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Home My WebLink AboutSOUTH HILLS BLK 7 LT 25outh Hills Block 7 Lot Z #017-071-31 Municipality of Anchorage On-Site Water and Wastewater Program •(907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP161229 PID Number: 017-071-31 Dwelling: 0 Single Family (SF) ❑ Duplex(D) ❑ Multiple(SF and/or D) Project: ❑■ New ❑ Upgrade Name: Michael & Susan Hale ABSORPTION FIELD Address ❑ Deep Trench ❑ Shallow Trench ❑ Bed El Mound 16300 Elizabeth Street Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 229-3198 3 2 GPD/SF 4 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot +2.3 Ft .5 Ft. South Hills 7 2 Fill added above original grade Gravel length Township Range Section 4.8-5 Ft. 30 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 15 Ft. 3 5 Ft. To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Lift Station Tank Line 450 Ft2 Ft. Well >100' >100' >100' NA >25' TANK ❑Septic 0 S.T.E.P. 0 Holding ❑■ Other Manufacturer Capacity Surface Water >100' >100' >100' NA Anchorage Tank/Advantex 1,500 Gal. Material Number of compartments Lot Line >5' >10' >5' NA FAP Two NA Foundation >5' >10' >5' NA LIFT STATION Manufacturer Capacity Curtain Drain None Noted Anchorage Tank/Advantex 60 Gal. Pump on level at Pump off level at High water alarm at Remarks Pump Vault includes UV Unit. 53 in. 41 in. 55 in. Pump make and model Electrical Inspections performed by PBAX 2496FI MOA PIPE MATERIAL House to tank D3034 Tato D3034 Installer drainfieldnk A Plus Home Services Drainfield D3034 CO/MT D3034 Inspector MEA BENCH MARK (Assumed elevation) 100.0 ft Inspection 1s' 6/5/17 2"' 6/7/17 Location and description da 3° 6/8/17 4'h 6/10/17 Garage Slab COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date ,.�'�� OF A �S,i, %*: 49 TH /\ ..*o� O '• Michael E.Anderson : ol 0. . ..� 4381-E *``�i'�/ Approve tnn �` Date �,"� -d0 �it;.• , ry • \T�.IO ,V pROFES k* • 4•.�. Inspection Report_9-1-12.doc Municipality of Anchorage Page 2 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage,AK. 99519-6655-343-7904 PID No.: 017-071-31 Permit Number: OSP161229 i /i Power d1 e I .••:••.••:• \ / \ •••• \ / 1 I ............. I'.'. •.•j•.•.•; I • • • • • ....••-• •:•:•:•:•:•:- :{••: I . .'.'.-•••• •• EXISTING WELL '-1•..'. I 100' WELL RADIUS LOT 3 N°�� . i \ ' j, �9�°°" p / \ FCO2 ,1. �/ Proposed Home \\� A / '-'},', I..// LOT 1 � II '''' 1500 GAL. ADVANTEX FAP TANK W/ AX-20 FILTER POD ....1.-;.C.. LOT 1 _ - • :•: : 100 A B C 4fMH1 ------- •FCO 6.2 6.0 - H2 ® •. ' I ABSORPTIONNO BED EDEPTH FCO2 32.6 6.3 �.' MH1 18.6 52.2M2 ..(. MH2 28.6 61A TH® ill . PV 28.6 63.2 MI •-�' MT1 60.9 72A at. Site .....f. MT2 68.9 64.5 �. ... ... .. .............,m—... . . . . . . . . . . ._.._. . . . . . ... . .. . . '.•.•.Power Pole LEGEND ‘..�� pF �4(��y M1 - Monitor Tube LOUTH HILLS SUBDIVISION . IP.... "'"�'~• ,•. FCO — Foundation Clean Out LOT 2, BLOCK 7 �' '��` TH — Test Hole C5 — Clean Out .».. ...�.. - MH — Man Hole 26,136 S.F. r a x PV — Pump Vault j�,;;M�cHaE�•E�aNDERsoN r�� PLAN AS BUILT ••%2.,*4, No112C8e193aI•�i .0 +h,pFo'...., �_ SCALE 1' = 40' 'hN FSS;; t;e Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 -343-7904 On-Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP161229 PID No. 017-071-31 100. n. U _ Finished Grade Existing Grade 1,500 Gallon Advantex Tank FAP 95.8 NOTE: Pump Vault Contains UV Assembly. I N 109.4 Finished Grade f 2 2"Insulation& i n - Geotextile Fabric 2 _ Drainfield Rock 106.9 106.4 106.9 MOA Approved Sand 00 \ OG Type IIA Classified Fill 104.6\ \ 104.4 103.4 MOA Approved Sand 100.8—2/ MOA Approved Sand 30' (Bed Length) 90.6 No Groundwater \_ '"a„ 10-15-06 4 OF � 4'• 49th N• � • 74 -.t .•qt PROFILE AS BUILT tMICHAEL E. ANDERSON P • >�rf�.• No. CE-4381 9•�� No Scale i F t' iY/�\••••F��: ♦• /4 1\t•�5�••*••• Certified Drilling Log DOC CO dba BILL 8k COLE is, ULLIVAN WATER WELLS AlleirP.O. Box 670269, Chugiak,AK 99567 688-2759 OWNER OF LAND: Hultquist Homes Bore Hole Data ADDRESS: Depth LEGAL DESCRIPTION South Hills Block 7 Lot 2 From To DATE: 3-5-18 0 2 Casing Stickup PERMIT NUMBER: OSP181012 DATE OF ISSUE: 2-12-18 TAX IDENTIFICATION NUMBER 01707131000 2 4 Overburden Is well located at approved permit location: FlYes nNo 4 32 Silty Sand &Gravel Method of Drilling: ®air rotary cable tool 32 41 Clay&Gravel Wet Depth of Well: 240' 41 101 Tight Silty Sand &Gravel Casing Type: Steel Wall thickness .250 inches 101 103 Tight Silty Sand &Gravel 1 GPM Diameter: 6 inches, depth 124 feet Liner type 103 112 Bedrock Broken Static Water Level: 101 feet 112 123 Bedrock Gray Recovery Rate 6 gpm ❑ gph 123 160 Bedrock Green Hard Method of Testing Air 160 210 Bedrock Gray Well Intake Opening Type: n open end ®open hole ❑ Screened Start feet Stopped 210 240 Bedrock Gray w/Quartz ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs Depth:from 2 feet,to 42 feet Well Disinfected Upon Completion: Zyes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: 1 •- (11. .. - - - Cdtinrm N F 6 Co1/100m1 Nitrates 0_ 121_Ina& Arsenic 1L2._lig7C Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. DOC CO dba Iiii 1?DLL1(IAEN WATER WELLS P.O. Box 670269,Chugiak,AK 99567 688-2759 www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number:SW OSP181012 Date of Issue 2-12-18 Parcel Identification Number: 01707131000 Legal Description Property Owner Name&Address South Hills Block 7 Lot 2 Hultquist Homes Pump Installation Date: 6-1-18 Pump Intake Depth Below Top of Well Casing: 190 feet Pump manufacturer's Name: F&W Pump Model: 4F11P07301S Pump Size: 3/4 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Installer: White Raven Disinfected Upon Completion? ® yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Pitless Manufacturer: Martinson Pump Installers Name: Sullivan Water Wells Attention:The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. (leis , Municipality of Anchorage On-Site Water and Wastewater Program -(907) 343-7904 JUL 01/017 of ON-SITE WASTEWATER INSPECTION REPORT L Permit Number: OSP161229 PID Number: 017-071-31 Dwelling: El Single Family(SF) ❑ Duplex(D) ❑ Multiple(SF and/or D) Project: ❑� New ❑ Upgrade Name: Michael & Susan Hale ABSORPTION FIELD Address ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑■ Mound 16300 Elizabeth Street Anchorage, AK 99516 [' Other Phone Number of Bedrooms Soil Rating Total depth from original grade 229-3198 3 2 GPD/SF 4 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot +2.3 Ft. .5 Ft. South Hills 7 2 Fill added above original grade Gravel length Township Range Section 4.8-5 Ft. 30 Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES 15 Ft. 3 5 Ft. Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches To Septic Absorption I From Tank Field Tank Line 450 Ftp Ft. Well * * * NA * TANK [' Septic ❑ S.T.E.P. E Holding ❑■ Other Manufacturer Capacity Surface Water >100' >100' >100' NA Anchorage Tank/Advantex 1 ,500 Gal. Material Number of compartments Lot Line >5' >10' >5' NANA FAP Two Foundation >5' >10' >5' NA LIFT STATION Manufacturer Capacity Curtain Drain None Noted 1 Anchorage Tank/Advantex 60 Gal. Remarks * Pump on level at Pump off level at High water alarm at Well not constructed. House not constructed. 53 in. 41 in. 55 in. Conditional Approval on Septic System Only. Pump make and model Electrical Inspections performed by Pump Vault includes UV Unit. PBAX 2496FI Not Connected. PIPE MATERIAL House to tank D3034Tank to D3034 Installer drainfield A Plus Home Services Drainfield D3034 CO/MT D3034 Inspector MEA BENCH MARK (Assumed elevation)100.0 ft Inspection i 6/5/17 21 6/7/17 Location and description dates: 3id 6/8/17 4'h 6/10/17 Garage Slab COMMUNITY DEVELOPMENT DEPART ENT APPROVAL Engineer's Stamp'�,`�1Ltwli` r •'�(. OF A�r1+� Conditional Approv , �v►n ^ Date 7=10-17 �P••• •'•:QS �. S -k-� _ -� ptuf ..f*: 491H /`V -*,7/ "7' Al rady�.�fw-�a art t wM ,n , ...................... ., r.,.MICHAEL E. ANDERSON : so (/VQC J ,f�Jl•• CE-4381 .• .l *,e.p.•?-/-1 7 ••• .i'. , � + Approved Date +1r % 5 � � .4 'F;' � Inspection Report_9-1-12.doc Municipality of Anchorage Page 2 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 -343-7904 PID No.: 017-071-31 Permit Number: OSP161229 \N 'C, / N Power 'ole ,1 __._._...... ti4 Proposed Well (Yet to be Constructed.) f 1 11101110 / 10 11Oil \ h ee Bedroom Home , LOT 1 (Yet to be . . Constructed.) // • Proposed Home 01.111 I PV ,� LOT 3 _ITh, ,� M2) TH2 MI Alt. Site I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..". .Pa -r Pole sowitITI IN it LEGEND I$ 1 . \ M1 — Monitor Tube SOUTH HILLS SUBDIVISIN FCO — Foundation Clean Out 4: 49th �� • ;�` TH — Test Hole LOT 2, BLOCK 7 ; ,,,,,,, C5 — Cleon Out f � MH — Man Hole 26,136 S.F. \ CH •PV — Pump Vault PLAN A S BUILT EANDERSONs CE-4381 . SCALE 1' = 40' �I ONPROF-ESSIM�� Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655-343-7904 On-Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP161229 PID Na 017-071-31 100. [v ch = 2 2 Finished Grade .� Existing Grade 1,500 Gallon Advantex Tank FAP 95.8 NOTE: Pump Vault Contains UV Assembly. = N F 109.4 - F n shed Grade 2/6.91O64 2"Insulation& 2 Geotextile Fabric _- __ �1 Drainfield Rock 106.9 MOA Appved SandOG Type IIA Classified Fill \\\ \ 104.6\103.6103.4 MOA Approved San100'8 MOA Approved Sand 30'(Bed Length) 90.6 -� No Groundwater \- 10-15-06 `�rr�t�/ ♦♦ 49th �� = • 5 �� ';MICHAEL E. ANDERSOP4 PROFILE AS-BUILT •.�� NO. CE-4381 No Scale ♦+4..'OFESSI �+ ANDERSON ENGINEERING ' P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) MEMORANDUM DATE: July 1 , 2017 TO: Tim Ecklund FROM: Mike Anderson, P.E. SUBJECT: Lot 2, Block 7, South Hills Subdivision Permit No. OSP161229 Septic System Conditional Certification The sale of Lot 2, Block 7, South Hills Subdivision is predicated on the construction and certification of a new septic system. The system was recently placed on the lot under the permit noted above. All work was completed in accordance with the Municipal Permit No. OSP161229 and the attached record drawing information. Neither the well nor the house have yet to be constructed on the lot. No electrical power is yet available and the new treatment system has yet to be activated. Final grading and revegetation of the new absorption mound must also be completed. We are hereby requesting conditional approval of the completed septic system based on a final inspection report to be completed and submitted once the house is in place, the well is operational and all grading and vegetation has taken place. Necessary final inspections will be completed and a revised inspection report will be submitted at that time. The new owner of the lot will be responsible for the final completion of the well and septic system and the submittal of the final documentation necessary for the Certificate of On Site System Approval. On -Site Water & Wastewater 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: OSP161229 Tax Code Number: 01707131000 Work Type: WellSeptic Initial / Q - 7-G Permit Effective Dates: September 08, 2016 to September 08, 2017 l Design Engineer: ANDERSON ENGINEERING Subdivision: SOUTH HILLS Site Legal Address: SOUTH HILLS BLK 7 LT 2 G:2940 Owner/Address: HALE MICHAEL L & SUSAN K 16300 ELIZABETH ST ANCHORAGE AK 995165062 Site Mailing Address: Lot Size in Sq Ft: 29136 Total Bedrooms: 3 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. E An additional perc test is required prior to construction. tiffilift- Received B Issued By: By (✓�� /0%S�(, I✓itanq�d �ocailvn o� (-iel�5 C0 101616 Char�ed 10C(A CD 3 IZ//3�b Cha"9�d-ia QRS � Conveyance. CO*Lj (Z/6116 Md,d -Y4 �elcl5 VXJt �N12 i� i� K/ Date: Date: �� MunicipaRity ®f Anchorage ' h P.O. Box 196650 0 4700 Elmore Road Anchorage. Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV161148 COSA#: PID#: 017.071-31 Legal Description: South Hills B7 L2 Engineer: Anderson Engineering Applicant: Michael Hale Permit#: OSP161229 Your request for a waiver to utilize an Engineered Receiving Soil absorption system and use 2:1 slopes on the fill for the mound has been approved. This waiver approval applies to the proposed primary and alternate site only. Any future upgrade to the on-site wastewater disposal system will be require to meet code requirements. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. ............................................................................... Waiver is Granted: X • Waiver is not Granted: Date: Lz_ /G Approved by: Name of Reviewer ..................................................meg ... ................. **** VARIANCEMIAIVER REVIEW **** MUMC IPALITV OF ANCHORAGE Community Development Department Development Services Division On -Site Water & Wastewater Program ON-SITE SEWER/WELL P Parcel I.D. 017-071-31 I.' s Phone:907-343-7904 EAUG U 9 2016 3 Fax: 907-343-7997 Property owner(s) Michael & Susan Hale Day phone 229-3198 Mailing address 16300 Elizabeth Street Anchorage, AK 99516 Site address Ve, Legal description (Sub'd., Block & Lot) South Hills, Block 7, Lot 2 Legal description (Township, Range & Section) Lot Size 29,136 Sq. Ft. Number of Bedrooms Three (3) APPLICATION IS FOR: APPLICATION IS AN: Permit/Rush Fees: TYPE OF DWELLING: Date of Payment: -gI10(l� (® all that apply) Receipt Number: ty)o G Receipt Number: /� Permit No. USPRoIo'*-! Absorption Field 0 Initial 0 Single Family (SF) Q (w/wo ADU) Septic Tank 0 Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 Water Storage ❑ 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. property owner or authorized agent) 4-+2y Permit/Rush Fees: Waiver Fees: Date of Payment: -gI10(l� Date of Payment: Receipt Number: ty)o G Receipt Number: /� Permit No. USPRoIo'*-! Waiver No. Permit App_9-1-12.doc Cd 4t3 December 3, 2016 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 2, Block 7, South Hills Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer The owner of Lot 2, Block 7, South Hills Subdivision intends to construct a three bedroom home on the lot. We are therefore requesting a permit be issued to allow the construction of a new well and septic system to serve the home. The attached Site Plan and backup documentation identify the location and configuration of the proposed well and septic system. No existing wells are less than 100' from the proposed septic system. The well to the south of the property is an unregistered Class C Well and was recently surveyed to be more than 150' from the south property line. In addition, the proposed well to serve the lot does not conflict with septic systems in the area. The surface drainage on the lot is to the northwest as shown by the drainage arrows on the plan. The drainage pattern will not be changed as a result of this project. The new absorption bed will be constructed with Engineered Receiving Soils (E.R.S.) in accordance with proposed AMC 15.65.201.D3c along with an Advantex Treatment System with an AX -20 Filter Pod and an ultraviolet treatment tube. Horizontal conveyance will be utilized to transport the effluent through the organic material surrounding the absorption bed and away from the area. The distribution line in the bed will be placed at 2.5' above the existing ground to provide 6' of clearance from the in situ silt below which has been found to be inconsistently permeable throughout the area. Sections of subsurface soils in the area have been determined through percolation testing to absorb water at rates faster than 120 minutes per inch, but these sections are inconsistent and the majority of the subsurface soils are thought to be impermeable. A minimum of 2' of MOA approved coarse sand will be placed below the bed and 4' of clean well graded gravel (GW) meeting the requirements of Municipality of Anchorage Standard Specifications for Type II or Type IIA select backfill will be placed under the sand and to a depth of 4' below the surface or to the silty in situ layer. In addition, the organic material beneath the footprint of the aboveground fill will be removed to 1' below the surface and replaced with MOA approved sand to insure the transfer of effluent to below the original ground surface. The test holes placed on the lot in the past and monitored for many months indicated no groundwater developed on this lot. The engineered fill will be placed in 12" lifts and compacted to create a stable base for the absorption bed. The fill slopes will be constructed at a 2:1 angle of repose with a 6" topsoil cover. All disturbed or new surfaces shall then be seeded to produce vegetation and prevent erosion. C#3 Lot 2, Block 7, South Hills Subdivision December 3, 2016 Page Two We are proposing to construct a new 450 square foot by .5' effective depth absorption bed to treat and dispose of the effluent generated in the house. The additional porous material beneath the bed will provide surge volume and septic treatment and increase the surface area for water absorption to the surrounding strata. Water will flow horizontally through the 90' LF perimeter of the bed by 3' effective depth sidewalls or a total effective area of 270 SF. A conservative percolation rate of 60 minutes per inch has been utilized for the peat with an application rate of 2 GPD/SF. The design was completed in accordance with the proposed AMC 15.65.201.D3c. We hereby request a waiver be issued to allow the use of the engineered receiving soils in accordance with proposed AMC 15.65.201.D3c. We also request a waiver to allow for 2:1 fill slopes on the completed mound. As stated earlier the slopes will be covered with 6" of topsoil and seeded to produce vegetation to prevent erosion. The ground surface on the lot in the area of the absorption bed slopes to the northwest. The new bed will be constructed parallel with the contours of the slope as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from all wells and any surface water and 10' from the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: 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. 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, O% -t E 01 - Michael E. Anderson, P.E. Attachments SOUTH HILLS SUBDIVISION cc, LOT 2, BLOCK 7 26,136 S.F. RABBIT HILL DRIVE Proposed Well i i i i i O ' LOT 3 ------------ ---_----- VACANT 30• Long x 15• Wide Absorption Bed w/2:1 Slopes. 152.53 q LOT 1 On 3 O N O O Z -LOT 16 Clean Out 152.53 LOT 14 I ® .�w�..wgrr� OF ♦♦♦ I Proposed Well LEGEND FCO - Foundation I OTH2 MT - Monitor Tube 49th •i •� ' TH - Test Hole ....S...n............. it :�,� SITE I / 90 -MICHAEL E. ANDERSON / 1" = 40' I �r.R�FESS1��0�4W uu w I� I� 5 I. � o �I Three Bedroom Home 1,500 Gallon Advantex -- _ Treatment System Op -----`-'' w/A%-20 Pod & Pump Vault NH \ MH TH1 \� a w OTH3 M1 5de j onto N�tet MT �� N I -------------------- I 10• UTILITY EASEMENT q LOT 1 On 3 O N O O Z -LOT 16 Clean Out 152.53 LOT 14 ,-LOQ' 15 .�w�..wgrr� OF ♦♦♦ •'•• ♦ LEGEND FCO - Foundation � �'• ♦♦ MT - Monitor Tube 49th •i •� ' TH - Test Hole ....S...n............. it :�,� SITE PLAN PV - Pump Vault 90 -MICHAEL E. ANDERSON '• No. CE -4381 •/ SCALE 1" = 40' F •••.l, 2, tr,{�''F?V.� i ♦♦♦ �r.R�FESS1��0�4W q LOT 1 On 3 O N O O Z -LOT 16 Clean Out LOT 2, BLOCK 7, SOUTH HILLS SUBDIVISION DESIGN FACTORS: Three Bedroom Home Pero. Rate: 60 Min./Inch - Conservative for Peat Application Rate: 2 GPD/SF SYSTEM REQUIREMENTS: Raised Bed System w/Engineered Receiving Fill Advantex Treatment Sytem Add On Lift Station & LIV Tube Pressure Distribution System 3 Bedrooms X 150 GPD/BDRM = 450 GPD 2.0' Coarse Sand and 4.0' Type IIA Classified Fill 450 GPD/2 GPD/SF = 225 SF Vertical Absorption Area 225 SF/3 LF (Effective Depth of Peat) = 75 LF Perimter of Bed 30' Long x 15' Wide = 90 LF Bed >> 75 LF - Bed is Sufficiently Sized. THEREFORE: Construct a 30' Long x 15' wide absorption bed as shown below. Remove existing peat and organic material to in situ sandy silt. Place 4' of Type IIA Classified Fill with 2' of Coarse Sand atop the Fill. Construct absorption bed atop the sand layer. Distribution line to be constructed 2.5' above original ground surface. Place 2" of insulation and 2' of fill over bed and 4' over Advantex Treatment Tank. Fill slopes must be 2:1 with outer 6" revegetated to prevent erosion. Maintain 100' separation from all private wells in the area and 150' from Class C Well to the south. 2 Topsoil and Seed 1F OuterMound to Prevent ntt Erosion Remove all organic material to 1' Depth and Replace with MOA Approved Sand. Exact Limits of Excavation to be Determined in the Field by the Engineer. 3.0' PT 2" Insulation & 2' Cover (Min.) O O O Drainfield Rock MOA Approved Coarse Sand 4' Type IIA Classified Fill ML Maximum Excavation 4' Below Existing Ground 2.5' 5.0' 5.0' 2.5' TYPICAL RAISED BED SECTI NOTE: Grade Area Surrounding Bed to Drain Away. Minimum 6' Separation From Bedrock. Minimum 4' Separation From Groundwater. Minimum 150' Separation From Wells in the Area. Minimum 10' Separation From Water Service Line. V PVC 10 - 3/16" f kI 2 —11 Ground Remove all organic material to 1' Depth and Replace with MOA Approved Sand. MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 2, BLOCK 7, SOUTH HILLS SUB. PERFORMED FOR: TIM PETERS DATE: 9/26/06 PROJECT No.: PARCEL ID#: TECHNICIAN: A. HARALA DEPTH TEST HOLE l (feet) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 OG/PT SANDY SILT W/GRAVEL ML DENSE/DAMP BOH @ 14' SLOPE ti O SI I L ELAN SEE SITE PLAN 8 S i WAS GROUND WATER E:N000N'I'HRHD? Ivo IF YES @ WHAT DEPTIi'1 S DEPTH OF WATER AFTER NIONFI'ORING: NONE Q 10% DATE 01: MONITORING: 10/15/06 DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH TO WATER (wcHEs) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 9/27/06 1 1:10 1.13" 2 :40 30 1.38" 0.25" 3 1:42 1.00" 4 2:12 30 1.25" 0.25" 5 2:15 1.25" 6 2:45 30 1.50" 0.25" PERCOLATION RATE: 120 (MIN/INCH) PERC. HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 4.0 FT. and 5.0 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. 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: 8/3/16 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 2, BLOCK 7, SOUTH HILLS SUB. PERFORMED FOR: TIM PETERS DATE: 9/26/06 PROJECT No.: PARCEL ID#: TECHNICIAN: A. HARALA DEPTH TEST HOLE 2 (feet) 1 OG/PT 2 3 4 5 6 SANDY SILT W/GRAVEL 7 ML H DENSE/DAMP 9 1c 11 12 13 14 15 IE 17 1� 15 BOH @ 12.5' SLOPE SITE PLAN SEE SITE PLAN K WAS GROUND WATER ENCOUNTERED? No IF YES @ WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: NONE 10% DATE OF MONITORING: 10/M/ 6 DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTHO (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 9/27/06 1 3:05 2.13" 2 3:35 30 2.50" 0.37" 3 3:38 2.25" 4 4:08 30 2.56" 0.31" 5 4:09 2.25" 6 4:39 30 2.56" 0.31' PERCOLATION RATE: 97 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN: 3 FT. and 4 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 10/4/16 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTH (feet) 1- 2 3 4 6' 7 8 9' 10- 11- 12- SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 2, BLOCK 7, SOUTH HILLS SUB. PERFORMED FOR: TIM PETERS DATE: 9/26/06 PROJECT No.: PARCEL ID#: TECHNICIAN: A. HARALA I TEST HOLE 3 OG/PT SANDY SILT W/GRAVEL ML DENSE/DAMP 13 BOH @ 13' 14 15 16 17 18 19 SLOPE SI I t PLAN SEE SITE PLAN It WAS GROUND WATER ENCOUNTERED? No IF YES @ WHAT DEPtH? DEPTH OF WATER AFTER MONITORING: NONE 10% DATE OF MONITORING: IF/17/76 I DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH To WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: PERCOLATION RATE: (MIN/INCH) PERC. HOLE DIA. INCHES) TEST RUN BETWEEN: FT. and FT. COMMENTS: NO PERCOLATION TEST. SOILS SIMILAR To TH2. 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: 8/3/16 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 2, BLOCK 7, SOUTH HILLS SUB. PERFORMED FOR: MIKE HALE DATE: 4/11/2017 PROJECT No.: PARCEL ID#: TECHNICIAN: JAKE MILLETTE DEPTH TEST HOLE 1 (fee0 1 OG/PT 2 3 4 BOH @ 4- 5 6 SANDY SILT W/GRAVEL 7 ML 8 9 SLOPE ti WAS GROUND WATER ENCOUNTERED? NO 10 IF YES @ WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: NONE 1 1 DATE OF MONITORING: 10/15/06 12 13 14 15 16 17 18 19 SITE PLAN SEE SITE PLnr. DATE READING GROSS TIME (MINUTES) 10% DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) EPTER F (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 4/II 1 3:11 9.00" 2 3:41 30 3.00" 6.00" 3 3:42 9.00" 4 4:12 30 3.25" 5.75" 5 4:13 9.00" 6 4:33 30 3.25" 5.75" PERCOLATION RATE: 5.2 (MIN/INCH) PERC. HOLE DIA. V (INCHES) TEST RUN BETWEEN: 3.0 FT. and 4.0 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST TO DETERMINE POROSITY OF PEAT. 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: 4/12/17 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND i THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this ~/Oayof .5'~A~e~ of20/~,byandbetween /P'~c.~/~rZ' ~ 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 Treatmeht System (AWWTS), described as located at (legal description). 2. Definitions. · 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 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 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 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: b. Municipality: Director, Community Development or designated authofi~ C. Any attempt to mend, modi~, or ch~ge ~is con~act by either an ~au~orized representative or ~u~orized me~s shill be void. 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 ail 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 m~d 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. 8. Jurisdiction: Choice of Law. Any civil action arising from tlfis 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 ofthls 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: .9/~,,¢4/a~/~, ~'ff~' (signature) Date: ~' 7/'~ STATE OF ALASKA ) THIRD JUDICIAL DISTRICT ) The foregoing ins,tr ,umen} was agknpwledged before me this ?~day of ~~ N6TjgiRY PuB/L~c FOR ALAjSKA/ My Commission expires: ~2/30o-//~7 MUNICIPALITY: (signature) Date: (print name) Title: • Municipality of Anchorage On-Site Water and Wastewater Program (907) 343-7904 SAF E SAF i E T Y Certificate of On-Site Systems Approval Parcel I.D. 017-071-31 Expiration Date: '-7� _3 0 `I 1. GENERAL INFORMATION Complete legal description South Hills Block 7 Lot 2 Location (site address) 8104 Rabbit Hill Drive Current Property owner(s) HuItgUISt Homes, Inc. Day phone Mailing address 12570 Old Seward Hwy, Anchorage, AK 99515 Real Estate Agent Day phone 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Q Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ 1 . �� C flu SH> Waiver Fee $ • Date of Payment a1 1 18 Date of Payment Receipt Number 0'% 'r{ l Receipt Number COSA# OSC\SHLk3 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 Forge Engineering Phone (907) 522-7773 Address PO Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, PE Date 9/10/18 OF.A4:i‘‘ re*: 49 TH r� •*rr 6. DSD SIGNATURE 0 n ,1 :.. System #1 Approved for 3bedrooms ••�-4-E.Michael E.Anderson / A System #2 Approved for bedrooms r‘ �F '•, 4381-E .• (k7.40° Disapproved ‘kk DPROFESS10Na Conditional approval for bedrooms, with the following stipulations: ,p t.ITY O# "'tr ON-S/TF ti0 =v wqS.TER ANr rn • C OGRnM '`oa_ SERVICS.• BY `OF Original Certificate Date: t.� ' ! —lc/ 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. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet , c If more than 1 septic system is on the lot: COSA Checklist# of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: South Hills Block 7 Lot 2 Parcel ID:017-071-31 A. WELL DATA Well type Private If A, B, or C provide PWSID# Well Log (Y/N) Y Date completed 3/05/18 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y Total depth 240 ft. Cased to 124 ft Casing height(above ground) 24 in. FROM WELL LOG AT INSPECTION Date of test 3/05/18 Static water level 101 ft. ft. Well production 6 g.p.m. g•p•m • WATER SAMPLE RESULTS: Coliform Neg colonies/100 mL Nitrate •121 mg/L Arsenic ND ug/L Date of sample: 7/23/18 Collected by: Forge Engineering B. SEPTIC/HOLDING TANK DATA Tank Type/Material FAP/Fiberglass Date installed 6/05/17 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout(YIN)" Y Depression over tank (Y/N) N High water alarm (YIN) Y Date of pumping Pumper New Construction C. ABSORPTION FIELD DATA Date installed 6/1 0/1 7 Soil rating (g.p.d./ft2 or ft2/bdrm) 2.0 g.p.d/sf System type Shallow Bed Length 30 ft. Width 15 ft. Gravel below pipe 0.5 ft, Total depth 3 ft. Eff. absorption area 450 ft2 Monitoring tube Y Depression over field N adequacy test New Construction Date of ade Q y Results (Pass/Fail) For bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= d. 9•P• Any rejuvenation treatment(past 12 mo.) (YIN &type) If yes, give date D. LIFT STATION Date installed 6/10/17 Size inallons 60 Y 9 Manhole/Access (Y/N) "Pump on" level at 53 in. "Pump off' level at 41 in. High water alarm level at 55 in. Datum Bottom Cycles tested 2 Meets alarm&circuit requirements? Y E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100' On adjacent lots >100' >1Absorption field on lot 00 On adjacent lots >100' 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 100' SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10' Property line >5' Absorption field >5' Water main >10' Water service line 1�� Surface water >100' Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water main 10' >10' Water Service line Surface water 100 Driveway, parking/vehicle storage 10' Curtain drain None Noted Wells on adjacent lots >100' F. COMMENTS G. ENGINEER'S CERTIFICATION �,�1��\ Pr'A :41? I certify that I have determined through field inspections and i Q�•• •s/rl� � ' review of Municipal records that the above systems are in ••...lir9 conformance with MOA COSA guidelines in effect on this date. %*:•49 TH /\ Engineer's Printed Name Michael E Anderson, PE / �-r""_`"y' ' Date 9/10/18 /Fj ,• Michael E.Anderson :� j !O Fc 4 4381-E . i4, -iy :/vfc��,r il,F,•''.ZFESSIeNA.�� COSA brown sheet_10-10-12.doc Rabbit Hill Drive N89'53'15"E • 152.53(R) 0 0 0 CC a' I NProposed Asphalt c O O : ,;\ ,1 Ld Alit • I D d, ,e,cP5e \O 0 56.0' CC /,o / 51s9 iI N� Ew� o 036.7' ®O 8� a)O o,o.0 cri w vent pipe I O N filter pod. •- lift station monway O I U) I Lot 2 ® I 29,136 sf Fence - - — — 10' Util. Easement S89'53'15"W 152.53(R) if.o 49TH % ...-7;1, n D 0 Thomas H. Dr er. D D 3 QO0.. LS-7625 ..' `,G Ntiea,signed.l/23/0. 'O Z. 5 ion 0��:� 40004 Ordered byS4 Hultguist Homes Legend: Legal Description: Asbuilt Set Rebar with Cop ® AL. Monument Found Rebor 0 Lot 2, Block 7, Record per plat (R) Well Group South Hills Subdivision Septic Land Surveying Survey Certification: Pavement y g I hereby certify that a Mortgagee's Inspection was performed Overhang Land Development Consultants on the described property. Subdivision Specialists Notes: Wood Deck Construction Surveying It is the owner's responsibility to determine the existence of any easements, covenants, or restriction which ore not on Concrete Tom H Dreyer,P.L.S. the recorded subdivision plot. This osbuilt shall not be used «.�.�,. 124 E 7th Avenue for construction or for establishing property lines. Anchorage,Alaska 99501 (907)306-8104 Checked by. THD I Drown by. CB Scale 1" = 30' Grid SW2940 mail@S4AK.com Job 2016-19 1 Field Book: 139 Plat P-636 Dote: 9/28/2018 NIUNICIPAI.ITY OF ANCHORAGE ADVANCED WASTEWATER.TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT,herein the"AGREEMENT' made and entered11into as of this Day of January of 2019 by and between ah ( , L-(viC\t',(iMtvi_..Sc, herein the"OWNER,"and the Municipality of Anchorage,herein the"MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein,the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System(AWWTS), described as Advantex System located at(legal description) South Hills, Block 7 Lot 2 2. Maintenance. Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement,the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall he maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. \ q�-ll shall he the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s),replacement costs, and costs.inspection p s This includes an annual maintenance fee(typically$400 to$600). .* Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, qq repairs or permitted alterations to the system. C ., Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system,which could include sewage backup and costly repairs or drainfield replacement. (rev. 05 18 201 b) Page 1 of 3 \I 2. Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AW4TS may be assessed in accordance with AMC 14,60.030 L-- Owner agrees to grant the Municipality reasonable access to test and inspect the AWW-1 S. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new \i((.._,- ,� Certificate of On-Site Systems Approval. i( ._,- Owner agrees that the AWWTS installation and maintenance requirement as provided by the AWW FS vendor installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. \t,./ Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system,or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. i✓onwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement er any part hereof,or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized mcar.s shall he void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. • (rev. 05/78/2018) Page 2 of 3 OPV:"E / /C By: wt - Gam— (signahire) Date. (_ .Ae. 1._.(:._. �L1�u1 C LI ii e.(040 c. (print name) STATE OF ALASKA ss THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me I.his c►av of3ajpwif 20 ICI, by 3dn C. Li ncleyrr y Jr. NOTARY PURI IC FOR ALAS STATE OF ALASKA My Commission expires: NOTARY PUBLFC Natalle Travera.Smyre My Commission Expires March 7,2021 MUNICIPALITY: By: + (signature) Date: , -3 i^I Cr (print name) Title: (rev. 05 18 20 18) Page 3 of 3