTS 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 Equipment. Prior to performing any alterations to an AW WTS, 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 AW WTS 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 AW WTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AW WTS installation and maintenance requirements as provided by the AW WTS 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 party 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: Nyc wrg. V L3ucklcn * 1t 09.ett- .-'� �N � e 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: By: \J GJ/�_(signature) Date: Sldc�S name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument ,jj��'as acknowledged before me this&y day of d 20�, by (��d/G�.1 K•1 r NOTARY PUBLIC FOR ALASKA My Commission expires: J14 Fw 20 1� MUNICIPALITY: By: (signature) Z Q 000 �XOTAqy '.•OU80 �Nty W cat 8111111i'4 0 Date: name) Title: os Municipali 1,,�.'i U l �F QL ® ty of Anchoxag On -Site Wbter and Wastewater Program ly ��l 2�1�<-. (907) 343-7904 s A F r 5 Certificate of On -Site Systems Approval o L 9 Parcel I.D. 020-311-49 Expiration Date: '2 1. GENERAL INFORMATION Complete legal description Southpointe, Block 1, Lot 4 Location (site address) 6255 Southpointe Ridge Drive Anchorage, AK 99516 Current Property owner(s) Crown Pointe Inc. Day phone Mailing address P.O. Box 112313 Anchorage, AK 99511 Real Estate Agent Day phone 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) r p z F ­]Du lex r ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: Four 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual lX Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance request Received by: Date: 1(244V -I& COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 6 9. ff Y//..f =e ///, Date of Payment /6 1'2( 1/1 Receipt Number i� Z 2 COSA# Waiver Fee $ Date of Payment Receipt Number Waiver # 5. 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 for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. 6. DSD SIGNATURE Phone 522-7773 Date 10/21/2016 OF q��eeR ��:�:• fE 49114 y .' +—cam. System #1 Approved for bedrooms .. A - ✓ MICHAHC E. ANDERSON System #2 Approved for bedrooms 9% s;-° CE -4331 Disapproved A y �TMRO FES S10N�a© Conditional approval for bedrooms, with the following stipulation :" BY ✓Cl s �i ( Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet r c If more than 1 septic system is on the lot: COSA Checklist # of _ Structure served by this system Certificate of ®n -Site Systems Approval Checklist Legal Description: Southpointe, Block 1, Lot 4 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed 10-11-15 Sanitary seal (Y/N) Y Total depth 326 ft. Cased to 20 ft. Date of test Static water level Well production FROM WELL LOG 10-11-15 WATER SAMPLE RESULTS 88 ft 3 g.p.m. Parcel ID: 020-311-49 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) >18" in. AT INSPECTION ft. Coliform 0 colonies/100 mL Nitrate 4.70 mg/L Arsenic N/D ug/L Date of sample: 10/4/16 Collected by: And. Engineering B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/FAP/Advantex Tank size 1,500 gal.:,Number of Compartments 2' Foundationcleanout (Y/N) Y Depression over tank (Y/N) N Date of pumping ..New Pumper Construction Date installed 6/2/16 Cleanouts(Y/N) Y High water alarm (Y/N) Y C. ABSORPTION FIELD DATA Date installed 6/2-7/16 Sqil rating (g.p.d./ft2 orft2/bdrm) 4 GPD/SF Length 30 ft. Width 5 ft. Total depth .1 ft. Eff. absorption area 150 fe Monitoring tube Date of adequacy test New Const. Results (Pass/Fail) Fluid depth in absorption field before test 'in Elapsed Time: min. Final fluid depth_ System type 5' Wide Gravel below pipe .5 ft. Y Depression over field N For bedrooms Water added gal. New depth in. in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION Date installed "Pump on" level at Datum Size in gallons_ in. "Pump off' level at Cycles tested in Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: >100' >100' Septic tank/lift station on lot On adjacent lots Absorption field on lot >1 00' On adjacent lots >1 00' Public sewer main >75' Public sewer manhole/cleanout >100' Sewer /septic service line >25' Holding tank >75' Animal containment areas >50' Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line >5' Water main >10' Water service line >10' Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water Service line >10' Surface water >100' Curtain drain Nolle Noted Wells on adjacent lots >100' F. COMMENTS G. ENGINEER'S CERTIFICATION 1 certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Michael E. Anderson, P.E. Date 10/21/16 COSA brown sheet 10-10-12.doc >100' Absorption field >5' Surface water >100' Water main >10' Driveway, parking/vehicle storage >1 0' in. �v1ooapq a � o��� OF Q�gggA [THi � t p..•• .. ��,•,� 611C}IASL E. APM R_<OM: d •, CE -4331 �® Jill P�Ooa PLAT NO. 2007-37 SOUTHPOINTE SUBDIVISION LOT 4, BLOCK 1 / 74,496 S.F. y9.a6 ay w s� N a � SEPi1C SYS7DA Jla1 \ \ do \ FO `'OW, Bp� \ r OF•,,�1� °' • 491H y....................... .�, Jam.:...... 0 a • • BY AV ry A6091 faldl �: - o. • A�atessionol vood �1 GASTALDI LAND SURVEYING, LLC JEFF A. GASTALDI, R.L.S. 2000 E. DOWLING RD., SUITE 6 ANCHORAGE, ALASKA 99507 PHONE 248-5454 I GRIDATE SW3738 108/22/2016 I F.B. I JOB NO. 16-03 SPS41 .5O 111=50' N 83"53138"E 145.00' I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. 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. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT, ALASKA NOTE: NO CORNERS SET THIS DATE BUILDING DETAIL SCALE: 1"=20' ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND /gwrA -57A.% -c ^...' d..c kir THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this ZFl�bay of (/ cAe4er of 20 ( G, by and between Aark,$, I'd m'd /(a,,,, (f,,r4 4T. 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 (AW WTS), described as Advantex Treatment System located at (legal description). Lot 4, Block 1, Southpointe Subdivision 2. Definitions. Alteration. Any change to the design or function of an A W 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 EaniDment. 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 service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property wil I not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the A W WTS installation and maintenance requirements as provided by the A W WTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's A W WTS. I. Owner agrees to provide and maintain a telephone connection to the A W WTS as required by the A W WTS approval. 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 party 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: / " I ArA Siertvw iw,r/ ojj lt 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: By: �rq.M _. at!c➢W (signature) Date: 2d U /.v�..� �lotote awh av (print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this �Or&y of a %a 20_L6 ,by T,�;/4 �%arlirt NOTARY PUBLIC FOR ALASKA My Commission expires: 0 6X0 11do o MUNICIPALITY:�] y: -- (signature) 'Official Seal' v Notary Public Tabitha Darling State Of Alaska Date: / 6 2 ((o name) Title: