HomeMy WebLinkAboutT15N R2W SEC 25 LT 126Aw 'am M� '00 i jLuN R e. 5LE; z J Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221282 PID Number: 051-312-10 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ®Upgrade Name DORIS SHIMAKONIS ABSORPTION FIELD ❑ Deep Trench ® Wide Trench ❑ Bed ❑ Mound Site Address 17634 ALMDALE AVE, EAGLE RIVER ® Other ADVANTEX Phone Number of Bedrooms Soil Rating Total depth from original grade 3 3 GPD/SF 2 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 1 Ft. Gravel depth beneath pipe *0.5 SAS CREDIT W/ 1 Ft. Subdivision Block Lot 126A Fill added above original grade VARIES 1.85-1.95 Ft. Gravel length 30 Ft. Township Range section T1 5N R2W 25 Gravel width 5 Beds: Number of Lines Distance between lines SEPARATION DISTANCES Ft. -- -- Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line *150 Ft2 1 NA Ft. Well 50'+ 50'+ -- 255'+ TANK 0 Septic ❑ S.T.E.P. ❑ Holding M Other ADVANTEX Manufacturer ORENCO / ANCH. TANK Capacity 1500 Gal. Surface Water 50'+ 50'+ -- Material Number of compartments Lot Line 51+ 51+ __ NA COMPOSITE PLASTIC 2 Foundation 10'+ 10'+ -- LIFT STATION Manufacturer ORENCO Capacity 75+ Gal. Remarks DECOMMISSIONED EXISTING SYSTEM & INSTALLED NEW ADVANTEX SEPTIC SYSTEM w/ INSUL. Alarm location BASEMENT Electrical installed by CAPSTONE *V ED — BUT ONLY 0.5' SQUARE FOOT SAS CREDIT Installer JRS PIPE MATERIAL House to tank 3034 rain eid 3034 d Drainfield 3034 Co/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspection1" 10/19/21 dates: 2nd 7/26/22 Location and description 3rd 7127/22 4" 7/28/22... TOP OF AX MH ON-SITE WATER AND WASTEWATER SECTION APPROVAL Conditional Approval: Date TH ••••••••••••••••••••••% Septic System rove •• Curtis Huffman ' ' Date % ' Z CE ��slF • 9/29/22 • c� " Note: . l liF� pROFES SION�`�'�.�4 this approval does not include well permit requirements. tpo nrmwrd ax PERMIT: OSP221282 PID: 051-312-10 o 0 ,y w /Z o !/ N C.O O W > Z � s0 Uj rye. 2 s ReS��FN Y w C F a 0 Lot 126— J FDS H "� E" ; 98,927 S.F. pp0 INSTALLED ADVANTEX FAP 2.0 TANK W/ PUMP BASIN Q 12.1' /Ns-rA� Q � � TH22-2 Q A � rn G O O � 2$.O, VERIFIED EL SURFACE WATER, SEPARATIONS, ETC... AT TIME OF CONSTRUCTION. 00 t!1 A—C= 47.2 B—C= 19.3 BM: MH TOP FOD \ PUMP BASIN MT CO A—D= 50.4 M" 99.90 104.40 FINAL GRADE 104.50 B—D= 18.5 INSTALLED AX20 PODENT INSULATION r & 4' OF INSULATION FILTER FABRIC 102.55 ORIGINAL GRADE/- TH22-2 A—E= 57.5 \ -T./- ORO/OL B—E= 13.0 a69 o,.ss ,o1.s A -F= 62.0 96.35 1500 -GAL FAP SEWER ROCK cM/SM ADVANTEX 100.55 ,00.55 B—F= 27.1 TANK A—G= 91.2 3'+ MOA SAND GRND,y7R, B—G= 36.6 91'10 90 5' & o CM/SM SOILS FOUND 6' 9/21/22 AT 1' BELOW GRADE. ADDED 3'++ OF MOA SAND & INSTALLED 1' ED -2'OG. DECOMMISSIONED ANY ENCROACHING, FOUND ABSORPTION SYSTEMS. 11' st w BOH SEPTIC SECTION RELATIVE ELEV. To SCALE, NTS LOWER TRENCH T1 5N R2W SEC 25 LT 126A PREPARED FOR: DORIS SHIMAKONIS 17634 ALMDALE AVE EAGLE RIVER, AK 99577 FIRST WATER CONSULTING 13030 Sues Way Anchorage, Alaska 99516 (907)350-9566 firstwaterAK@gmoil.com SUPPORTSERVICES: C . DATE: 09/29/2022 SURVEY: LANG DRAWN: FWCS SCALE: 1" = 30' OF AZ pf * 9 TH tis Huffman CE 128991 09/29/202' `�'7r33I0�� MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP221282 Work Type: Septic Upgrade Tax Code Number: 05131210000 Site Legal Address: T1 5N R2W SEC 25 LT 126A G:0653 Site Mailing Address: 17634 ALMDALE AVE, Eagle River Owner: SHIMAKONIS DORIS Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Q Disposal Field Z Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date: nt CA � ' f L� u: Del)artineut Lot Size in