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HomeMy WebLinkAboutT14N R1E SEC 30 NE4SE4SW4T14N R1E Sec. 30 NE4 5E4 SW4 #067-291-03 Municipality of Anchorage • t r 1_ Development Services Department BuildingunSafety gion On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: OSP111097 PID Number: 067-291-03 of Name: Jeff Bowden Wastewater System: ❑ New P4 Upgrade Address: 28323 Eagle River Road Eagle River, AK 99577 ABSORPTION FIELD Phone: Number of Bedrooms: 632-6446 3 0 Deep Trench 14 Shallow Trench 0 Bed 0 Mound 0 Other LEGAL DESCRIPTION Soil Rating: 4 GPD/Ft2 Total Depth from original grade: 7.0 Ft. Block Lot: Subdivision: Depth to pipe bottom from original grade: 6.0Ft. Gravel depth beneath pipe: 1 Ft. Township: 14N Range: lE Section: 30 NE4SE4SW4 Fill added above original grade: -1 Ft. Gravel Length_ 20 Ft. Well: ❑ New ❑ Upgrade Gravel width: 5 Ft. Number of lines: 1 Distance between lines: - Fc Classification (Private, A, B, C): Existing Total Depth. Ft. Cased to: Ft Total absorption area: 115 Ft' Pipe Material: ASTM 3034 PVC Driller Date Drilled: Static Water Level: Ft. Installer Whitters Excavation Date installed: 7/6-8/2011 Yield GPM Pump Set at: Ft. Casing Height Above Ground: FL TANK SEPARATION DISTANCES • Septic 0 Holding 0 S.T.E.P. 1'A Other To From Septic Tank Absorption Field Lift Station Holding Tank public/Private Sewer Line Manufacturer AdvantexlAnchorage Tank Capacity: 1500 Gal. Well >100' >100' >100' N/A >25' Material: Steel Number of Compartments: Two Surface Water >100' >100' >100' N/A LIFT STATION Lot Line >5' >10' >5' NIA Size: 500 Gat Manufacturer Orenco/Anchorage Tank Foundation >5' >10' >5' N/A °Pump on° level at: 28 io °Pump off' level at: 28 in. High water alar at: 051 P2005-11 Curtain Drain None Noted N/A Pump Make B. Model 031 P2005-11 Electdcal Inspections performed by: Ed's Electric Remarica: Existing Septic System Abandoned in Accordance With BENCH MARK Municipal Code. Location and Description: Garage Slab. Verified 6' Separation to Bedrock Each End of Trench. Assumed Elevation: 100.0 Ft lofty Inspections performed by: A. Harala Dates: 1st 7/6/2011 -e•VneF SAY ••••••• ,QS,7, awAsly? i ��• . -- jjrr �...I' *0 tt *: 491H /� • * 0 SOO • Me 000 00 e i . ,-. ;MICHAEL E. ANDERSON:el, s" CE. =4381 ••••,...4'21 0 r •• 4 F9F•- o..•..t(.444447 �• 9 pR0EE55t0%A-s• ti t1I""** 2nd 7/7/2011 Development Services Department Approval Conditional Approval Date: (//� Reviewed and approved by i / (1 Date:/11-3,3-/� (Rev. 04/06) �� ma a mm m6S9 wRzo a to co 0 to co tn rp cn \ 0- 0 ( 4.777 '� t Z: % y tmc^ _ |//�!/ ,r!?22 .®© • - -. v, •w2 % 44,1- 03In clo•co ( 6 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-79C On -Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP111O97 Original Grade N Grade 01.3 x 2 N 115.7 // 114.7 96 • AX -20 Pod 1,500 Gal on Advantex Tank Original Grade 99.2 500 Gal. Lift Station 4 115.9 r� 114.9 Page 3 of 3 PID No. 067-291-03 Original Grade Finished Grade 109.9 Finished Grade Geotextile Fabric \-108.9 20 - 3/16" Diameter Holes @ 1' Spacing. Drain Field Rock 20' 102.7 Finished Grade `\ '-109.9 `-108.9 No Groundwater 10/15/10 Trench Length PROFILE AS—BUILT Scale: NONE iseassamit 49th %■ ii��� A y9 .'...E" i.Srff.M��a. '�%? NIg1AEL E. ANDERSON iS I .% No, CE -4381 i sit: MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM 4700 BRAGAW ANCHORAGE, AK 99519 SOILS LOG - PERCOLATION TEST PROJECT #: PERFORMED FOR: - Jeff Bowden DATE PERFORMED' 8/20/2010 LEGAL DESCRIPTION' 2- 3- 5- 6- 8- 9--d d 10 .d ! d 12-' " .. 13 I 14 15- 16- 17- 18 6- 17- d Section 30. T14N. R1E, NE4, SE4. SW4 TEST HOLE # 1A Organic Layer - OL 4 d Silty Gravel with Sand 18 COMMENTS' GM/GP WAS GROUNDWATER ENCOUNTERED? IF YES, WHAT DEPTHS SLOPE No DEPTH OF WATER None AFTER MONITORING. DATE' BOH - 13.2' illill s 4'• 49th niit 3 MICHAEL AtMER50N , —• 1 1;>%. No. CE -43E1 °, 1 ti♦11l.„ SAS. 5/15/2011 Ald L 0 P E SITE PLAN SEE SITE PLAN SEE SITE PLAN READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP PERC RATE: MIN./INCH TEST RUN BETWEEN FT AND Bedrock Depth at 13.2' Southeast End of Trench. PERC. HOLE DIAMETER' _FT TEST PERFORMED BY: ALAN HARALA I, MICHAEL E. ANDERSON CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 10/25/2011 PROJECT #: PERFORMED FOR: MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM 4700 BRAGAW ANCHORAGE, AK 99519 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION' 1 2- 3 • • 6— d. 7 . a 9 . 10^ .e-• I I — , �. • 12,"'.. • 13 _I=1 14=111— 15— 16— 17— 8 18 COMMENTS' Jeff Bowden DATE PERFORMED' 8/20/2010 Section 30. T14N, R1E, NE4, SE4, SW4 TEST HOLE # 1B Organic Layer - OL Silty Gravel with Sand GM/GP WAS GROUNDWATER ENCOUNTERED? IF YES, WHAT DEPTH? DEPTH OF WATER AFTER MONITORING. DATE* • 12 MICHAEL E. AMASON : W • r" W. No. a: -un -"et PROFESS ktt# SLOPE No None 5/15/2011 1 Aid S L 0 E SITE PLAN SEE SITE PLAN SEE SITE PLAN READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP PERC RATE: MIN./INCH PERC. HOLE DIAMETER' TEST RUN BETWEEN FT AND FT Bedrock Depth at 13.2' Northwest End of Trench. TEST PERFORMED BY: ALAN HARALA I, MICHAEL E. ANDERSON CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 10/25/2011 ED'S ELECTRIC, INC. P.O. Box 221003 Anchorage, AK 99522 JULY 10'", 2011 TO WHOM IT CONCERNS: ADVANTEC SEPTIC SYSTEM, 28323 Eagle River Rd. ANCHORAGE Bus: 272 4591 Fax 272 4590 Ed's Electric Inc. installed the electrical on subject project to the code requirements of the NATIONAL ELECTRICAL CODE and the Municipality of Anchorage. The subject property is in the Land use area of Eagle River and does not require an electrical permit. All work is 100% complete. Thank You, Kenny Rodgers Ed's Electric, Inc. 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: OSP111097 Tax Code Number: 06729103000 Work Type: Septic Upgrade Permit Effective Dates: June 16, 2011 to June 15, 2012 Design Engineer: ANDERSON ENGINEERING Subdivision: T14N R1E SEC 30 Site Legal Address: T14N R1E SEC 30 NE4SE4SW4 G:0500 Owner/Address: ANDERSON ENGINEERING PO BOX 240773 ANCHORAGE AK 99524 Site Mailing Address: 28323 EAGLE RIVER RD, Eagle River Lot Size in Sq Ft: 420350 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank 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. Special Provisions: Confirmation test holes to check bedrock depth are to be made near each end of the proposed trench. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. Received By: 1/14 ---,LL ` Issued By: Al- �A)C7- Date: Date: Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.orq/Onsite Development Services Department On -Site Water and Wastewater Program Department **** VARIANCE/WAIVER REVIEW **** Waiver#: SP111098 COSA#: Permit#: OSP111097 PID#: 067-291-03 Legal Description: T14N R1 E Sec 30 NE4 SE4 SW4 Engineer: Anderson Engineering Applicant: Jeffrey Bowden Your request to put an absorption field on a slope that is greater than 25% has been approved. The proposed field may be constructed on a slope of 35%. This waiver approval applies to the proposed Error! Reference source not found. 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: (%.A Approved by: Name of Review Rec#: 032624 Amount: $200.00 Date Paid: 6/9/11 **** VARIANCE/WAIVER REVIEW **** MUNICIPAL TY OF ANCHORAGE Community Development Department Development Services Division On -Site Water & Wastewater Program Mayor Dan Sullivan ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 007- L`% 1 -03 Property owner(s) � = I= I -L(7 y" Et) LA Mailing address Site address Phone: 907-343-7904 Fax: 907-343-7997 Day phone 2 £ 3Z3 &At,' Q vc & 14:4 E Cii-.E a 12-X- A e5 77 Legal description (Sub'd., Block & Lot) -7-0-1-h) IZ. l Z SL=Zrto OF AJ `i' S L L4, S . 4 Legal description (Township, Range & Section) Lot Size `-lam', 3s 4? Sq. Ft. Number of Bedrooms ')) THIS APPLICATION IS FOR: (® all that apply) Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: 4 Gscia.:;7 770 c14 -r-c) c . ssr v c4-ce I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) e 3it/Rush Fees: Date of Payment: `i )1 Receipt Number: C Permit No. 05 P 111 O'V1 G:\Building\On Site\Forms\Client Forms\Permit App_010411.doc Waiver Fees: r _� Date of Payment: Receipt Number: 0 %`a t L:7;;;) Waiver No. t5p(1)ca�' (Rev. 1/11) ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) June 7, 2011 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: T14N, R1 E, Section 30, NE4, SE4, SW4 Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The septic system on the subject lot has failed and must be replaced. We are therefore requesting a permit be issued for the construction of a new septic system to serve the home on the lot. The terrain on the lot is very steep and the new trench must be placed in the area with the shallowest surface grade. In addition soil conditions on the lot indicate the presence of bedrock close to the surface which makes it difficult to place a conventional septic system. We have therefore decided to place an Advantex Treatment System on the lot 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 gravel with some sand. The percolation rate in the materials encountered was between 3 and 5 minutes per inch. No groundwater was found during excavation and none occurred during the monitoring period. Bedrock was found at 13' below the surface. Our design provides for the bottom of the absorption trench to be at 7' below the ground surface. We are therefore proposing to place a three-bedroom Advantex Treatment System. The absorption trench will be 20' long x 5' wide with a 1' effective depth. The distribution line in the trench will be placed at 6.0' below the existing ground level. A minimum of 2' of fill and 2" of insulation will be placed above the trench and 4' over the septic tank to meet Municipal Code and prevent freezing. The ground surface of the lot slopes steeply from the northeast to the southwest by as much as 40%. A waiver has been prepared requesting the trench to be placed on a slope in excess of 25%. We are confident the soils in the area and the use of the Advantex System will result in effective absorption of septic effluent with no sidewall T14N, R1 E, Section 30, NE4, SE4, SW4 June 7, 2011 Page Two leakage. 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 existing well on this lot. No conflicts exist between the existing well and septic system and those in the area. 