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Home My WebLink AboutSOUTHPOINTE BLK 2 LT 5South Pointe Block Lot 5 #020-311-54 No inspection report. Not Eligible for COSA MUNICIPALITY OFANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 996650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal Permit Number: SW090143 Legal Description: SOUTH POINTE BLOCK 2 LOT 5 Date Issued: Aug 07, 2009 Expiration Date: Aug 07, 2010 Parcel ID: 020-311-54 Design Engineer: 0884 TODD B. BETHARD Site Address: NHN RIDGE DRIVE Owner Name: GUS & HEATHER COLBERG Lot Size: 0 SQ. FT. Owner Address: 12920 SUMMER CIRCLE Total Bedrooms: 0 Permit Bedrooms: 4 ANCHORAGE, AK 99516 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. PER NOTE #4 ON THE SUBDIVISION PLAT, "PRIOR TO ANY CONSTRUCTION, THE OWNER SHALL HAVE A LAND USE ENFORCEMENT OFFICER VERIFY THE LIMITS OF CLEARING ON THE SITE, AND ENSURE THEY ARE CLEARLY MARKED DURING CONSTRUCTION." B6 y,1,0. cal V,60_ %c,U-7<,P, . he%Yy /r2oveBL. 1019149Q /()aw /ocA+ibn (viii 0— /IorAeArf Corner 0? lei' (no+ I'- -Ati eAj;emc44'), /well rrak 5 l5 to b.. /narkrd. dy 4 s,nrueYar 10. r^or io tank Ae.+ran f. 04,11 Received By Issued By Date: Q )0 Date: Q Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0.20 - 3) ( — S'(-/ Property phone Mailing address IZGZ) 50M AqJ CUA• J Zip Code (t` -l(5 Site address Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size 1. 7-6nc Sq. Ft. THIS APPLICATION IS FOR (Z all that apply): Absorption Field 19 Septic Tank ES Holding Tank ❑ Privy ❑ Private Well , Water Storage ❑ Code Number of Bedrooms THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal X 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. of property o*er/or authorized agent) Permit/Rush Fees: sae Waiver Fees: Date of Payment: �(t 7 Date of Payment: Receipt Number: (0� �� Receipt Number: (Rev. 11105) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Aug 13, 2008 Expiration Date: Aug 13, 2009 Permit Number: SW080166 Parcel ID: 020-311-54 Legal Description: SOUTH POINTE BLOCK 2 LOT 5 Design Engineer: 0884 TODD B. BETHARD Site Address: NHN RIDGE DRIVE Owner Name: GUS & HEATHER COLBERG Lot Size: 58534 SO. FT. Owner Address: 12920 SUMMER CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99516 - This permit is for the construction of: R] Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. =1 B. Covered, sealed, and heated to prevent freezing. PER NOTE #4 ON THE SUBDIVISION PLAT, -PRIOR TO ANY CONSTRUCTION, THE OWNER SHALL HAVE A LAND USE ENFORCEMENT OFFICER VERIFY THE LIMITS OF CLEARING ON THE SITE, AND ENSURE THEY ARE CLEARLY MARKED DURING CONSTRUCTION.- Received ONSTRUCTION- Received By: MMMIMM4712"/aIG724", ZZ i Date: S f� Date: Municipality of Anchorage � V Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 07-0111 IN Property owner(s) USS AtATAEA- GoA.aca<- Day phone ctcN S6% 1siq Mailing address It°► 'to S�vANV4- C A -c %A Zip Code 995'11tP Renewal Holding Tank Site address 4+c IQ Privy 7DQwe Zip Code Legal description (Sub'd., Block & Lot) %-* S v,_ L S.