HomeMy WebLinkAboutKENO HILLS #8 TR CKeno Hills #8 Tract C #020-171-47 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page i of 3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT 20-1 1 - Permit Number: SWO90129 PID Number: 020-171-47 Name: Name. Wastewater System: ® New ❑ Upgrade Address: ABSORPTION FIELD Phone: Number of Bedrooms: ❑ Deep Trench ❑ Shallow Trench 0 Bed ❑ Mound ❑ Other: LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: GPD/Ft' 0 Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: Tract C Keno Hills #8 0 Ft. oz+2'sand Township: Range: Section: Fill added above original grade: Gravel Length: Ft. O Ft. Well: ® New ❑ Upgrade Gravel width: Number of lines: Distance between lines: Ft. 1 Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Private 206 Ft. so Ft. 3.1;0 Ftz 3034 PVC Driller. Date Drilled: Static Water Level: Installer. Date Installed: AI ine Drillin 8/3L6/2009 11 Ft. A + Home Services 10 6 200 Yield: Pump Set at: Casing Height Above Ground: TANK 8 GPM 206 Ft. 2 Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ® S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ubllc/Private Manufacturer. Capacity: From Tank Field Station Tank Sewer Line Anchorage Tank 12_SO Gal. Well 116.3 251 - - 113.4 Material: Number of Compartments: Steel 2 Surface Water 100+ 54.2* - - LIFT STATION Lot Line 72.2 46.2 - - Size: 250 Gal. Manufacturer. Orenco/Anch Tank Foundation 9.8 156.9 - - Pump on" level at: "Pump off" level at: High water alarm at: +40 in. in. +4S in. Curtain Drain 100+ 100+ - - Pump Make & Model E cal Inspections armed by: M Remarks: *;o foot surface water waiver, Advantex advanced waste H MARK Location and Description: water treatment system installed House door threshold Assumed Elevation: 100.0 Ft. Engineer's Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1" 10/6/2009 �*s1ke1k►s nd 2 �C OF / ,�i]♦ , q•.9S 10/7/09 �e`P\.,,,...... �� Development Services Department Approval �,••'�A••.;��# Conditional Approval Date: Mr 49 �................... j� •Steven••R. Pannone: O #0 =. No. CE 81 � •' i �1 �'•� 1•'''•� (J t q Reviewed and approved by: Date: 1 I Ia I C I I (Rev. 04/06) O Illf o_-{ I o �n f es. I o ski i ce{ lP��ti`P Lot i,3 >.A.S INSTALLED LF X 5.0' WIDE 2" HDPE 10' BGS 1 " X 4' INSULATION OVER PIPE EXISTING STREAM NEW 1500g STEP TAN W/ AX20 POD & AUX PUMP VAUL NEW 4BR HOUSE ASB 87.1 TH 1 46.2 54.2 11 I I I \ I 1 NOTES: RECORD DRAWING PLAN PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 kENO HILLS S/D #8 TRACT C KEVIN HEMENWAY 3740 GUNWALE COURT ANCHORAGE, AK 99516 2i 100.0 7' WELL RADIUS ,I`Vv NELL =IN 49 Date 2/4/11 Scale P.I.D. NO 20-171-47 PERMIT NO. SWO90129 .� .......... %I Steven R. Pannone ;0' �CSE , 8149 c�� ��Cir lliF�PROFESSIONP�'�.� Sheet t OF 2 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: 4—BEDROOM HOUSE, NEW 1500g S.T.E.P. TANK W/AX20 POD & AUX PUMP VAULT, INSTALL NEW 5—WIDE DRAINFILED 30 LF X 5.0' W. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 10 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 4 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 1s] NEW 1500g STEP I I '—' DESIGN PARAMETERS 3:1 SLOPES 116.6 ' 0.� -1.0 2.0 SM MT AT EACH END 1 FG /6" TOPSOIL AND VEGETATED 117.1 — — 116.6— — — — — — O.G. 1.25' m HDPE DRAIN PIPE 14.6 W/ 1/4" HOLES AT 30•• O.C. �-- 5.0 MOA APPROVED SAND FILTER -6 DUCTILE IRON PIPE GROUND WATER a J FC FOUNDATION CLEAN OUT T -u -6 (110.6) C# CLEAN OUT NO. -12 Q z w m o R. 1. a 01­ DOUBLE CLEAN OUT Of I DIVERTER VALVE ?oo oV OU 00 z a O ¢ I W/ 1/4" HOLES AT 30'• O.C. � ¢ ? w o o 121.1 FG w ¢ O V U aU N x n n — -116.6 OG ¢ 1s] NEW 1500g STEP I I '—' DESIGN PARAMETERS 3:1 SLOPES 116.6 ' 0.� -1.0 2.0 SM MT AT EACH END 1 FG /6" TOPSOIL AND VEGETATED 117.1 — — 116.6— — — — — — O.G. 1.25' m HDPE DRAIN PIPE 14.6 W/ 1/4" HOLES AT 30•• O.C. �-- 5.0 MOA APPROVED SAND FILTER -6 DUCTILE IRON PIPE GROUND WATER a TEST HOLE FC FOUNDATION CLEAN OUT T -u -6 (110.6) C# CLEAN OUT NO. -12 SP BOH 104.5 w m o w m o R. 1. ~ w ~ w DOUBLE CLEAN OUT Of I DIVERTER VALVE FS oV OU Q O F -1.25" 0 HDPE DRAIN PIPE O ¢ I W/ 1/4" HOLES AT 30'• O.C. � ¢ 121.1 FG 117.1 1 16.6 — -116.6 OG PROFILE ADVANTEX SYSTEM RESERVE SEPTIC SYSTEM NO. BEDROOM: 4(600 GPD) TANK SIZE: 1,500 gallon ADVANTEX PERC. RATE: 5-16 MPI SOIL RATING: 4 gpd/SF AREA ROD: 150 SF SYS. TYPE: 5'—WIDE, 0.5'ED 2' SAND FILTER MIN LENGTH: 30 LF USE: 3OLFx5'WIDE,0.5'ED, 0' TD, 2.0' TD (BOTTOM OF SAND) TOTAL AREA: 150 SF ABBREVIATIONS DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T -u TANK CLEAN OUT NO. C# CLEAN OUT NO. M# MONITOR TUBE NO. LS# LIFT STATION NO. R. 1. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER LEGEND —w—w— WATER LINE/ WELL RADIUS — ss ss EXIST'G SEPTIC — ss ss — NEW SEPTIC CHAINLINK FENCE NOTES: nA�7�Tn�TE �T PAML'C 02 7 NCH�RA cK 9L PHONE (907) 272-8218 FAX (907) 27278211 _������\\� C� OF• ?�,jk kk co - � .49 TH yk+�j "' / Steven ' Ponn ne V 'v'.. C 814�� r� 9.� x IV ix Date 1/24/12 RECORD DRAWING Scale NTs KENO HILLS S/D #8 TRACT C KEVIN HEMENWAY 3740 GUNWALE COURT ANCHORAGE, AK 99516 P.I.D. NO 20-171-4i PERMIT NO. SW090129 DESIGN NOTES SheetOF 2 DRAIN MUNICIPA1 BUILDING CODE Validity. °The issuance or granting of a p�rm it or rproval of plans and specifications shall not oee �nstrued to be a permit for, or an approval of, any 3lation of any of the provisions of this Code. No Irmft presuming to give juthority to violate or cancel e provisions of this Code shall be valid, except solar as the work or use which it authorizes Is llawful.' 'The Issuance of a permit based upon plans and cifications shall not prevent the Building Official n thereafter requiring the correction of errors in said ns and specifications or from prev building !rations being carried on thereunder wh n in lation of this Code or of any other ordinance f d)e nicipality.' EXISTING BUILDING FOUNDATION B I B TOP OF EXCAVATION 6" PERFORATED PIPE 6" SOLID PVC PIPE W A COLLECTION BASIN LOCATION OF ED SPRING A"w%.Ov AUG 2 5..2009 1506 VPcst 36th Ayenoc Anehonge, Alaska 99503 Phonc 907.561.1011 Fax: 907.563.4220 \ wm.pnden&ccm.eom PLAN ENGINEERS, INC EXISTING GRADE ✓,�, ;,�•_ INSULATION 6" DRAIN PIPE 3" DRAIN ROCK 3' LONG x 3' WIDE z 12" THICK GEOTEXTILE SPRING DRAIN OUTFALL DETAIL B -B A"ROVE-Emlh AUG 2 5 2009 „ ORIGINAL GRADE SLAB ON Rodney ey E . We I I i EXUMITS OF CAVATION GRADE 4" FOUNDATION — a . DRAIN - `:; ;;.:stiff-•. ;: r: •,:... "� NFS MATERIAL GEOTEXTILE ';✓';:•>; •ti`'.�a�..''':'�-, 4" INSULATION rte �' .j �����"`�`" ,, ,Z,� J ��,��,i �••� � � �.i ��✓ `�� � �'•!l l: / J i � Lr9���-tom i �6` SOLID PVC 6 PERFORATED DRAIN DRAIN ROCK SPRING DRAIN DETAIL A -A P�Etf: 1 SD6 West 3616 Arcnvc HEMENWAY FOUNDATION Anchongc,Alaaka99503 I I SPRING DRAIN Plan= 907.561.1011 F=907.563.4220 ENGINEERS, INC DETAILS rvww.pndcn6dnecss.cnm SHEET NO: DESIGNED 6!: PK I Wr. 08/14/09 CHECKED 9Y: OTIC PROJECT N0: 091084 2 OF 2 =s 8167Q -C 1 ---------------------------_ TRACT A-1 0 60' Private Roadway C & Gas Easement cc\ \ N89°10'30"E 329.78 1 10' I & E Ease ment =_______-- -�---------- --�_ ;, _ -------------- , --- -- �— —— — — _-- \ 1� I Septic Reserve -' I \Oi \ Syste , — o ` -TeS. hole % lest note 26'7 o I TR t hole I %S88040'00T 55.43 �� 8iSa ZL „ 1 Chamgt ,elized flow \ 2 I t:F ,C I I Culvert-/ IM If 2 � I TRACT C SEPTI \ i TRACT B o (217,979± SF) SYSTEt q � r V 1 a 32-0 :. 1 7;•t'*�' y �.<-; 1 ` Overland ft1o_ 6.0g co t _ ££e.oN t I �00c�x 8.o j I I 1 l w 1 1 A, O . . O I 236.4 0 i iCD N tof l4 1Jiitl f.0 iN7 � \I , 1 s°• Wei I '�° ti zeo pI t> lr ew4'v = i iso 5; � '56P 7-f = S5o S-. II 1 a 29j71 o 5Z000 o 1 A o I I _r O O 1 11 Limits of excavatio o I o 350 :�• z o z s tel 11 O, �� I LUI rI `� hannelized flow 1 \ I C^ to 1 ISS A. C�.• lrll�- `49TH I d. I av !7`.-•� .YY .ars-�`•'�j '• W I3 Fred Walatks o �J No. 3255-5 m SCALE: 1"=50' I I I 1 I i AS BUILT FOUNDATION, DRIVEWAY & EXCAVATION, I I and ADDED WATERCOURSE MAPPING. 9-11-09 I I I PROPOSED CONSTRUCTION I hereby certify Nat I have surveyed the followin described omperty TRACT C, KENO HILLS, ADDIT ON No. 9 I I I Anchorage Recording District, Alaska, and that the `I improvements situated thereon are within the property lines and --4 ---------------------:!L- ---,- ----------1'- 1 10' T & E Ea, ment T do not overlap or encroach an the property tying adjacent therew, that no improvements on property lying adjacent thereto enrloach on the premises in question and that there are no roadways, transmission lines or other visible easements on N89°52'12"E 330.30 said property except as indicated hereon. EASEMENTS THOSE OF RECORD. OTHER THAN Note: Staking prior to construction. SHOWN ON THE RECORDED Dated at Anchorage, Alaska PLAT ARE NOT SHOWN HEREON. BE This 14th day of JULY 2009 FB 09-4p27 FRED uASSOCIATES (907-248-1666) Engineers and =s IN Permit Number: #SW 090129 Date of Issue: 7-30-09 Parcel Identification Number: 020-171-47 Date Started: 8-16-09 Date Completed: 8-17-09 Is well located at approved permit location? x Yes ❑ No Legal Description: Keno Hills # 8 Tract C Property Owner Name & Address: Kevin Hemenway 3740 Gunwale Court A--k^r.ni',o dlnclrn 0Q.F'i1R Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Method of Drilling x air rotary ❑ cable tool Casing type: steel Stick-up 0 2 Organics &silt 2 4 Wall Thickness:.25 inches Diameter: 6 inches Depth: 50 feet Liner Type: Gravelly silt 4 8 Diameter: inches Depth: feet weathered rock 8 12 Casing stickup above ground: 2 feet Static water level (from ground level): 11 feet Pumping level: 206 feet after bedrock 12 206 2 hours pumping 8 gpm Recovery Rate: 8 gpm Method of Testing: air li t Well Intake Opening Type: ❑ Open End x Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: Bentonite chips Volume: 66 bgs Depth: Start 0 feet Stopped 50 feet Pump: Intake Depth feet ��ER QUALiTY-.%.�� wffwm - .._. _- Coliy 00ML Pump size hp Brand Name Well Disinfected Upon Completion? x Yes ❑ No Nfttes �mg/L Amenlc '` g/L Method of Disinfection: chlorine tablets Comments: 8 " to 50 feet Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 C) 0') TT Vl V/ rl-r— M c? � � CD C) (9) CD a) Cn 00 O Q Q Q U) N ,a� v ) 1 CL O w- 0 a) cu U w= a) WA N La O LO O Q a) M L- 0 0 U c LU _ z LU 0 0 '� W ti r In a) a) ,7M m 0 A G 0 s N O N N O V11 - .r 4-1 o`` 0/.� 0 ii 4) a) Q CL 3 M 0 ~ U) O ~ i4 O4-1 C N cn •� T o CD .E ^ ,v O W Q N •> > E Q O N LL 0 CU aa)i 0 3 .� z Q a)� = N (cv > c cC Q. m -0 O O L.Q w •Q. 0 = L E 0. a) N O U) E v v 0 O O CO � _ N > �NE�o Q� O ,� CL O >Q O U O D) U LL Q N _ Q = L U c o H Q o Y `~W O U C R L = � L = QW O U CD rnrn ti ti C? C7 mrn Z r— O 'T O LL N z O QJ Q W z w O a T- T a) Q) LL 69 m () LL U) O U 0 v CO Lo V N c L rn ( o') C: = (1)(0 m N cM _ `-' aa)i O Q >, N a L)) Q. _ O O U L CU O O C c N U U A a- a U ca N ❑ U) c o cm cn E 31> v Q >' > o El a N jcu ❑ ❑ L 3 m m c U o a) c F- L (0 + co Q CD co El ` � � N cn •> (La' cu a) a) a) c O m C O a) El O a) a) L o U CV -a (n a) cu p a) co d = o m a O 0 CL = O o?S ca M J El1) L � O CL 0 OL ? cn v o to a)~ �> �I a a a m a) w E El¢ E]E .� c ° ri W J a w ❑ is r L c N a ¢ a� CD t°n - � w c G (D 3:J a) d >, U) ° ❑� w N a W W F- O N L- ci CL z O�- a) o v O cn Q to > CL W O O ~ a ct a) U) W W O >+ U a a' uj M .> J U O Fes- Fes- Q Q > a CU x >% c N M (fl > W m -W T a) Q) LL 69 m () LL U) O U 0 v Forge Engineering 8/6/24 & 8/14/24 N/A N/A N/A Benjamin Schiller, P.E. (907) 522-7773 MUNICIPALI'T'Y OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEM EN"r., hc1rein the "AGREEMENT" nude and entered into as of th R. C a ry AVI Day of r� hc�/I of 70q S. bv and between herein thd'OViNER," and the Municipality of Anchorage, herein the "MUN IC: ii'AL ["I'Y", in accordance with Anchorage Municipal Cade (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties t o this Agn ement agree as follows: 1. Advanc to the owner to utilize and operate an AdvancTreatmentastewater SystemkrIt IL A ILS }, located at (legal description) Keno Hills #-8 Tr C 2. Maintenance, Revairs and Alterations. (Owner iS required to read, understand and initial each section) t]61 Througliout the term of this Agreement, the Owner shall enter info a service agreement with an AWWTS ser -vice and maintenance provider approved tr described as Advantex ed Wastewater Treatment Svstems& The Municipality grants pe ission by the Municipality or the is 5 manufacture condition capable of Performing as designed and produ is representative. The AWWTS mainte'6 nance, shall be maintained in a satisfacto cing eated septic effluent in accordance with the equipment's approval for operation in the Municipality,, , IL It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustmen includes an annual maintenance fee (typically $400 to $600). replacement costs, and inspection costs. This G owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make Any necessary rep(7" Ck V lacement. repairs or permitted alteratioiis to the system. J4 -'r [owner acknowledges that regiflar maintenence ofan AWWA'S deduces the potential failure of the system, which could include sew -lit -,c bl.ickuP and costly repairs or drainfield t(s),, (rev., 05/18/2018) Peke 1 o 3 i J� Owner acknowledges that die MuniclpaliLy may repairs from the manuf'actuicr's represcmati request records of maintenance and ve or maintenance provider. Owner acknowledges that Ifie line for failing to maintain and repair an AWWTS may hC assessed in a cordance with AMC 14ai6UP030. Owner agrees to brant ilie Municipality rcx%onable access to test an(] ins AWWTS. The Municipality will give at least 244a -hour notice. Owner agrees that any sale or transfer of title of the property will not occwur without a new pe t the Certifiicate of On -Sit Owner agrees that t e Systems Approval. c AWWTSi"nstallation an d maintenance requirements aS provided by the AWWTS vendor/installer and approved by the Municipa guidelines for t Owner agrees t he construction., maintenance and repair of the O lity are wncr's the governing A WVVTS. n maintain remote monitoring of the n WWTS as required by the A WWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the the installed system, or Municipality to operate. while the AVONTS 06 is operational or until title is transferred. 4. Nonwaiver. The failure of the Muni ipalit., at Areementgshall i upon transfer of title, and shall continue any Ume to enforce a provision of this n no way constitute a waiver of the provisions, nO the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. r in any way affect 5. Amendment. This Agreement shall an -d the Owner Municipality. unauthorizo.a representative only be amended by authorized representatives of Any attempt to amend this agreement by either an6, Juriiiiveriti@nne Me AM WIL A% C unauthorized means shall be void; Any civil act Brough a t in the Superior Court for t he Third J ion arising from this Agrcement shall be udicial District of the State of AIaska 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 b Y a court 0111fill competent J urisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OOWNER:5 By: THIRD JUDICIAL DISTRICT Th c fo'egoin 2Q�1, by Commissioii expires: MUNICIPALITY. (signature) print name) Date: ore me th By:q(signature) (Pntit name) 0 (rev. 05/18/2018) ML day of �v Date: Title: HSI EN CHEM Notary Public : State of ho ds Commission 0 HM 311997 My Comm. Expires Sep 14o 2026 Page 3 of 3 0712212024 12:25 Anchorage Tank on ■ .