Sq Ft: Total Bedrooms 8/9/2022 8/9/2023 98927 ❑ Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: • Mound is to have 3:1 slopes. Mill CO -,q] D es,yn C6th e, 9/iy Received By: Date: Issued By: Date: a 9 - 3 MUNICIPALITY OF ANCHORAGE 1: 1.Z Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-312-10 Property owner(s) DORIS SHIMAKONIS Day phone Mailing address 17634 ALMDALE AVE, EAGLE RIVER, AK 99577 Site address 17634 ALMDALE AVE, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) T1 5N R2W SEC 25 LT 126A Lot Size 98927 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field X❑ Initial ❑ Single Family (SF) X❑ (w/wo AD U) Septic Tank ElUpgrade 0 Duplex (D) ElHolding Tank ElRenewal El Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 595 Waiver Fees: Date of Payment: / WZo ZZ Date of Payment: Receipt Number: 700 2 & 3 Receipt Number: Permit No. 65 PDQ 129 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc C0#1 I W 0 r CONSULTING -c 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / fiistwaterAK@gmail.com September 9, 2022 Municipalities of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT — OSP221282 LEGAL: T15N R2W SEC 25 LOT 126A —17634 ALMDALE AVENUE, ER The owner has requested that we obtain a septic permit to upgrade the existing aged septic system on the above referenced lot. It was discovered that the groundwater levels have changed since the original permit submittal and we propose to install a 1.500 -gallon Advantex system per the attached design to serve the existing 3 -bedroom residence. The existing system will be decommissioned in place and a new leach field installed per MOA required code. The lot and area are served by private wells and the septic upgrade area has 5% slopes and in the higher portion of the lot. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Firs[l l6$ .e;mi .rtnesiac 91 F110 Watelax " S- G 0 N S U L. T I N G 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com July 19, 2022 Municipalities of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT Nbnicipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPUANCI OSP22128Z Deb Mckenfuss, 081091 LEGAL: T15N R2W SEC25 LOT 126A —17634 ALMDALE AVENUE The property owner has requested we obtain a permit to upgrade the failed septic system of the above referenced lot. We propose to install one shallow mounded bed at grade with MOA sand and 1500 -gallon anchored STEP tank to serve the existing 3 -bedroom residence with the attached distribution on the proposed design. The design is based on the recent test hole conducted this summer. Groundwater seeps were observed at test hole excavation and also found at 6' during monitoring. An additional testhole was attempted east of the garage and south of the house as shown on the design, but an "older septic" was found at that location. A slower percolation rate was used for the soils application rate and all existing biomatted material from the existing crib will be removed, decommissioned with MOA sand as required per code. The slopes are moderate at 2-5% at the proposed upgrade location. The existing crib will be completely decommissioned with MOA 2' of sand on the top layer and Type II soils or silt below the MOA sand as required if needed. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. yy t J11 tt..2G ,c "^ C �(1 Ydfi9 ll Sit YAIrFR DESIGN CALLS: 3BR X 150 GPD = 450 GPD 450 GPD/3 GPD/SF = 150 SF SAS 150 SF / 5'W = 30 FT. TRENCH USE 1 TRENCH — 30'(L) X 5'(W) X 0.5'(ED) TOTAL MAX DEPTH FROM EXISTING GRADE: 2' NO SLOPES >25% WITHIN 50' REMOVE 5' OF ORG/OL/GM/SM & ADD 3' OF MOA SAND OF PROPOSED FIELD. TO 2' & PLACE FIELD AT —2' MAXIMUM DEPTH & MOUND OVER W/ 3:1 SLOPES & INSULATION... N❑TESI STAKE PROPERTY LINE & WELL RADII PRIOR TO CONSTRUCTION FOUND BRASS CAPPED MONUMENT ALMDALE AVENUE FOUND SURVEY NAIL SET j"x30" REBAR w/ YELLOW PLASTIC CAP I �ORARY TURNAROUND Q leap' O SET J"00" REBAR w/ Ej2�4'45"E 329.14' 7E W,PLASTIC CAP — 20' ROADWAY & UTILITY EASEMENT I arAxc ru eAe.3 nage ro tomaxTne� CUSS D METLANDS MDr surAaE rzR �s AiSA OO t ®lat�Rl TE DnW e M a WAM naa,D mm Llm / CsrnFL a w+r 9 A¢ RFS eFp N n°9ae®P" VoA OWL w,Fn iOFNCF "ASSUMED 64*• ry' exrsv am/sr,oe PATH' DEfxYC9M OQSMq ST. D/CS R NSTNI. I[M 10W L FAP a TQM NO WEL WITHIN eM� 50' OF P POSED FM zo ,d, ./ DCO a ArM TAMC �IMAM AXnaDAT —rwx SEPTIC S STEM. R TO ST E ALL WEI I EQU PFR MDA COLE A"•� RADII URFACE rn a YANLIM ear+ m Ulm cownax q8.0' caoueem ,x a mew ^M WATE RIOR TO LARG L T W/ N O e ADD e• IeDA eAIO a 1¢OUe¢O LOT 126A APPA�REN ADJACI 98,927 S.F. ENC OA HMENTS N 8756'30'W 329.19 ONLY 4 PAGES OF MOA RECO�DS / 7D ALUMI M MONUMENT Lot 127 FOUN ALUMINUM MONUMENT— Tl 5N R2W SEC 25 LT 126A PREPARED FOR: DORIS SHIMAKONIS 17634 ALMDALE AVE EAGLE RIVER, AK 99577 FIRST WATER CONSULTING 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 FirstWaterAK@gmail.com Lot 125A Lot 1256 ONST. VACANT SUPPORT®SERVICES: ®�_® OF DATE: 9/9/2022 ` � tis Huffman � SURVEY: LANG CE 128991 DRAWN: FWCS 1 9/9/2022�0® SCALE: 1" = 60' ® FESS1010, Aw PAGE: 1 OF 2 DESIGN DETAILS: INSTALL NEW 1500—GAL ADVANTEX TANK SYSTEM WITH AX20 POD. MAINTAIN 10'+ FROM FOUNDATION, 50' TO WELLS, 50' TO SURFACE WATER, 5' TO FIELD & DECK SUPPORTS WITH 4' OF COVER OR INSULATION. ADD INSULATION & MOA SAND AS NOTED ... & INSTALL NEW 30'L 5'W 0.5'ED TRENCH AT 2' MAX FROM EXISTING GRADE. INSTALL PER AMC 15.65, 15.55, & MASS ... TANK BEDDING, SEPARATIONS, MATERIALS,... IF APPLICABLE: DISTRIBUTION LINE: 30 LF 1 1/4" PVC WITH 3/16" HOLES @ 1' SPACING W � (n N // L�dO . O Li O V) Q LIJ 0 O O J O Q N � O O YZ N I �I �1N \ STAKE WELL RADIUS \ PRIOR TO CONSTRUCTION 114, NSF so 4 , VERF, Sr IS S, FROM DECK INSTALL SUPPORTS AND 16' FROM DFCO FOUNDATION ® Mt IF ELEVATIONS REQUIRE, ADD ANCHORED PUMP �O IASIN AFTER AX FAP 2.0 TO NEW FIELD. ,1 DCO —'28.0 � � � W O O ,n I In CONDUCTED TH & FOUND OLD SEPTIC SYSTE.. DECOMMISSION "V �1C' NOT SUITABLE FOR SEPTIC AREA DECOMMISSION THE ENTIRE w1 EXISTING 8X8 CRIB / SYSTEM & NEXISTING TESTHOLE AS REQUIRED PER MOA CODE. TH22-1 Ea EXISTING CRIB/SYTEM O4v DECOMMISSION EXISTING S.T. J INSTALL NEW 1500 -GAL FULL ASSEMBLED ADVANTEX FAP 2.0 3- R TANK W/ AX20 POD cv & ANCHOR WITH 4CY OF CONCRETE P R MANUFACTURER SPECS MOA CODE W/ DCO BEFOR & AFTER TANK. INSTALL AX FIELD AT -2' MAX MT CO FROM EXISTING GRADE W/ INSULATION, 2'+ MOUNDED COVER & SLOPES 3:1 AND VEGETATION AS REQUIRED PER MOA CODE VERIFY ALL WELL RADII & MAINTAIN 50'+ TO SURFACE WATER PRIOR TO CONSTRUCTION LOT 126A 98,927 S.F. N 89°56'30"W 329.19' T1 5N R2W SEC 25 LT 126A SUPPORT®SERVICES: Aar, OF a®® PREPARED FOR: ��'�O DORIS SHIMAKONIS w 17634 ALMDALE AVE C ®* 9 TH EAGLE RIVER, AK 99577 4t��Jllll` FIRST WATER CONSULTING DATE: 9/9/2022 0� rtis Huffman 4 SURVEY: LANG rJ, CE 128991 w 13030 SUES WAY DRAWN: FWCS $ 9/9/2022v® SCALE: 1" = 30' � ss1oN ANCHORAGE, AK 99516 � 907-350-9566 FirstWaterAK®gmail.com PAGE: 2 OF 2 1H22-2 CONDUCTED TH & FOUND OLD SEPTIC SYSTE.. DECOMMISSION & ADD 6' MOA SAND & REQUIRED SEPARATIONS TO PROPOSED FIELD VERIFY ALL WELL RADII & MAINTAIN 50'+ TO SURFACE WATER PRIOR TO CONSTRUCTION LOT 126A 98,927 S.F. N 89°56'30"W 329.19' T1 5N R2W SEC 25 LT 126A SUPPORT®SERVICES: Aar, OF a®® PREPARED FOR: ��'�O DORIS SHIMAKONIS w 17634 ALMDALE AVE C ®* 9 TH EAGLE RIVER, AK 99577 4t��Jllll` FIRST WATER CONSULTING DATE: 9/9/2022 0� rtis Huffman 4 SURVEY: LANG rJ, CE 128991 w 13030 SUES WAY DRAWN: FWCS $ 9/9/2022v® SCALE: 1" = 30' � ss1oN ANCHORAGE, AK 99516 � 907-350-9566 FirstWaterAK®gmail.com PAGE: 2 OF 2 F rsr Wd[er CONSULTING ,�� �`✓ ,- IYATE P./WAST EWA7ER SU PPOfl7 & PLANN111G 13030 Sues Way - Anchorage, Alaska 99516 Tel. 907-350-9566 firstwaterAK@Rmail.com SOILS LOG -PERCOLATION TEST LEGAL DESCRIPTION: T15N R2W SEC 25 LOT 126A DEPTH FEET O_ G SOILS ORG/OL 2 :.:.:.:.:. 3 4 5 6 7 GM/SM 8 Silt increasing w/ 9 »>` depth 10 11 12 13 14 15 16 17 18 19 20 Aq- r • • ' Curtis Huffman • j ,-*k�'/ PERFORMED FOR: DORIS SHIMAKONIS TESTHOLE # 22-1 DATE PERFORMED: 6/30/22 GROUNDWATER ENCOUNTERED: YES IF YES, AT WHAT DEPTH: 6' SEEPS DEPTH TO WATER AT MONITORING: 6'& 1' DATE: 7/7/22 & 9/7/2022 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: DUE TO RECENT SITE INSPECTION & GROUNDWATER MONITORING THIS AREA IS NOT SUITABLE FOR A SEPTIC SYSTEM. Reading Date Gross Net Time Depth Net Drop Time to Water PERCOLATION RATE (MIN / INCH) TEST RUN BEWTWEEN & FT PERC HOLE DIAMETER PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16Tx PERFORMED BY: FWCS / FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 9/8/22 0 FlIst Wder CONSULTING WAY E"n/WASiEiY::TER 3UPPM S PtAfoliNo 13030 Sues Way - Anchorage, Alaska 99516 Tel. 907-350-9566 firstwaterAK@gmail.com SOILS LOG -PERCOLATION TEST LEGAL DESCRIPTION: T15N R2W SEC 25 LOT 126A I=0M_:_I 3 Net Time Depth to Water Net Drop GM/SM 4 16/16" 5 " 6" 6 " 6" '' SEEPS AT 6-7' 7 8 h` A Silt increasing w/ 9 t''> depth 10 11 PERCOLATION RATE 22 (MIN/ INCH) TEST RUN BEWTWEEN 2 & 3 FT PERC HOLE DIAMETER BOH 12 13 14 15 16 17 18 SEEPS AT 6-7' 19 20 OF & i1 g 49 TH Curtis Huffman' : ' , CE 128991 ,• i���/ • .9/8/22.. • ��� l�`F�PROFESS40NA .,.� PERFORMED FOR: DORIS SHIMAKONIS TESTHOLE # 22-2 DATE PERFORMED: 8/23/22 GROUNDWATER ENCOUNTERED: YES IF YES, AT WHAT DEPTH: 6' SEEPS DEPTH TO WATER AT MONITORING: 5' DATE: 9/7/2022 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERIFY GROUNDWATER & SITE AT CONSTRUCION & INSTALL MOUNDED ADVANTEX SYSTEM. USE REDUCED SOIL RATE OF 3 GPD/SF Reading Date Gross Time Net Time Depth to Water Net Drop 8/24/22 30 min 6" 16/16" " 6" 17/16" " 6" 16/16" PERCOLATION RATE 22 (MIN/ INCH) TEST RUN BEWTWEEN 2 & 3 FT PERC HOLE DIAMETER PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16TH. PERFORMED BY: FWCS / FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 9/8/22 MUNICIPALITY OF ANCHORAGE / ® DEPAR I IVICIV 1 OF r7CHL 1 n OC CIV V IrSV IV IVICIV 1 HL rn1 Cl' I IVIV ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME R 4i� _ -�_ ji PHONE �� EW ❑ UPGRADE MAILING ADDRESS Smc 14,q LEGAL DESCRIPTION L J2 r1 )U 2.,S- S E l/ LOCATION NO. OF BEDROOMS U Y DISTANCE TO: Well Absorption area, w o� C7 Dwelling PERMIT NO. H z aQ w�_ Manufacturer Material No. of compartments y Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth Y J0Z DISTANCE TO: Well Dwelling PERMIT NO. = z FQ- Manufacturer Material Liquid capacity in gallons O w = DISTANCE TO: Well Foundation I Nearest lot line PERMIT NO. LU u -Z Z w No. of lines Length of each line 5c 1 r• Total length of lines Trench width 6 Qinches Distance between lines F� Top of tile to finish grade Material beneath tile inches Total effective absorption area 7-f W C7 Length Width Depth PERMIT NO. Q F LUFL Type of crib Crib diameter Crib depth Total effective absorption area LU y DISTANCE TO: Well Building foundation Nearest lot line J Cla Depth Driller Distance to lot line PERMIT NO. Lu � DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER ^' I� PIPE MATERIALS SOIL TEST RATING a�U - INSTALLER i 7` REMARKS S�— G—`v �l uC_3V r 7 �e 11 ar APPROVED .�1. DATE LEGAL C% 72013 (Rev. 3/78) THE REQUIRED SIZE € F THE SOIL ABSORPTION SYSTEM IS: THE LENGTH LI NE!' 1_ I _iIS THE _LNG -L ( I f FEET) _ — THE TRENCH rE!,H OR rRI _ I E D THE DF.;.IPTIH € F A TRENCH OR PIT it THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOMOF THE EXCAVATION (i N FEET), THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GE'H'===fEL BETWEEN THE OUTFALL L _IPE !=!N€::! THE BOTTOM OF THE EXCAVATION ( I ='N FEET). L.3' 1 FZ E" E> EE F=' K X @_ 0— 1=1 P%A 0Z K 1 K ,'{--- a__i€ ill ci ;0 171 1__1 K.. 1_ EN Ill K PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION II'•:i'E,PECTIt._tP' S € F ANY WELLS ADJACENT "j't,_! THIS PROPERTY €=!i ��D THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. BACKFILLING OF ANY SYSTEM .— t I—!I_.: € FINAL INSPECTION AND APPROVAL r t ,..._ _• Y THIS : _.._ DEI-'i'?{H'•'.TMENT WILL BE SUBJECT Ti=t PROSECUTION. MIN111UM DISTANCE BE . t=.EEN !•_€ WELL AND :. }=!C•. f ON-SITE SEWAGE DISPOSAL Sr •_±'_=HL S : _• } _M is 00 FEET FOR PRIVATE WELL L OR =0 TO 200 FEET FROM M ! PUBLIC WELL DEPENDING UPON THE T4`r'F_• OF PUBLIC WELL. L , !•:t I €':i •t• 11 tN DISTANCE EI~:;E€M EI PRIVATE WELL TO A PRIVATE SEWER LINE I °.= 25 FEET AND TO €-i COMMUNITY = EWER LINE I S 75 FEET. OTHER REQUIREMENTS i`i!'=€ = APPLY. SPECIFICATIONS AND CONSTRUCTION D'( l=±GRt-I€'1.S i=lF:.r_ AVAILABLE TO INSURE t=R PER INSTALLATION. °"`.< E— 7'�_ u ` _ ._ _ ,i_ tl'''--'- :-E.w I_ -g fes._ ti._: d;� e s L_.b ,.._ it -t,', 1 CERTIFY THAT AMI FAMILIAR I A€ WITH THE REQUIREMENTS FOR €(' Ol'•:±-- '(TE SEWERS D WELLS '•=i' SE -1 FORTH BY THE: HE MUNICIPALITY OF ANCHORAGE. 2: 1 WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: 1 UNDERSTAND THAT IHE ON—SITE _EWR SYSTEM 1 Y REQUIRE E _=RGEENTIF THE RESIDENCE IS REMODELED TO INCLUDE M±_€RE , II 14 —. E•ttiDR±WtOMS. '2('e00.': (bi�a� LX+ S+ Af'ht'n APPLICANT P=4€.?L .=HI1''fAKOI•••II. =, R € Sac/Inkhan Ye ISSUED UED E• T ----- Vii._._.___._____- • €-±1:_._ � . d -z_._. `,° ;•. 0 1-1 i'--€€ pil ti 40 Z .. : ' L€ L.. -- 0_. 10 C3 F" FA 14 CT K ' F:° FJ CA E --- t -! HI F,- RTMEN ± € €p HEALTH DEPARTMENT `••;€-'f ENVIRONMENTAL r'!-'€ a , ± ! ±ii•, 25 ` ±_ • STREET, REET, ANCHORAGE, AK 99501 264-4720 PERMIT NO. ( 820065 rj —:€'.±T €'"€:-±'" _ _! 1: ': PAUL _ HI a—!---': _€I=•:II'= _TR 1 f :._ _'� €'f: !- _. Fes'.«, ._ ... ._ ( BOX :L49 E ' =_,=�a�. 77 688-2445 LOCATION Ftl_MDA `[_E ±w H€_€±-; ,r ±=1K LEGAL L126 ; '€ 5HE.;_.:..I'I:• --. - SE101 LOT SIZE :a t_.'._;.00 w:QF_€►=€RE FEET TYPE OF SOIL €SBSORP..,..' ON SYSTEM E'I':} I _• : D}T A i NF I E LO MAXIMUM 14UPIBER € F BEDROOMS — _ ATTNG ('_ 0 F T 'BR = 220 SOIL RATING THE REQUIRED SIZE € F THE SOIL ABSORPTION SYSTEM IS: THE LENGTH LI NE!' 1_ I _iIS THE _LNG -L ( I f FEET) _ — THE TRENCH rE!,H OR rRI _ I E D THE DF.;.IPTIH € F A TRENCH OR PIT it THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOMOF THE EXCAVATION (i N FEET), THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GE'H'===fEL BETWEEN THE OUTFALL L _IPE !=!N€::! THE BOTTOM OF THE EXCAVATION ( I ='N FEET). L.3' 1 FZ E" E> EE F=' K X @_ 0— 1=1 P%A 0Z K 1 K ,'{--- a__i€ ill ci ;0 171 1__1 K.. 1_ EN Ill K PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION II'•:i'E,PECTIt._tP' S € F ANY WELLS ADJACENT "j't,_! THIS PROPERTY €=!i ��D THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. BACKFILLING OF ANY SYSTEM .— t I—!I_.: € FINAL INSPECTION AND APPROVAL r t ,..._ _• Y THIS : _.._ DEI-'i'?{H'•'.TMENT WILL BE SUBJECT Ti=t PROSECUTION. MIN111UM DISTANCE BE . t=.EEN !•_€ WELL AND :. }=!C•. f ON-SITE SEWAGE DISPOSAL Sr •_±'_=HL S : _• } _M is 00 FEET FOR PRIVATE WELL L OR =0 TO 200 FEET FROM M ! PUBLIC WELL DEPENDING UPON THE T4`r'F_• OF PUBLIC WELL. L , !•:t I €':i •t• 11 tN DISTANCE EI~:;E€M EI PRIVATE WELL TO A PRIVATE SEWER LINE I °.= 25 FEET AND TO €-i COMMUNITY = EWER LINE I S 75 FEET. OTHER REQUIREMENTS i`i!'=€ = APPLY. SPECIFICATIONS AND CONSTRUCTION D'( l=±GRt-I€'1.S i=lF:.r_ AVAILABLE TO INSURE t=R PER INSTALLATION. °"`.< E— 7'�_ u ` _ ._ _ ,i_ tl'''--'- :-E.w I_ -g fes._ ti._: d;� e s L_.b ,.._ it -t,', 1 CERTIFY THAT AMI FAMILIAR I A€ WITH THE REQUIREMENTS FOR €(' Ol'•:±-- '(TE SEWERS D WELLS '•=i' SE -1 FORTH BY THE: HE MUNICIPALITY OF ANCHORAGE. 2: 1 WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: 1 UNDERSTAND THAT IHE ON—SITE _EWR SYSTEM 1 Y REQUIRE E _=RGEENTIF THE RESIDENCE IS REMODELED TO INCLUDE M±_€RE , II 14 —. E•ttiDR±WtOMS. '2('e00.': (bi�a� LX+ S+ Af'ht'n APPLICANT P=4€.?L .=HI1''fAKOI•••II. =, R € Sac/Inkhan Ye ISSUED UED E• T ----- Vii._._.___._____- • €-±1:_._ � . d -z_._. `,° ;•. 0 .,r;�.,.,. t� F. Is.�:✓'"2 tip "tib. ° 7� FIOUCIH AN DEPAR'i M, N + Cit= HE=AI:i}! '1,N D E N V 1 R 0 N N1 FN T A I - P1 3 OT _C:f1i-)N January 4, 1982 Paul Sminakonis, Jr. Box 149 Eagle River, AK 99577 Permit 71, 810541 Subject: L126 T15N R2W Sec 25 SE1/4 A permit issued by this department for a well and/or sewer system has expired as of December 31, 1981. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal Ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If an engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files. If there are any further questions, please call this office at 264-4720. Sincerely, C�4 (V8 Les N. Buchholz R. . Program Manager Sewer and water Program Enclosure: Copy of Permit ' r=1 k -i bf 1 10 1i =1 I_ I P::u F- 4 0::-- E - DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION " 825 'L' STREET, ANCHORAGE, HK. 99501 264-4720 K") T41 17- I= w; E=r 44 E: F-'- F='L=- F! r-1 I -F PERMIT NO. ( 810541 ) APPLICANT PAUL SHIMHKONIS, JR. BOX 149, E. R. c}«%{--1 \ 688-2445 LOCATION HLMDHYLE AVE, CHUGIHK �c`�� '~` LEGAL L126 T15N R2W SEC25 1���=�� .�z_LOT SIZE 108900 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: DRHINFIELD 0, � ^ MAXIMUM NUMBER OF BEDROOMS = ] SOIL RATING (SQ FT/BR)= 220 Y� THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: ^ 11 w! 105 (3FZFA%/E=L_ E>E=F"7FFq= � THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD. THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). _T_ 1-1 E07 _T_ in? E= PA ED 14 K! 110 7- T-9 i K=? 09' CA CA CA F� E� E�7F' THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). in? K lot k_J I Fw! EZ E> in EE 0=1 7- 1 ED -T- 1=1 KI F42 17 ::::�'E=_= -1L ED ED CD Ca FA L_ L_ ED PA� PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. --- --- --- 1- Ong ED < :a, 1 1 C"?KK0 FAFREE Fw?E=7TTf8_R I F70=40 --- ----- BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTANCE FROM H PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND TO H COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F" E=7 17? 101 1 0- E=7>1 F" 1 FQ E� 00 E> E0 ED E= P1 ED E� F2 7111 " AL SR EKKL I CERTIFY THAT 1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ]: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN ] BEDROOMS 6 SIGNED:_____________________________________ HPPLICHNT PAUL SHIMHKONIS, JR. 40 No ISSUED B _£=���__DHTE_��=���0L�L_____ �=-�-�-~-�������������� �� �� �� � u,~ ' L� 0 & E ENGAEERING & DEVELO� MENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Russell Oyster 694-2774 Earl Ellis 688-2280 Performed for: Name: ej /V/ S9, '7 : 5- "5' Z) Tel. No. Iq Mailing Address: 191<', .575RS�77 Legal Description: /0 /- 12- & , -2 VV, ,5, /4/,, Depth (feet) AfL 2 12, ­72z5r 4 5 1.1 7- EZ 8 9 10 11 12 13 14 15 16 Soil Characteristics PLOT PLAN 6 A111 Al A-1,VVIIAl = 220 At, ,s*, OF A Q�45 4-& Ground Water Encountered: Yes � No lfyes, what depth 49. Proposed Installation: Seepage Pit Drain Field Comments: Earl P. Eilis rub Performed by: 2-2 13 PLOT PLAN 6 A111 Al A-1,VVIIAl = 220 At, ,s*, OF A Q�45 4-& Ground Water Encountered: Yes � No lfyes, what depth 49. Proposed Installation: Seepage Pit Drain Field Comments: Earl P. Eilis rub Performed by: MR01U VICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 051-312-10 Legal description T1 5N R2W Sec 25 Lot 126A Site address 17634 Almdale Ave Eagle River Current property owner(s) Doris Shimakonis Expiration Date: 1-6-22 X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for Comments or advisories: bedrooms, with the following stipulations: By Original Certificate Date: — 22 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 Rvs� MUNICIPALITY OF ANCHORAGE o y Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 051-312-10 Complete legal description T15N R2W SEC 25 LOT 126A Location (site address) 17634 ALMDALE AVENUE, EAGLE RIVER, AK 99577 Current property owner(s) DORIS SHIMAKONIS Day phone 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY: ® Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel ® Plastic ❑ Concrete ❑ Fiberglass Age 0 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ® AWWTS ❑ Bed ❑ Deep Trench ® Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ 226 - +1W Waiver Fee $ Date of Payment ql as /moo as Date of Payment COSA # 0) S C o2 a xl ':� � Waiver # 43I39 -3a COSA Application—July 2022 copy 2.doc Legal Description: TI 5N R2W SEC25 LT126A Parcel ID: 051-312-10 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system A. WELL DATA ❑ Well log is filed with Onsite (or attached) Water storage tank volume NA gallons Date drilled CIRCA 1970s Total depth 63+ ft Well disinfected for coliform test? ® Yes ❑ No Cased to UNKNOWN ft ® Coliform bacteria is Negative ® Sanitary seal is functioning correctly Nitrate 3.4. mg/L ❑ Nitrate less than MRL (ND) ® Wires are properly protected Arsenic ug/L ® Arsenic less than MRL (ND) Casing height (above ground) 18+ in. FWCS Date of flow test for COSA 6/15/22 Collected by & Sullivan Static water level at beginning of test 50 ft. Date 6/15/22 & 9 ... SULLIVAN PENDING Well production at time of test 3+ gpm Comments NO WELL LOG & SULLIVAN SHOCKED WATER SYSTEM WITH NEW COLI SAMPLE. B. TANK DATA Measured operating fluid level in septic tank NEW Date of pumping NA — ADVANTEX ® Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) NEW FIELD ® ALL standpipes present per record drawing Total measured depth from grade 3.95 ft (max) Measured depth to pipe invert from grade ft (min) ® N/A — pressurized field. ❑ Per record drawings, field is insulated. ® Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date C. LIFT STATION ® Required maintenance completed Age of lift station NEW years Lift station material PLASTIC Comments: NEW ADVANTEX SYSTEM Adequacy test date NA—NEW Results ❑ Pass Fluid depth prior to test _ in Water added gal New fluid depth in Elapsed time _min Final fluid depth in Absorption rate _gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 12 in Effective depth used 0 in Effective depth remaining 12 in Comments/Deficiencies: CO/MT AT EXISTING GRADE. FI COSA Checklist 2022.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' ❑ Yes if No *50+ ft ® Yes if No ft Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No *50+ ft Holding Tank > 100' ® Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' ® Yes if No ft ® Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ®Yes if No ft ® Yes if No ft ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ❑ Yes if No *50+ ft Tank to Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ® Yes if No ft Private Wells > 100' ❑ Yes if No *50+ ft Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No ft Water Service Line > 10' ❑ Yes if No *50+ ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS *SYSTEM MEETS CATIII SEPARATION DISTANCE REQUIREMENTS. G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer's Printed Name CURTIS HUFFMAN PE Date 9/29/22 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & F1:5 COSA Checklist 2022.docx 0 of � .• ,�� TH • • Curtis Huffman O ��� �'��,•.• CE 128991 •.•Zc�'A"i PROFESSOO"�-®'°�� Oma. v 87v3SD -!, < N C Sn my m m3 m 3-. ° 3�oom m -4 IT N N N Q m m m N W o n m a m p m�rn� N 00 rr Q.omp� fl m-• AK ! '*� —tom CQrt o-.0mvv N °• I tu m m y -yi.Co _+ < Smp•�'''ZN 0- :3 -w CD OO�OQ o m I --0-0, � art I(N Qn-:3 0.O IE N *tp pd h j-<QOdNm .p m Ic a y° o rn -" vm I n QQ O 03 j �oi o 0 30 ;C 0 �3-moo=gym �ym-+- m o V! -1X l =0 So oj m1 P 0 n •r y °m-4 oym .m3Do_ a= c m , O 1 to O c-* I o 0wCo O•Q S0.0:=@:L p C v K y m n < ? m m r"� p p 7 N m -moi d ('-U 3m QCS�--t O m m i vm Q mmmz tQ `C -a O O y m CL Q �Qo CD N -� N 77 Q r - C) O 0 :3 Z � I Ro I N Vl C rU cl0 :3 0 ix Q Q. — U1 CD c— CD r 'i U) m m r I� © —O SII -s 14, 0 c 1 O E-) Z 0 ALASKA RAILROAD RESERVE ° I o 00 i N N Ln Ln y I w > I 30.0' 1 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this -f Day of 0C_ /,xe /- of 20 2 Z. by and between —F- YhY- �►� m o _ , 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 AN ADVANTEX SYSTEM located at (legal description) T15 R2W SEC 25 Ll 26A 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 be 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. voc It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. 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, (/ repairs or permitted alterations to the system. V S 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. 05/18/2018) Pagel of 3 Y-42 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 AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. 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 Certificate of On -Site Systems Approval. 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. Owner agrees to maintain remote monitoring of the AWWTS as required by the AVY'WTS 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. Nonwaiver. 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 or 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 means shall be 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. 05/18/2018) Page 2 of 3 OWNER: By; (signature) Date: _.(print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoin inst ment was acknowledged before me thislllday of 20_% by '-NOTARY PUBLIC FOR ALASKA LETECIA C. CNROUST My Commission expires: !Tc_! � 5- Notary public ter'— State of Alaska My Commission Expires Mar 26, 2025 MUNICIPALITY: B(signature) Date: O S (print name) Title: (rev. 05/18/2018) Page 3 of 3