�tN Q01r+�i Legal description (Township, Range & Section) T II V Lot Size cA , c.S4 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Upgrade Septic Tank 04 Renewal Holding Tank ❑ Privy ❑ Private Well 1P Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial 2 Upgrade ❑ Renewal ❑ 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. Receipt Number. / Receipt Number. (Rev. 11105) Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 S. Bragaw Street Anchorage, Alaska 99519 Submitted by: Todd Bethard, P.E. (� 907-644-2049 Please find enclosed an application for the installation of a well and septic system for Lot 5 Block 2 Southpointe Subdivision. This application consists of the following submittal items: 1. Design criteria sheet and cover letter (this sheet, Figure 1) 2. Existing conditions of Lot 5, Block 2 and adjacent undeveloped parcels (Figure 2) 3. Proposed improvements to Lot 5, Block 2 (Figure 3) 4. Advantex Septic System and trench details and sections (Figures 4 and 5) 5. Appendices (soil logs and recommendations) Design of the system was based on the following design criteria: Type of system: Advantex treatment system with gravity drainfield Soil percolation rate: 4 minutes / inch (Ted Moore, 2008) Soil rating: 3 gpd / square foot (conservative for Advantex system) Number of bedrooms: 4 bedrooms Design flow: 600 gallons / day ,p. , ; OF , A Total area required: 200 square feet rrt-��` �• 9, Trench configuration: 40 feet L X 5 feet W X 7 feet deep 49TH Tank: 1500 gallon coated steel�; : h Filter sand depth: 1 foot Effective rock depth: 1 foot,TCDD Q. QELTFL RD �!<:•. Depth to bedrock: > 14 feet 10463 Depth to groundwater: NA Notes: The design basis test holes were excavated by Ted Moore on 4/3/08. TH 1 was selected because it had the most consistent soils. The septic system shall be located within 30' radius of the Tll 1 location where the percolation test was run in 2008, previous test holes by Michael Anderson were not used for the design of the system, but are shown on the site plan. Both well and septic will be situated to not adversely impact the developing of adjacent lots. The system will not impact drainage on the lot nor will it be adversely affected by drainage from slopes on the lot. The trench area will be graded to prevent ponding. INSTALLATION NOTES 1. INSTALL ADVANTEX TREATMENT SYSTEM AND TANK PER MANUFACTURER'S RECOMMENDATIONS. 2. PLACE 4' NFS LEVELING COURSE BELOW TANK. COMPACT. 3. IF BEDROCK IS ENCOUNTERED THAT IS SHALLOWER THAN THE TEST LOG INDICATED. MOUND FILL OVER ADVANTEX POD AND UFT STATION. GRADE AWAY AT 5:1 FOR AT LEAST 10 FEET. 4. LOCATE ADVANTEX UPHILL FROM DRAINFIELD TO ALLOW 2% SLOPE FROM SERVICE LINE FROM HOUSE TO ADVANTEX AND ADVANTEX TO DRAINFIELD. ADVANTEX PLAN FROM HOUSE CLEANOUT O NLCT - ADVANTEX A20 POD— MH RISER AND LID ASSEMBLY TO GRAINFIELD ADVANTEX PROFILE CLEANOUT ADVANTEX A20 POD MH RISER AND LID ASSEMBLY 4" GRAVITY LINE TO DRAIN FIELD FROM HOUSE J t Ti'-. TODD B. tT1iNt Dole: �%•. 1 6/3 SOUTHPOINTE LOT4 BLOCK 2 07/07/08 ... WELL AND SEPTIC Figure PERMIT APPLICATION DETAILS 4 FILENAME:LOT 4 BLOCK 2 Seplic.DWG 4'CLEAN OUT 4'MONITOR TUBE (TVP) INSTALLATION NOTES 1. BACKFILL TO INVERT OF 4- INFLUENT AND EFFLUENT LINE WITH NFS FREE OF LARGE STONES. 2. PLACE 4' RIGID BOARD INSULATION OVER GRAINFIELD. PLACE FILTER FABRIC ABOVE INSULATION OVER ENTIRE DRAINFIELD. COVER ENTIRE DRAINFIELD WITH MINIMUM 3' UNCLASSIFIED MATERIAL. SLOPE TOP TO DRAIN TO WEST. TOPSOIL AND SEED. 3. PLACE 4' RIGID BOARD INSULATION OVER SERVICE LINE TO AND FROM ADVANTEX WHERE G5' COVER. DRAINFIELD TRENCH PLAN NTS 4' PVC GRAVITY FLOW 40' TRENCH LENGTH — I PIPE 40' LONG. AONITOR TUBE (TYP) a x V Z w in - 4'CLEAN OUT DRAINFIELD PROFILE 4'MONITOR TUBE 4'CLEAN OUT TYPE NTS �(TYP) EXISTING GRADE IIII /-3' MINIMUM UNCLASSIFIED 49TH 4' BOARD INSULATION FROM AOVANTEX� NON WOVEN FILTER FABRIC EXCAVATION LIMITS MAXIMUM 6' DEEP.\\ 4" DIA PERFORATED PVC PIPE 40' LONG. GRAVITY FLOW FROM ADVANTEX SYSTEM. V SEWER ROCK V FILTER SAND Date: SOUTHPOINTE LOT4 BLOCK 2 07/07/08 WELL AND SEPTIC Figure: PERMIT APPLICATION DETAILS 5 FILENAME:LOT 4 BLOCK 2 Seplic.DWG LA'�,TOP TECHNICAL SERVICES CIVIL S ENVIRONMENTAL ENGINEERING ' ENERGY CONSERVATION 6 ANALYSIS 14530 ECHO CANYON ROAD TED MOORE, P.E. ANCHORAGE, AK 99516 PHJFAX: (907)345-1355 April 16, 2008 E -Mail: tgmoore@gei.net F Heather and Gus Colberg 12920 Summer Circle Anchorage, AK 99516 Dear Heather and Gus: Per the request of Todd Bethard I have conducted soils tests to assess the feasibility of installing on-site water supply and wastewater disposal systems on Lot 5, Block 2, Southpointe S/D. Soils logs and percolation test results for two test holes are enclosed, along with a site plan illustrating my recommended configuration for the systems. The soils encountered were actually quite good for construction of on-site wastewater disposal systems. In test hole 91 we encountered a uniform silty sandy gravel extending from 2.5 feet down to the bottom of the test hole at 14.5 feet. Bedrock was not encountered, nor was a groundwater table observed within the normal 7 -day monitoring period. Todd should continue to check the test hole monitor tubes for groundwater through breakup. The measured percolation rate of the silty sandy gravel stratum was 4 minutes per inch, which translates into a soil application rate of 1.2 gallons per day per square foot for a conventional septic tank soil absorption system. 1 have illustrated a possible trench configuration for such a system on the site plan. I understand that this subdivision was approved based on the concept of residences being served by advanced treatment systems. These systems cost approximately double the amount for conventional systems to install and require an on-going maintenance commitment and expense. One would hope that the Municipal On -Site Services office would be willing to look at the data and approve plans for a conventional system on your lot, but I don't have a lot of confidence they would do so. I have also illustrated a possible configuration for an advanced treatment system based on a slightly conservative soil application rate of 4.0 gpd/sq. ft. Test dole #2 encountered cleaner sandy gravel at a shallow depth, but the deeper soils appeared to be significantly less permeable. Because of the soil variability I recommend that your soil absorption system be constructed in the vicinity of test hole # 1. The dimensions locating the test holes to the angle point in the property line are fairly accurate, however due to a multitude of conflicting stakes I was unable to accurately determine the location of the south property line. The locations shown represent my best attempt based on the topographic information that Todd provided. At some point you should have a surveyor accurately locate the test hole monitor tubes. I am enclosing an invoice for the soils testing work as quoted. Please feel free to give me a call if you have questions. cc: Todd Bethard Sincerely, via e-mail lam' Ted Moore, P.E. SITE FOR SIZED AT 46 -FEET LONG w. 5.5' EFFECTIVE GRAVEL 18 52 56 60 64 68 I CONSTRUCT 25 -FOOT LONG SOIL ABSORPTION TRENCH — w. 3.0' EFFECTIVE GRAVEL FOR ADVANCED TREATMENT SYST. T.H. #1 T.H. ; , ,1 , , LOT 4 I LOT 6 I.�iIIIiS �iS.Iv ii I.yyIHS�I/ IA>•IIIIN~ SII. III i1. Li 3Tii 11 Nlii • • • S%SIII II,��.NyNI yy"s'zTii •- 4I N INSTALL 7500 -GALLON ADVANTEX TANK & "ORENCO FILTER POD" / I I / R=100' 7 PROP. ELL R = 100' L PROP. WELL ---------------- I :\ l - PROP. SEPTIC AREA // *' 49 m ........................ 