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 Tots 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, Michael E. Anderson, P.E. Attachments ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) June 7, 2011 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: T14N, R1 E, Section 30, NE4, SE4, SW4 Absorption Trench to Slope Waiver Dear Onsite Services Engineer: The ground slope on the subject lot is steep and averages nearly 35%. The existing septic system has failed and a new system must be installed. We have located an area with acceptable soils, but it is situated on a slope greater than 25%. We are proposing to install a nitrate reducing Advantex Treatment System as mitigation to the slope issue. The accepting soils have a percolation rate of less than 5 minute per inch. It is unlikely septic effluent will migrate in any direction other than down. We have also located the distribution line in the trench at 6' below the surface to insure downward migration of effluent. A slope analysis is attached which shows at least 23' from the edge of the trench to any break in grade greater than 25%. We hereby request a waiver be issued allowing the absorption trench at this location. Sincerely, Michael E. Anderson, P.E. 0 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' 75' 80' T14N, - 1 E, SECTION 30 NE4, SE4, SW4 SLOPE ASSESSMENT cn o o 0 cno cn \ 0 ,Probable (Direction — f 0w (ll N / / N89•53'00'E 660.00 CBLM RECORD) T14N, R1 E, SECTION 30 NE1/4, SE1/4, SW1/4 9.987 ACRES +/- S89'54 00'W 660.00 CBLM RECORD) AREA MAP SCALE 1' = 100' (02!00321 n8) -17046S9 M„6S,L0.00N T14N, R1E, SECTION 30 NE1/4, SE1/4, SW1/4 DESIGN FACTORS: Three Bedroom Home Perc. Rate: 5 Min./Inch Application Rate: 4 GPD/SF SYSTEM REQUIREMENTS: 5' Wide Trench System Three Bedroom Advantex Treatment System 1' Drainfield Rock 3 Bedrooms * 150 GPD/Bedroom = 450 SF Absorption Area 450 SF/4 GPD/SF/5 SF (Width)*.87(Red. Factor) = 19.575 LF Trench Length THEREFORE: Construct a 20' Long x 5' Wide x 1' Effective Depth Absorption Trench. Flow Line Elevation in Trenches to be at 6' Below Original Ground Surface. Total Depth to be 7' Below Existing Ground. Provide 3' Cover Over Absorption Trench and 4' Cover Over Septic Tank. 5'6" 6" 1' Natural Backfill 5' Geotextile Fabric 1" Perforated PVC (Holes Down) 20 - 3/16" Holes @ 1' Drainfield Rock TYPICAL 5' WIDE TRENCH SECTION NOTE: (NO SCALE) e ��...........,�. Grade Area Over Trench to Drain Away. iw • �x;' Minimum 6' Separation From Bedrock. • astn Minimum 4' Separation From Groundwater. i'�f�"t-.z.„— 4-,, Minimum 100' Separation From Private Wells in the Area. °; MICHAEL E. ANDERSON EuCif Minimum 100' Separation From Surface Water or Streams: #.6 = No. CE -4381..•:47/ • Minimum 10' Separation From Water Services. . S<ip'••..- --I k ;, ,.: � •• PROF IL* PROJECT #: PERFORMED FOR' Jeff Bowden DATE PERFORMED: 8/20/2010 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM 4700 BRAGAW ANCHORAGE, AK 99519 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: a d a 'd a a 4 • a' ' A . COMMENTS: Section 30, T12N, R1E, NE4, SE4, SW4 TEST HOLE # 1 Organic Layer - OL Silty Gravel with Sand GM/GP WAS GROUNDWATER ENCOUNTERED? SLOPE No IF YES, WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: DATE: BOH - 13'..44�� OF r ice,:° ♦ _ • 49th *v•• 49th ( vtiL&. 0 MICHAEL E. ANDERSON sr W it •, *-- %•.• No. CE -4381 �• �._-Ss v.F ♦♦4 ROFESS\ i ,? None 5/15/2011 N S L 0 P E SITE PLAN SEE SITE PLAN SEE SITE PLAN READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP 1 8/20 2:55 6.56" 2 3:25 30 12.62" 6.06" 3 3:32 6.50" 4 3:52 30 12.50" 6.00" 4:02 6.56" 4:32 30 12.62" 6.06" FERC RATE: 5 MIN./INCH PERC. HOLE DIAMETER' 6" TEST RUN BETWEEN 4.0 FT. AND 5.0 FT Test Hole Pre Soaked Prior to Percolation Test. TEST PERFORMED BY: ALAN HARALA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 6/7/2011 PROJECT #: PERFORMED FOR' Jeff Bowden DATE PERFORMED: 8/20/2010 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM 4700 BRAGAW ANCHORAGE, AK 99519 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: a G a 4 i• Section 30, T12N, R1E, NE4, SE4, SW4 Organic TEST HOLE # 2 Layer - OL Silty Gravel with Sand GM/GP WAS GROUNDWATER ENCOUNTERED? SLOPE No IF YES, WHAT DEPTH? DEPTH OF WATER None AFTER MONITORING: BOH - 13' +��1„"1111111% 4,41x�� �E OF.:gl Ar COY -• 49th ■• ;`1 c;1t • 1tt MICHAEL E. ANDERSON 1W i '♦♦♦♦'flCro �•fi•., CE -4381 • DATE: 5/15/2011 N S L 0 P E SITE PLAN SEE SITE PLAN SEE SITE PLAN READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP 1 8/20 3:04 7.63" 2 3:34 30 13.56" 5.93" 3 3:36 7.50" 4 3:56 30 13.50" 6.00" 4:07 7.38" 4:37 30 13.31" 5.93" PERC RATE: 5 MIN./INCH PERC. HOLE DIAMETER' 6" TEST RUN BETWEEN 5.0 FT. AND 6.0 FT COMMENTS: Test Hole Pre Soaked Prior to Percolation Test. TEST PERFORMED BY: ALAN HARALA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 6/7/2011 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND , THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this Day of of 20 // , by and between herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding 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 at 112T7 3: 7 L"cc `I6/z; V. TIyN RI 5 5e` 3D N6t-1.5bG( sw -\ 2. Definitions. located , Anchorage, Alaska. A. Alteration. Any change to the design or function of an AWWTS that Includes the installation or removal of any parts, components or pieces not included in the original construction penult and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. 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 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. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. 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. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of ($ .00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or 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. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the teluis and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: ""---4.12/27- Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding 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 Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: ThI By:. Date: 4.; STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. -7 The foregoing instrument was acknowledged before me this '—day of /-7 20 // , by J , the L -A -i C NOTARY PUBLIC FOR ALASKA My Commission expires: z—i.;4. 6:7c.-te/t 0"11111llif W • ...... NOTARy : • PUI3LIC.1,4, I ......... 01111110 [:,EPFiR"rMENT Of;' HERL.'I-H RI'4[:, EN',,,')LRONMEN'T'RL F'ROTECTION 825 "L" STREIE-r, I:INCHORFIGE., RI-=::. 27' 2:-~- 2 5 L1. 2t. ) I-:tI::'F'I_ZL]FINT ..)EFF E:O!4[:,EN .... 1.. E,_,.., 2:~.7L E. R. [..OCFI I- :[ ON EFIGI._E R ;[ ',,,'EER RE:, .:,E.....~,k.1 T±4N ¢_. I ~ LOT' .=, 1 ~.E 4"~ ¢:~1::~¢~ ~.;I;:!lJFIF;,'E FEET LE(3F:IL.. NE::L,.-'4 .=,E_,. 4 ~!;I.,.! :L,,"4 ....... I'"IIN]:PIUM E:,l::27rRNCE 6EII..!E. EN FI 1.4EL. L. FIN[:, RN"r' ON-SITE SEI4REiE I:.,.[_.,F~._,I-.IL..=,~-_-.,IE. I1 :[=, :LE1E'~ FEET I:.:':'R FI PRI',,,'FITE klELL _F. ;.:.,k~,~-i FEET F_,~ Ft PUE, LI_. !4EL. L. -,- ':, ""," ',-', '. ]:0 I:::'R"r'S I4EL..L LOGE; RRE I:~:E];!UIRE[:' FIND MLIS]' 6E RETIJRNEE:, "ri THE [. EFHR l i'lE[',l t.,.IITH):N (IF' THE WELL ': £f,IPL. ETION. 13'I-HEI4: I:;~tE(;:EJ~REI',IENT% MR'¢ FIF'F'L'¢. SPECIFICFI]-IONS HI.,tE _.~lq_ll~.lJL. I]...l'l £:,IF:IE-[RFti',tS RRE F, 4'[LHI...,LE '[O Zf4...IJRE PROPER IN:E;TFILL~R'TION. I CER'i':[FY THFrT' [..,'r THE MLINZC]:PRLIT"r' OF HM_.H...EH.~E SET '.';:h- o '9.2 ~,.~