■■s■■■ stir on 1 on ■■■ l III R RRo so l ■ ■ loss �FAX)907 277 3715 P.0041005 508 857 on ■ now no ■ on ■ R err■■ *vadrWe Field Maintenance Report Annual Inspection aso ■ AnchorageTank 907-272-3543 Properly Owmr/beaking n Current Cpefafhe Current Kevin Hemenway 2nd Compartment Larry Betts Previous bite Address Previous comm Pham 17697 GOldenview Drive, Anchorage AK 99516 Bridging ponding: None/Minor (907) 382-4425 AIS BU ID a County 10 a Pad I RTU itlUL N Date of Leet Inepedon AX -122843 SWO90129 408881 RTU120050 05/31/2024 Retrieve O&M Info Dally flow Realro ratio Timer settings: This is a CDA Inspectlon Perform Field Sampling/Observations NTU (16 t NTUa) pW (6-9) DO (2-8) 7. l- e �3 Odor of Sample Typical Musty Non -typical ulf)de ❑ Earthy ❑ Moldy ❑ cabbage ❑ Decay 011y flim in vu ❑ Yes ONO Foam In tank (--],Yes o Check Control Panel Recirc Amps Discharge Amps H-7 1 j ,. Audible and visual alarms OK lel ton (telemetry only) I/ Yes ❑ No Inspect/Clean Pump System Inapact Clean RlseHLid .. .. .. .......... Splice Box .................... FIDat Cords ................... Floats ............. . . .. . .... Pump....................... Biotube° Filter ................. Biotube Pump vault ............ Recirculating Splitter Valve....... Comments m )l C -- M1 Signature Measure Sludge/Scum Sludge Scum 1 at Compartment Current Previous Current Previous 2nd Compartment Current Previous Current Previous Inspect/Clean AdvanTex Filter Inspect/Clean Discharge Pump System Inspect Inspect Inspect Clean Odor. Normal ❑ Pungent Lsterals/Orifieas LZ Blomat: ?Normal ❑ Exo*alive potl Bottom Q� Bridging ponding: None/Minor ❑ Excessive Intake Vent LTJ( Inspect/Clean Discharge Pump System Inspect Inspect Clean Riser/Lid Floats SpIIGe Box Pump Float cords Inspect/Servlce Other System Components Inspect Clean Inspect Clean Disinfection Equipment y 0 0 Dispersal Laterals/OrifleesZ Ohservetlons., r Additional Services Rendered ❑ Cleaned textile sheets? CD Replaced W Items? ❑ Replaced/Used other Items? Parts Used: W = Warranty, B = Billab(a (,l appropriate selection) w B Item Number Description Final/Safety Inspection RSV reinstalled Lids boiled an Manifold reConnectedi flush valvas closed Control panel reactivated Summary/Recommendations ❑ System performing: no further action needed ❑ Tank needs pumping ❑ Call for service ❑ Other? dry A 10, u+ en Bate " .J_ 1 w 1 +`.t ) 1 / a (. Fax completed form to 1-866-384-7404 co 0 it 0 U") LO0 0 0 0 Z TRACT AwommulGoomwan ` M 1A snummul WOWAM` - 601 PrivateRoarlwn WMWMWM woommom OWWWAIllIll -- as QffMWAllllllllM U==M0lllllllllllb 'MWXNWl ot:asia-mnn driveway 9 0!E 329678 10 T & E EasementLot, 111111111111111, illillillillilllllllllIIIIIIIIIIIIIIIIIIIIII1111llllllpp- . WMWAWM ic l " WAIlrA.-. 440 111111111111111111111110 serve G), 1) " l "%* ft Ci Val S88040'00"E- --------- 55.43 s. c -.., _ • 1 3 Z/ 01 CAo_. S '41' s ChaNelized flow TRACT C I I I Overland f10 C: 0 1\ El Cl) CC 5V4 02 D CIO JI Culvert Septic system. Cleanout — - - --- - -------------- -- 3 2A 2,00 a n6. 0 =0 8.0r* Ja i CD o -n C @00 8. 601 00010 ( n 0 3 0 24.0 iia J 0 o vVell 76 Sq o ?8 Q o 2 2 9.7-- 2 b 80 anne ize ow 1 I, C) CDC C0 \ 1m co C/) 000 CD 10' T & E Easement EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. N89052'1 2"E 330.30 Fb 11-1, no 14-1 5 BE 00 CD 0 0 0 Z LOT 11 8167Q -C SCALE: 1 "= 50' AS -BUILT NO CORNERS SET THIS DATE hereby certify that I have performed a Mortgagee's inspection of the following described property: TRACT C. KENO HILLS. ADDITION No. 8 Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 17th day of February ,2011 907-2481111111111111,1666) FRED WALATKA & ASSOCIATES Engineers and Surveyors MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAID AGREEMENT, herein the "AGREEMENT" made and entered into as of this Day of :2s of 20M by and between �GL`iF I �- - . -i'm# herein the "OWNER," and the Municipality of Anchorage, herein the "'MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.355. 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 v%'' Advantex located at (legal description) 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. 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 $440 to $600). �wner 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. ner 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. 0511812018) Pagel of 3 -0wner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. 'I�Aer acknowledges that the fine for failing to maintain and repair an AW WTS may be assessed in accordance with AMC 14.60.030. /��Awner agrees to grant the Municipality reasonable access to test and inspect the AW WTS. The Municipality will give at least 24-hour notice. wner 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 AW WTS installation and maintenance requirements as provided by the AW WTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AW WTS. �" Owner agrees to maintain remote monitoring of the AW WTS as required by the AW 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 St. rA 0 > � e ,V 1 a� 78 a�n 0 v 4 J: p HN .. v 0 c rq CFO b co 0 it 0 U")LO0 0 0 0 Z TRACT A wommul Goomwan `M � 1A snummul WOWAM` - 601 PrivateRoarlwn WMWMWM woommom OWWWAIllIll� -- as QffMWAllllllllM U==M0lllllllllllb 'MWXNWl ot:asia-mnn driveway 9 0�!E 329678 - -- .�10 T & E EasementLot, 0000,111111111111111,illillillillilllllllllIIIIIIIIIIIIIIIIIIIIII1111llllllpp- �. WMWAWM ic ""l "WAIlrA.-.440 111111111111111111111110 serve G), 1) "l "%*ft Ci Val S88040'00"E- --------- 55.43 � s.� �c� -..,� _ • � 1 � 3 Z/01 CAo_. S '41�'�s� ChaNelized flow TRACT C �I I� I� Overland f10 C: 0 1\ El Cl) CC 5V 4 02 (D CIO JI Culvert Septic system. Cleanout — - - --- - -------------- -- ! } � � 3 2A 2,00 a n6.0 =0 8.0r*Ja i CD o -n C @ 0 0 8. 601 00010 (n 0 3 0 24.0 iia J 0 o vVell � 76 Sq�o ?8� Q � o �2 2 9.7-- 2 �b 80 anne ize ow 1 � � I, C) � \ CD C� C0 \� 1m co � C/) ;000 CD -+ 10' T & E Easement EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. N89052'1 2"E 330.30 Fb 11-1, no 14-1 5 BE 00 CD 0 0 0 Z LOT 11 8167Q -C SCALE: 1 "= 50' AS -BUILT NO CORNERS SET THIS DATE hereby certify that I have performed a Mortgagee's inspection of the following described property: TRACT C. KENO HILLS. ADDITION No. 8 Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 17th day of February ,2011 (907-2481111111111111,1666) FRED WALATKA & ASSOCIATES Engineers and Surveyors