70 • THEODORE F. MOORE i • ;� CE -3589 �-014'00441* '4w c j Ar P, to ss Vd� 4101 LOT 5, BLOCK 2, SOUTHPOINTE S/D / PROPOSED WELL AND SEPTIC SYSTEM SITE PLAN i i FLATTOP TF.CI INICAL SERVICES - 1 INCH = 50 FEET 14530 ECI10 CANYON ROAD DRAWN BY TFM ANCI IORAGE. ALASKA 99516 APRIL, 2008 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 TEST HOLE # 1 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: Lot 5, Block 2, Southpointe S/D. DATE PERFORMED: , _ April 3, 2008 ---- PERFORMED FOR: - _ . _Heather and Gus COlberg - - - SLOPE DEPTH (feet) 1 2 3 4 5' 6 7 Pt. SM Reddish gravelly sand GM Brown somewhat silty sandy gravel Soft, easy digging, some cobbles No smearing TOKEODORE F. MOORE: • 1 f. %y ••• CE -3589 •;Q SITE PLAN 1 N T.H. 0% #1% d \ 175 LOT 5 68 I ( BLOCK 2 8 T.H. #2 \ 10 Depth to Groundwater Date 11 No groundwater_. ... _ 22% _ Monitor tube dry .._ _4/3/08 4/14/08 _ _ SLOPE 12.�/ 13- _ .... _.... - . Clock Net Time Percometer Net Drop 14 B.H.(Not bedrock) Date Reading Time (minutes) ' Reading (inches) 15 . 413108 ,12" Presoak ..: .... .. 27112 27 318 12" resoak ., ..:... Add water & start , .. - 12.52 - 20 318 21/2 16' ..#1 Add water.. ... .. 1:02 .. 1:02:30 10_ 233/8 - .. .. .. #2 . - 1:12:30 10 20518- .. 2 314 .. 17 Add water _ ., 1:13 23112 _ #3 ., ... _ .......:. . 1:15 .. 10 201/2 - . 3- 18-: ... .. :.. .. . 20 ' _. PERCOLATION RATE . _ 4 -._. (minutesrnch) PERC HOLE DIAMETER 6•. TEST RUN BETWEEN 4.0 FT AND- 4.5 FT COMMENTS: __Soils are suitable for either a conventional soil absorption trench sized at 1.2 gpd/sq. ft. or for and ATS sized at 4 gpd/sq. ft PERFORMED BY FLATTOP TECHNICAL SERVICES. I ,�._!O-�,� ... _ .. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:.- FLATTOP TECHNICAL SERVICES 14530 ECHO ST. — - - - ANCHORAGE, ALASKA 99516 TEST HOLE # 2 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: Lot 5. Block 2, Southpointe S/D ..... DATE PERFORMED: .. _ -April 3, 2008 -- PERFORMED FOR: _ ...., . Heather and Gus Colberg .. _ .. DEPTH (feet) 1 2' 3 4 5' 6 7 8 9 10 11 12 13 13.75 14 15, 16 17 18 19 20 ' SLOPE PL SM Reddish gravelly sand SITE PLAN N GP Sandy Gravel w. cobbles T.H. 0% #1 SP/SM Black medium sand 175 . 6 I LOT 5 8 BLOCK 14I 138 : T.H. ML Gray gravelly silt #2 Damp, cohesive Depth to Groundwater Date No groundwater _ . 413/08 2200 - Monitor tube dry ,.. �4114/OS .. SLOPE B.H. Date Reading Clock Net Time Percometer Net Drop Time (minutes) Reading I (inches) ' ..... j..._. .. ... _.. .. _ 31 . 4/3108 _, 12" Presoak.- 12" Resoak . _ .. . _ _ 31 .. Add water & start - -- 1,06:30 - _ 27 _#1 _ ... 108.30_-_: 2... ._.__233/4 _ .. 3114 ._. - ' Addwater...... . ......1.09 26718 ... _ .... � 33/8 #2 . _ . 1.11 _ ; 2 .. _231/2 Add water. 1:15 _ _ 27 #3 1:17 _ _ S 2 233/8 ... 35/8 3 5/8 .. PERCOLATION RATE _ _ c1. ., (minuteslnch) PERC HOLE DIAMETER 6'. - _... TEST RUN BETWEEN _ 3.0 FT AND 3.5 FT COMMENTS: PERFORMED BY FLATTOP TECHNICAL SERVICES. I . J- "�`�+•t ._ -,_. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Y/ i6 Performed For. Legal Description: Municipality of Anchorage Department of Health & Human Services 825 L Street, Anchorage, AK 99502-0650 SOILS LOG - PERCOLATION TEST esthole Number 19 in Elevation Was Groundwater •Encountered? Yes If Yes, What Depth? 