Loading...
HomeMy WebLinkAboutGRECIAN HILLS BLK 2 LT 15Onsite File Grecian Hills Block 2 Lot 15 #017-073-80 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211343 PID Number: 017-073-80 Dwelling: IN] Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑00 New ❑ Upgrade Name JUSTIN MCCASLIN ABSORPTION FIELD El Deep Trench 0 Wide Trench ❑ Bed ❑ Mound Site Address NHN LAKONIA DRIVE *ANCHORAGE, AK ❑ Other Phone Number of Bedrooms 907-250-8076 3 Soil Rating Total depth from original grade 4 GPD/SF 3 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 0.57 Ft. Subdivision Block Lot GRECIAN HILLS; BLOCK 2, LOT 15 Fill added above original grade SEE DWG. Ft. Gravel length 40 FEET Township Range Section Ft. Gravel width 5 Ft. Beds: Number of Lines - Distance between lines - SEPARATION DISTANCES To Septic Absorption Holding Sewer Lift Station Total absorption area Number of trenches Ft. Dist. between trenches From Tank Field Tank Line 200 Ft2 1 - Ft. Well *50'+ *50'+ *50'+ - 25'+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding 10 Other Manufacturer Capacity Surface Water *50'+ *50'+ *50'+ - INFILTRATOR 1060 Gal. Material Number of compartments Lot Line 5'+ 10'+ 5'+ - NA PLASTIC 2 Foundation �10'+�j ++ 10'+ LIFT STATION Manufacturer Capacity Remarks THIS IS A CAT II AWWTS INFILTRATOR IM-540 Gal. Alarm location REMOTE MONITORING Electrical installed by EVERETT 907 ELECTRIC Installer PIPE MATERIAL House to tank D3034 Tank to 1785 drainfield PRECISION NORTH Drainfield D3034 CO/MTD3034 Inspector GEG AND MOA BENCH MARK (Assumed elevation) 100.00 ft Inspection 1,1 5/21/22 2�d 5/21/22 dates: Location and description 31° 5/22/22 4� 7/7/2022 TOP OF M H 1 ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp o �Op o�OF Conditional Approval: Date �. ...... 0 Septic System Approved Date Z 1 2p OQ "rey Ate, rness: oO Qp9 CE—`7953 p ��p° Note: this approval does not include well permit requirements. p,°rest°�°o� Rev 0510911A) AECC884 4 PERMIT NUMBER: RECORD C O R D D RA Y V I 1 tl G PARCEL ID NUMBER: OSP211343 017-073-80 /_�1111115'111111A J 8.4 col MTI 1174.7 MT2 1158 ALL PIPE LOCATIONS ARE SHOWN PER THE .DWG FILE PROVIDED BY SURVEYOR (.PDF IS ATTACHED) GRECIAN HILLS; BLOCK 2, LOT 14 -VACANT IM-1060 INFILTRATOR SEPTIC PUMP VAUL NS-500 TREATMENT IM-540 INFIL SEPTIC RESERVE EASEMENT FOR LOT 16 APPROXIMATE LOCATION OF TESTHOLE PER LARS E. SPURKLAND, PE—, NEW HOUSE r 3 BEDROOM L._. HOUSE / — T7 -: • DRIVEWAY ' g Lwtd _eENGINEERING � SALES - CONSULTING n 3701 E. TUOOR ROAD, SUITE 101 'ANCHORAGE, AK 99507-PHONE (907) 337•6179 -FAX (907) J78-3240' WEBSITE: t vnwi.gamessengm enng.ccm � F PREPARED FOR: JUSTIN MCCASLIN PHONE NUMBER: PAGE NUMBER: 907-250-8076 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: GRECIAN HILLS; BLOCK 2, LOT 15 D.J.G. TYPE OF WORK: DATE: I,,, RECORD DRAWING OF SEPTIC TANK AND DRAINFIELD 9/21/2023 GRECIAN HILLS; BLOCK 2, LOT 16 1 \ APPROXILIATO LOC OF 5 ATION 0 h'ELL RApIUS ®®®0®lLlkTl Aw lAwF Ar ............ 0�...Y,r. % , ::.�:..... . ® �;� ffr A. Gmess e �v a 0 0 % CE- 95 ��AV LICENSE Ito afATA E �® �® #AECC884 PERMIT NUMBER: RECORD D RA V I N G PARCEL ID NUMBER: OSP211343 017-073-80 TOP OF TANK AT INLET = 95.91 INVERT OF BUNG AT INLET = 95.21- MH TO DRAINFIELD BOTTOM OF PUMP VAULT = 93.39 INSULATED RISER AND LID TOP OF MANHOLE #2 = 100.4 TOP OF MANHOLE #1 = 100.00 ,---FINAL GRADE = 99.7-99.9 ST2 2" INSULATION PER CONTRACTOR IM-1060 2-COMPARTMENT INFILTRATOR SEPTIC TANK TOP OF TANK AT OUTLET = 95.91 FINAL GRADE = 99.90 DBL1 DBL2 TOP OF TANK AT INLET -OUTLET = 95.71 INVERT OF BUNG AT OUTLET = 94.99 INVERT OF INLET BUNG = 94.82 - PUMP VAULT DRAINFIELD FROM NS500 PIPE INVERT AT INLET = 98.41 T.H. SIM/TECH PRESSURE FILTER MH2 IM-540 INFILTRATOR TANK - USED AS RE -CIRCULATION TANK MT CO ORIGINAL GRADE AT HIGHEST POINT = ***142.87 �—5' -RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 132.87; GROUNDWATER AT 135.87 ON 5/24/2005 PER MOA RECORDS INSULATION PER CONTRACTOR Z U 2E o~ L 00 c7 o OZ LL m� wM CO 3 CV ol— wU) jN z� gW �O Y� M a- w zrn O wc� C9 zz:E 5� ¢ W. t- a a a o 0 NEW NS-500 AEROCELL TREATMENT POD 2" INSULATION PER CONTRACTOR TOP OF TANK AT INLET -OUTLET = 95.70 PIPE INVERT = 98.52 ao%~RETURN TIMER OVERRIDE HIGH LEVEL TIMER ENABLE FINAL GRADE = 144.28-147.61 FILTER FABRIC 20% TO PUMP VAULT RECOMMEND PUMP TANK FLOAT SETTINGS INFILTRATOR TANK MODEL IM-540 TOTAL CAPACITY 552 GALLONS WORKING CAPACITY 503 GALLONS INLET INVERT 47" TIMER OVERRIDE FLOAT 34" *42" HIGH WATER ALARM 32" *40" TIMER ENABLE FLOAT 20" *28" FLOAT LEVELS ARE FROM BOTTOM OF PUMP (*MEASUREMENT FROM BOTTOM OF TANK). NOTE: MEASUREMENTS ARE WHERE THE FLOAT WIRE ATTACHES TO PIPING WITH A 3.5 INCH TETHER FROM PIPING TO FLOAT. ALL FLOATS MUST BE NARROW ANGLE FLOATS. *CALCULATED FROM FIELD MESUREMENTS TAKEN ON 10/13/22 - INITIAL BENCHMARK WAS REMOVED BY THE CONTRACTOR **CALCULATED FROM FIELD NOTES (2 FEET OF SAND) AND FIELD MEASURMENTS (USED LOWEST MT TO ASSUME ELEVATION) ***CALCULATED FROM FIELD NOTES - MAXIMUM DEPTH OF EXCAVATION WAS 5 FEET TOP OF SAND/BOTTOM OF TRENCH = 139.87-139.93 (139.90 AVG.) INVERT OF PIPE = *140.45-140.52 (AVG - 140.49) qqanics BOTTOM OF EXCAVATION =—137.87 �, � � _� e % II I Alaska Authorized Deafer aN p s ® U, Y ~ Z � J� a C a m� Z� ~ LL p 2!� trT to: ^ W a C7 z €� z W Z� k­I E2m } _ Z= C7 O J I j Y N O y U W r0 O Q m w Q U w Z LL f o i' ° 0 = a Z O W a wU � oW 0 a(D wd m 0 w J a r �- .�*e1k`svi vA OF�.gG,q��� C. ,,,....•/i .• �i, ® .. 49..: �1..................... effrey GG mess C 7 53 O,•• 12�23,,���®® L�� DOC CO dba BILL S. COLE �O► ULLIVAN WATER WELLS P.O. Box 670269, Chugiak, AK 99567 688-2759 OWNER OF LAND: Justin McCaslin ADDRESS: 8067 Lakonia Drive Anchorage, AK 99516 LEGAL DESCRIPTION Grecian Hills Block 2 Lot 15 DATE: 5-31-22 PERMIT NUMBER: OSP211343 DATE OF ISSUE: 3-25-22 TAX IDENTIFICATION NUMBER 01707380000 Is well located at approved permit location: ®Yes ❑No Method of Drilling: ®air rotary ❑cable tool Depth of Well: 85' Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth S4 feet Liner type Static Water Level: 20 feet Recovery Rate 40 ® gpm ❑ gph Method of Testing Air Well Intake Opening Type: ® open end ❑open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 Ibs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ®yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: i WATER QUALITY TESTING I C;©iibrm Nitrates 3 Arsenic P� Bore Hole Data Depth From TO 0 2 2 6 6 42 42 68 68 79 79 85 Casing Stickup Fill Tight Silty Sand & Gravel w/ Clay Tight Silty Sand & Gravel Tight Silty Sand & Gravel Water Silty Sand & Gravel Water 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. Well Drilling Permit Number: SW OSP211343 Parcel Identification Number: 01707380000 Date of Issue 3-25-22 Legal Description Property Owner Name & Address Grecian Hills Block 2 Lot 15 Justin McCaslin 8067 Lakonia Drive Anchorage, AK 99516 Pump Installation Date: 9-2-22 Pump Intake Depth Below Top of Well Casing: 70 Pump manufacturer's Name: F&W Pump Model: 4F11POS301S Pump Size: 1/2 Pitless Adapter Burial Depth: 10 Pitless Adapter Installer: Unknown Disinfected Upon Completion? ® yes ❑ no Method of Disinfection: Chlorine 50 PPM 11 Comments: Pitless Manufacturer: Unknown 11 Pump Installers Name: Sullivan Water Wells feet hp feet Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. IT n to F- in 0 cli < F U) Cq Lli C) g�: w z C3 m Z < b cp w d LIJ 0 C� CIO cr) Lu LL N j w p Q Lu co in G o a. w U) w w 0 m z w , w Lu W C) <) (L 0- w -j (n W 0 w U) W 7: CL w U) cn y �- 0 < z U) U) z w 0 m — < P 0 U- Y U) W 0 W U) z w 0 �- 0 x 0 o C) Z 0 0 ()O C\T UJ W < W w 2 c 5 :5 < W w w LO - -r c < ,217 w LLJ > 0, (n W AA >1 (D OS o 0 o o o —0 \-XzD )- :E m -j g of z C) 0 3: IL z --,x m 3ON3-q w 0 0 0 --x—_ C, w X-7 w ui -i F- C) w 0= 9 z c 1.-0 -0 x 3: z m to - LL -i < U) < CU E-L _j NCq Z 9w 1 w IL ; O*Zt OF w a. 0 2W Z w ui at: z C13 U) < < z 0 O'L Z >. Z 0) 00 Lo CO W 0 w -n W U- = In LO LO C� W 0 F- (n ft W W z UJ D LO m < 0 0 0 Cj) 0 3: U) cy) z Z Z W 0 -4 z C) 00 0 co z CD < IV 0'... W, "..> cl w C'! Li- u) w W r W c) (n ce) M P > CO W w uj Zq@ : w > DL U) M CO 0 W OQ) 0 z < < CL m W LU U) 0 z < z < :D oww 0 w < F- F � j -J F- 'o U) D w W X U) LU z Z cq 0 W r- z Lu 00 U) 0 LL 3"t7t7'Cl7-90 N U) 0 w Og 00- w z 0 L) o Z elf 0 z Z (.) . Z 0 o OC CL w 0 U) < w 96 w 0- 0-0 m w R W > a >- () -j 2 w 0 E Z :3 F- W LL < cn U) m 0 z cn w 0 L) Z F- w 3: O z LLa IW a U, i o U) cr W 0 , z 0 LL -J m w m Ul 0 C/) =) w a u) L) -F U) D 0 w m z U) U) 0 L� QW� F - ED a') Z) D w MUNICIPALITY OF ANCHORAGE vt c n r On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http-/Iwww.muni.org/onsite epartmvnt On -Site Water & Wastewater System Permit —pre r rni r Num 'ffa-te- 312-5/2022 Work Type: WellSeptic Initial Tax Code Number: 01707380000 Site Legal Address: GRECIAN HILLS BLK 2 LT 15 G:2940 Site Mailing Address: Owner: MCCASLIN LIVING TRUST Design Engineer: GARNESS ENGINEERING GROUP LTD This permit Is for the construction of: R Disposal Field 0 Septic Tank 0 Holding Tank El Privy Expiration Date: 3/25/2023 Lot Size in Sq Ft: 38333 Total Bedrooms: 3 0 Private Well El 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 (1 8AAC72) and Drinking Water Regulations (I 8AAC80) 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 (2417). 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, seated, and heated to prevent freezing AcW&,,x_Ter,,, pUA1V_r!Z ,A,1 e +a,_�� 4-o CA - _Px�x ►Id -0, a )- Received "—A'4 Date: Date: Issued By: ON-SITE SEPTICMELL PERMIT APPLICATION Parcel I.D. 017-073-80 Property owner(s) Justin McCaslin Mailing address 8111 Lakonia Drive *Anchorage, AK Site address NHN Lakonia Drive *Anchorage, AK — Day phone 907-250-8076 Legal description (Sub'd., Block & Lot) Grecian Hills; Block 2, Lot 15 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field Rx Initial RX Single Family (SF) El (w/wo ADU) Septic Tank RX Upgrade El Duplex (D) R Holding Tank R Renewal ❑Multiple Dwellings El Privy R (SF and/or D) Private Well 1K Water Storage El THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: N/A Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. �� 'q e, S S I L -L e r/ (Signature of property owner ized ag Permit/Rush Fees: � � PC Waiver Fees: Date of Payment: 91131 aO-) I Date of Payment: Receipt Number: 6 3888 Receipt Number: Permit No. OSS 2 1 1 -_1 1 3 Waiver No. GADevelopment Services\Building SafetyNOn Site Water and WastewaterTormsUient FormsTermit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211343, Rebecca Carroll, 03/25/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211343, Rebecca Carroll, 03/25/22 DESIGN CRITERIA: NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATES: '2 MIN/INCH PROPOSED APPLICATION RATE: •4 MINIMUM DRAINFIELD SQ.FT.: 112.5 FTZ 'WITH CAT II AWNTS BASED UPON 2005 TESTHOLE BY LARS E. SPURKLAND, PE IN MOA RECORDS DRAINFIELD DESIGN:I APPROXIMATE LOCATION OF FEET ----DRAINFIELD FOR.LOT_16� GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. WIDTH: 5 -FEET LENGTH: 40 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: NIA ACTUAL SQ.FT.: 200 FT' CONTRACTOR TO HAVE EAST LOT, LINE AND 35X25' PRIVATE ACCESS EASEMENT, AND TESTHOLE LOCATION BY LARS E. SPURKLAND FLAGGED BY A PLS PRIOR TO CONSTRUCTION DISCHARGE FROM ANY DRAINAGE SYSTEM MUST DISCHARGE 50'+ FROM ANY SEPTIC SYSTEM COMPONENTS. GRECIAN HILLS; BLOCK 2, LOT 14 - VACANT PER ANCHORAGE LIVE PROPOSED 24" DIAMETER PUMP VAULT; INLET LINE ENTERING PUMP VAULT TO BE 5' ABOVE BOTTOM OF PUMP VAULT -n PROPOSED NS500 TREATMENT POD PROPOSED IM -540 INFILTRATOR SEPTIC T PROPOSED IM -1060 INFILTRATOR SEPTIC TAN I-wo- Cam()2-r 35'x 25' PRIVATE (DOC. 2021-54491) APPROXIMATE LOCATION --_ OF TESTHOLE PER LARS E. I SPURKLAND,PE I I r- r--------- L---------- .25" HDPE — 10' OFFSET FROM BUILDING FOUNDATION PROPOSED ' 3 BEDROOM �•• HOUSE : --�••• ALTERNATE SITE DESIGN CRITERIA: NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: '2 MIN/INCH PROPOSED APPLICATION RATE: •4 MINIMUM DRAINFIELD SQ.FT.: 112.5 FT' 'WITH CAT II AWWTS BASED UPON 2005 TESTHOLE BY LARS E. SPURKLAND, PE IN MOA RECORDS ALTERNATE SITE DRAINFIELD DESIGN: WIDTH: 5 -FEET LENGTH: 40 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: WA ACTUAL SQ.FT.: 200 FTI J EASEMENT TO ENSURE SEPERATION TO EXISTING FIELD ON PROPERTY ROPOSED DRAINFIELD ;ESERVE SITE \ GRECIAN HILLS; BLOCK 2, LOT 16 a, 1 NELNEL=S I �•++`�..fill less 1�I o Jl� U9 td �............. ►...�....................... .....0 .. r ENGINEERING SALES CONSULTINGu< x_ t / 3701 EAST TUDOR ROAD SUITE 101'ANCHORAGE, ALASKA -PHONE (907)337 -6179 -WEBSITE. vAm.gamessengineenngcom . L ........ ............. ...� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ` Cn : J ey A. earness : 4r jw JUSTIN MCCLASLIN 907-250-8076 2 OF 2 �j�%,• CE -7 53 ' =4'� PROJECT/LEGAL DESCRIPTION: DRAWN BY: #. ('••,�• 1(22 C�� GRECIAN HILLS; BLOCK 2, LOT 15 D.J.G. 1� pp��,•,x....11 ••••''�P�• TYPE OF WORK: DATE: LICENSE,��1R*t;SCf � SEPTIC SYSTEM DESIGN 4/11/2022 #AECC884 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211343, Rebecca Carroll, 03/25/22 ;. © t� 2• ``, 0 3. .'0 G. 0 !1 5- p o 7_r�ir £�1 7.1 2-2 5s' silt U1I, Sand G(Ugtt 6.0-'A. (a V, V,AS C-P.OLMD YJATEP. s t t tri YES. AT VntAT DEPTH? Dtpl% IO Water After r P Vanilating? E Dalt: Reading .t 646 Municipality of Anchorage -- - ,: 5� Mc►NEe s ss �•.9 Development Services Department Safety Division 49 Tlj Building O 3„1 On -Site Water and Wastewater Program j 4100 South Bragaw St. ' .. ' . ' M • Y. P.O. Box 196650 Anchorage. AK 99519-6W w wwwC1 o-cfacee ak.us .. ; riv LARS E. SPURKLA1to:,� / (90T)343 t f t t �0 �k- 04, t tt Soils+� Log - Percolation Test aFES��`a�.�.,� tt - Fer!armed For: TiC a, LAS�,rI DatePerfonned. 5f3hoor Ls;af Descr-g;,cn: LT 15 3i.K 2 Gr#ei IA,115 Township, Range. Section: Stooe Site Plan ;. © t� 2• ``, 0 3. .'0 G. 0 !1 5- p o 7_r�ir £�1 7.1 2-2 5s' silt U1I, Sand G(Ugtt 6.0-'A. (a V, V,AS C-P.OLMD YJATEP. s t t tri YES. AT VntAT DEPTH? Dtpl% IO Water After r P Vanilating? E Dalt: Reading Dale Gross Time Ilet Time Depth to Mtater Ne; 0-.-: e_ a k S a3 cS Z t 50 f it ro L:ti 3 5b zo N't (0 5/�' I +' { y C)b 130 ro'/ " 3 "hia" 40e of 4: is r 4d,h�., 1 1C?'1/ '' '4 t/$" 6Iho i+ y: 2g ,. 4'316' i bey/d„ 1 t 1 y t 30 FERCMATtCH PATE Z. FT -AC tC'.E CtAMET_R G14 T:SIMU : S-MIEVI 7 FT AND _FT =S=?CrZ`.iSD BY. L�fS JAtaF` e�dr►c� l w A.id�c�- C_, TIFY TXAT THS TSS :g PERFORMED IN ACCORDANCE V,'fTM A --L STATZ-A,%D LI.U,*f;CIPAL GUIDELifv SMI EFFECT Orr TFIS DATE. DATE: 5 L 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 5141 Day of ralvl"04 of 20,x, by and between J—Wbyt , ML , 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 t4d Uau 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. It shall be the responsibility of the Owner during the term of this Agreement to pay for all 40-- 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. q1Owner acknowledges that regular maintenance of an AWWTS reduces the potential -11 failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 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 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. 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. 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: ;�,--,C 'gnature) Date: (,tc S (i (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this 1 day of 3 ovi va&�- 2022r!N09; S V EPRIWE ary Public UBL F R ALASKA L.State of A -R EtaYexpires:—�� 2.'ka Mission res pec. 98, 2022 �xpl MUNICIPALITY: By: A&� &10_(signature) CCC\, (�.rro [L (print name) (rev. 05/18/2018) Date:5�� Title: Page 3 of 3 DEPARTMEI',IT 0t"- HEALTH AND ENVII70NMENTAI._ PROTECTION L:t25 I_ S'TREET, ANCHORAGE, AK 9950 1 ' 264-4720 t:.: IERM I T NO: 8504...!,6 ENG I NEERED DES 1GN ANCHORAGE, AK 99517 ~ [ I / LEGAL.. DESCRIP: ~3UBDIVISION~ GRECIAN~H~' riOT: 15 BLOCK: 2* · . _.~ ...........~ ~~ ~1 L~b~ a/- /P~ ~/~- 2. I Will install tine system in accop~c:e with .ali. MOA {::r~e~'and pegulations, and in compl:i, ance with the design cr'i'Ler'ia o~[ th:i.~pe~m~L;, 3. I will adlnepe to all ~:]A and State of Ala~::a ~r.e~..~em~nts Cop "Nqe set tFA LIFT S'T'ATION,IS INS'I"ALLED%I AN AREA CDVER~D BY MOA BUILDING CODES,, ' ]"HEN (1) AN ELIECTRICAL PERMIT AR INSPECTZON I"IUc~T BE OBTAINED~ (2 AS-B[I't'I ]"S WILL NOT BE APPROVED WITHOUT AN ELECTRICAL. INSF'ECTION REPORT; AND (3) ]"HE ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. AFI-LIC,AN1. MARl< AND BRENDA VINCENT Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: 1 3 4 5- 8 9 10 11 12 13 14- 15- 16- 17 18 19- 20- COMMENTS :?"iq DATE PERFORM[:II~ Township, Range, Section: ~ lo TJ~-t-W SLOPE SITE  GROUN D WATER UNTERED? S, AT WHAT DEPTH? × % Gross Net Reading Date Time Time ~' ~-4 ':?' IO Depth to Water After.z ~, , Net Drop PERCOLATION RATE ~inutes/inch) PERC HOL~ TEST RUN BETWEEN ~ FT AND ~ ' ~FT ~'~L,,c-~J rll,.:,~r-- ~"V ~-:~'-o :'"~"*'"~""'""" CERTIFY THAT ' '"~'" PERFORMED BY: ~,/A ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ! 72-008 (Rev. 4/85]