11' Depth to Water After Monitoring . Hone Date: 5/15/2 03 10/15/2003 Comments: Four hour presoak 11/1/99 , 0 Reading Date Gross Time Net Time Depth To Net Water Drop 1 1 -Nov 13:25 .5' 2 13:35 10 . 2" 1.5" 3 13:36 .5" 4 13:46 10 2" 1.5" 5 13:47 '.5" 6 13:57 10 2" 1.5" Pen:. Rate: 6.7 Mln/inch Pero. Hole Diameter. 6" Test Run B@tween: 5'&5.5' Performed By: JON 1, Mlchaei E. Anderson Certify That This Test Was Performed In Accordance With All Slate and Municipal Guidelines In Effect'On This Dale: Performed For. Legal Description: 1 1 Municipality of Anchorage , Department of Health & Human Services 825 L Street, Anchorage, AK 99502-0650 SOILS LOG - PERCOLATION TEST m Engineering Date Performed:. 11/1/99 , 40. Sec 14. TBN. R3W — QLD. $lock 2 1 PT/OL 2 3 SP Testhole Number 20 4 5 Test Run Elevation e 7 Was Groundwater Encountered? No It Yes, What Depth? Depth to Water After Monitoring None Date: 5/15/2 003 TU7l512 03 Reading Date Gross Time Net Time Depth To Net Water Drop 1 1 -Nov 13:10 .5" 2 13:20 10 1.75" 125' ' 3 13:21 1.75" 4. 13:31 10 3" 1.25" 5 13:32 .5" 6 13:42 10 2" 1.5" Perc. Rate: 7.5 Minllnch Perc. Hole Diameter. 6' Test Run Between: 4.5'& 5' Comments: Four hour presoak Performed By: TLK I, Michael E. Anderson Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: ct K - •••ate 'N64 . U • -.�. - -_- - 00 1.0 �� ,;;.1,,111 '.�.. ' ✓ \ /% oy • ; � �' .� •, � �_ '-� _ _ _ � - �` '� \` - -_ . - - \� x , 00 ct , 1 /iced �.� � • ._. -N p+ \ Sj\ \ � N -' — - __... - _.... ' ^ 11 ---- cii, - - , , - .. . !�., ::♦ .' - I "�- - r\ '4 \-- - - -.. -/ s r sv - !r - IG\- '' •�` \- `/ `ter-- ` 00 /.- • ' ,`' V`a, _ 'O 09 . I 'Qi / mo ,•;, 2 \I 1.1 ' . i \ `� - } _ w" _' Ry IN te- ,/ I I � :'o_w.,\.'�♦, ^\, �.~ '•� ..`CtN� •� � -- —'_.. - _ly1-oto- _ --- ` Ct .1 Ct ,0lx- 77 4 N 1 I � D 1 I •- __�. 14 hi 00 co Ao 1.0 -77 _ - , , , - ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MIJ;IICIPALITZY OF ANCHORAGE AND THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this _ffe Day of of 20b�, by and between ( of e4' 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 (PC WTS), described asA&6lJ — ��SZ located at aIA411 I mTG -:�a (moo Anchorage, Alaska. 2. Definitions. A. 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. Prior to performing any alterations to an AW WTS 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 AW WTS that were included in the original design which would allow the AW WTS 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 AW WTS, 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 IZ612-6 ($ .00), payable on or before the issuance of the operating permit and annually th real%er. 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 A W WTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AW%VTS 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 AW WTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AW WTS 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 AW WTS. 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 terms and conditions contained in the Owner's A W WTS 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 A W WTS Operating Permit is: Z)/— 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. D. 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: 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 govem 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: MUNICIPALITY: By: cl A By: Title: Date: 1, /tint Date: STATE OF ALASKA THIRD JUDICIAL DISTRICT The regoing mmc 20- -,by tS ( ) ss. J before me this-guay of VARY PUBLIC FOP, A ��1� Commission expires: