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Home My WebLink AboutUS SURVEY 3042 LT 100 W2 T10N R2E SEC 18US urvery 3042 Lot 100 W2 #075-093-08 1 Carroll, Rebecca M. From:Microsoft Outlook <ARMServicesAK@outlook.com> Sent:Tuesday, December 11, 2018 11:12 AM To:Carroll, Rebecca M. Cc:Jody Maus; Jeff Garness Subject:Re: Installation of drainage pipe in tank monitoring tube. Wilco is doing this repair. Rob Campbell ARM Septic Services www.ARMServicesAK.com www.Facebook.com/ARMServicesAK (907)317-9433 Sent via IPhone On Dec 11, 2018, at 9:23 AM, Carroll, Rebecca M. <rebecca.carroll@anchorageak.gov> wrote: Yes, this is acceptable. Becca Carroll Onsite Water and Wastewater Municipality of Anchorage 343-7908 From: Jody Maus <Jody@garnessengineering.com> Sent: Monday, December 10, 2018 4:30 PM To: Carroll, Rebecca M. <rebecca.carroll@anchorageak.gov> Cc: Jeff Garness <Jeff@garnessengineering.com>; Microsoft Outlook <armservicesak@outlook.com> Subject: Installation of drainage pipe in tank monitoring tube. Becca, As discussed on the phone, we have a property in Girdwood that has a separation in the pipes between 2 Infiltrator tank and is believed to be taking on surface water. Girdwood got a huge rainfall event over the weekend and it is believed that water is pooled and trapped around the tank. There is a tank monitoring tube next to the Infiltrator tanks. This is not required for the Infiltrator tanks, but it was installed anyway. ARM Septic Services is proposing to fix the double cleanouts and we are proposing that while they are down there, that they install a tee in the tank monitoring tube at elevation approximately 6” to 1 foot deeper than the invert of the double cleanout. A solid 4” pipe will run south of the tanks and daylight approximately 20 to 25 feet away. We have verified that this will work today while we were onsite. For your reference, the property is USS 3042; Lot 100, W1/2. Please send an email confirmation that this is acceptable. Sincerely, Jody Maus Consultant Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Municipality of Anchorage Community Development Department Page 1 of 3 On-Site Water&Wastewater Program 4700 Elmore St. •P.O. Box 196650 Anchorage, AK 99519-6650 •http://www.muni.org/onsite•(907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP161330 PID Number: 075-093-08 ❑ New •Upgrade Name: JOANN JENKINS ABSORPTION FIELD Address: 0 Deep Trench 0 Shallow Trench 0 Bed ■ Mound 191 AGOSTINO MINE ROAD `GIRDWOOD, AK 99587 0 Other Sod Rating: Total Depth from original grade: Phone: No.of Bedrooms: 242-4059 4 3.0(CAT II) case rt 0.5(MAX.) Fl Depth to pipe invert from original grade. Gravel depth beneath pipe: LEGAL DESCRIPTION SEE DWG. 0.5 Ft Ft Subdivision: Block: Lot: Fill added above original grade: Gravel length: US SURVEY 3042 - 100 W2 SEE DWG. Ft 25 Ft. Township: Ti ON Range: 2E Section: 18 Gravel width: Beds Number of lines: 'Distance between lines: 8 FL 2 4 Ft. SEPARATION DISTANCES Total absorption area. Number of trenches: Dist.between trenches: To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines 200+ SQ.FY Ft. Well 1004 `75'+ - - 25+ TANK • Septic ❑ S.T.E.P. ❑Holding ❑Other Manufacturer: Capacity: Surface Water 100'+ 100'+ - INFILTRATOR 1560 Gal. Material: Number of Compartments: Lot Line 5+ `0.5'+ - - N/A H.D.P.E. 2 Foundation 5+ 10'+ LIFT STATION Curtain Drain w NONE KNOWN r~ Manulactwer. capacity: I INFILTRATOR 540 Gal. Remarks: PER CONTRACTOR.OLD SEPTIC TANK WAS DECOMMISSIONED PER UPC -Pump on-level at: Pump oft level at Nigh water alarm at TIMER I TIMER 34" 'WR#OSV161132(SEE PAGE 2 OF 3 WHICH SHOWS TOE OF MOUND) Pump Make&Model: Electrical Inspections performed by: GOULDS PE51M CAPSTONE PIPE MATERIAL House to tank 03034 Tank to D3034 drainfield Installer WILCO EXCAVATION, LLC Drainfield 03034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Inspection 100.00 Ft Dates: 1st 10/18/2017 2nd 10/18/2017 Location and Description: 3rd 10/18/2017 4th 10/20/2017 BOTTOM OF TRIM 62 SE HOUSE CORNER ENGINEER'S SEAL Community Development Department Approval4•� 1` •••. .••`' ••. • 11 Conditional approval: Date: �i_ •, I I" •:* I• • 9 • i� • ••�" .e ,yA. 16: •ess,e i Ills,' C 79 3 :•• � : ..c4N f t/Ibill"' ,�. Approved: J I v Date: 7 • PROFESS +4 1-z4-1 LIC ENS� : • #AECC884 �imus � + Inspection Report 1.1-12.doc PERMIT NUMBER: RECORD DRAWING Y Y I N G PARCEL IDNUMBER } OSP 161330 075-093-08 --- rr / � q \� = i / �\ C'OS.,. --\ / A' A B C / %% PER HOME OWNER\\ /'YOGI. �, FCO 9.1 21.8 - % NO WATER OR SEWER \ N ,✓I/^/+ ��-` ST1 43.7 33.6 57.7 / / SERVICE TO GARAGE \\ \ / ` 1QOq ST2 51.6 40.2 64.2 / MT5 51.0 37.0 60.9 / \ 1 DBL1 53.0 38.5 62.2 ! / , DEIL2 ' 53.2 38.2 61.8 1I MH 54.0 37.6 61.4 ! I / GARAGE +i . , , MTI 54.3 23.6 33.0I Ii I�,wFI[ + CO1 55.6 24.9 33.5 MT2 50.6 27.0 12.7 I I RA4/US - CO2 51.2 27.6 13.2 I I MT3 56.5 31.9 18.2 I CO3 55.6 31.4 17.3 I OS.0'6,21 �'a e• ••` `. 1 I MT4 60.2 29.6 35.4 ` ` lIIRpAPPROXIMATE LOCATION OF WELL, C04 59.4 28.7 34.9 l + . I DRIVEWAY] ; 1004 TO CLOSEST SEPTIC STANDPIPE, Al 51.3 21.2 25.6 I NEW I IT •e ++ CONFIRMED BY GEG ON 10+20/2017 A2 50.8 21.4 22.6 \DRAINFIELD _ 'a . ,, / VP 52.8 24.8 21.0 \: I . .d /' U Ory = +' 10 //I US SURVEY 3042;LOT 0 E2N2I / ti APPROXIMATE TOE \ / �/� \ C EXISTING 4 IIIIIIIII '. ' %� / OF 3:1 SLOPES_s. 7� / \ BL M HOUSE • / TO SEPTIC STANDPIPES LOCATED ON LOT // ti, \� , • TO EAST(US SURVEY 3042;LOT 100 E2N2). + PER AWWU.NO PUBLIC SEWER/WATER ` to / Al ` / _ • / W CONNECTION(ASSUMED NO PRIVATE G�O,� B ,`_ A, A. � i SEPTIC SYSTEM SERVING LOT) LARSE SPURKLAND P.E. U �' z ,FC• k / 2006 TESTHOLE as N • q NEW 540 GALLON SINGLE / COMPARTMENT HDPE y - i¢ INFILTRATOR LIFT STATION ,'" S / O:S�ST1 ` ' ,St' ST2 N 3 'I" \ $ 0 0DBL1&DBL2 4- i �_ NEW 1560 GALLON HDPE - f - mp°� INFILTRATOR TANK a' 4/ Cc co 1 2� -5 tik.s CO kT yCO 'VACANT' J US SURVEY 3042.LOT 100 E2S21 N ` SCA40: II 1'=40' `_1001”t\ ,1 ♦,` 4,4,, 1p„.......... .7. .. ,,,,, GARNESS ENGINEERING GROUP, Ltd f r..t 10 CIVIL&ENVIRONMENTAL ENGINEERS aro► /;• •• �• .0 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE.AX 99507'PHONE{907)337-6179'FAX(907)338.3246'WEBSITE:www.garnossengineenng..oni � �-.�� •• S PREPARED FOR: PHONE NUMBER: PAGE NUMBER. 1/ J ^,231r SS' 1-LJ 0 JOANN JENKINS 242-4059 2 OF 3 I�s E-743/ 4ti PROJECT/LEGAL DESCRIPTION: DRAWN BY: .44•• %t I a+•�{�:;US SURVEY 3042; LOT 100 W2,T1ON, R2E, SECTION 18 L.K.B. ' ' ••••••••F.�• (`'{�P, • TYPE OF WORK: DATE: LICENS'f illi S,�rf* .01 �• RECORD DRAWING 11/16/2017 4AECC884 MYSPY WIFI MESSENGER UNIT(REMOTE A ✓— SJE RHOMBUS IFS MONITORING SYSTEM).INSTALLED IN HOUSE CONTROL PANEL FINAL GRADE AEROCELE ��,._,,_ ,...K, FINAL GRADE 0 POD=104.86-104.90 m MH=98.22 TOP OF MH=99.03 DBL1 CRL2 ST1 FINAL GRADE= ST2 97.46-98.06 c :.• + _ — (I) SIMTECH cc FILTER AEROCELL ATS-6 O Z m w�,) ON 1 TRICKLING FILTER WITH C Z 0 m 2 LL >m Ln =„''_ :;:;: INTERNAL BAFFLE ¢Q Z N O m Y iizzzzz ii./, .= : a 0 w v Z TOP OF TANK 0 TOP OF TANK 0 al _ %//////////////.?:; i////1//� w O(Ni tW7 a _J INLET=95.55 OUTLET=95.56 TOP OF TANK 0 = / ', ,' �m NE ::.' a s a v o INLET=95.13 a = 11. -i i. -'- 4'OF INSULATION a _ ////1////i (PER CONTRACTOR) • 'a ' -////1///i r' 1 — TOP OF TANK O *� / `f 1 I �I I r/ OUTLET=95.13 QiEllt ////////i////////1//// ///////////////////1//1 //1/////////////////////////////11 111////i.//////////// /////�. i ///////////////r ///////.�///////////// //////1!///1I////////I1//////////////////////////////////II/ ///1111//i:%////////// '////////i///////fi //////////moi/i ^ .` INLET I 1111 ElI iMiiiial I L1 C E 8 INVERT OF INLET INVERT OF INLET ' , �/ Y BUNG=94.43 I� Z BUNG=94.90 . Ac..' �� cc— ,II `' TIMER OVERRIDE FLOAT•(36') INVERT OF OUTLET <57 HIGH LEVEL FLOAT-(34') WI W S 0 co BUNG=94.61 Joy! Z QI�/l TIMER ON/OFF FLOAT-(24') ZQ\` 7. 4 1 UJ- z Li IM-1560 GALLON TWO IM-540 GALLON SINGLE COMPARTMENT INFILTRATOR gQ COMPARTMENT INFILTRATOR TANK TANK WITH INFILTRATOR PIPE ADAPTER RING GOULDS MODEL PE51M PUMP W� W Z I Zi N 0i Q W M.y Zg ° `- .0 r uJ I— U) vOE N J _J } W LARSE SPURKLAND.P.E. \ 51 p 0 2006 TESTHOLE0 0 MT CO CO MT W VW Cr 3:1 SLOPES. B IF Q Q B W g I- TOPSOIL&SEEDING TO BE Cil) = J — Q FINAL GRADE_ COMPLETED IN SPRING OF 2018 CA 103.87-104.31 V . N. o < TOP OF SAND INSPECTED BY MOA ONSITE 2'BLUEBOARD PER 0 U EMPLOYEE TIM ECKLUND ON 10!16/2017. CONTRACTOR ' Z>- LL ORIGINAL GRADE 0 HIGHEST Z ` 0 W Q FILTER FABRIC POINT=100.92 r I i W �1¢ Q J TOP OF SAND=100.42 /It6 Wn gW •=..t..:..'' -..=..._..5 t!: '444 •—..=r. .� R 4 o a a '•'•.a•• T ,i0'5'- 1.62'MOA SAND FILTERk., , .11 I C .„♦I\\\ ,, nr- INVERT OF DISTRIBUTION ,(• � 44,q'4•., 4; LINE=100.92 2' 4' 2' ' ♦ BOTTOM OF EXCAVATION `)_ ♦ =98.81 -99.92 — 8' *�• ••4� I. .0\ •,*% ♦, / \ / tt J • Z : A. 6�rn js•:_ � ♦ C 793 • = M RELATIVE ELEVATION OF BOTTOM OF ♦� �'• 1�f, i **� TESTHOLE=89.92 1 . • (GROUNDWATER 0 95.51 ON 10/17/2017) •.* o•�''•.."........ .�P� LICEN4. S t f1PESS1":4. 1tAECC884 ,��, } On -Site Water 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: OSP131298 Tax Code Number: 07509308000 Work Type: Well Permit Effective Dates: August 29, 2013 to August 29, 2014 Design Engineer: Subdivision: US SURVEY 3042 Site Legal Address: US SURVEY 3042 LT 100 W2 T10N R2E SEC 18 GA912 Owner/Address: JENKINS JOANN J PO BOX 406 GIRDWOOD AK 995870406 Site Mailing Address: 191 AGOSTINO MINE RD, DUPL 1, Girdwood Lot Size in Sq Ft: 27720 Total Bedrooms: 3 This permit is for the construction of: N Disposal Field N 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. Received Issued By, MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 9077343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program r RUSH! , ON-SITE SEWERNVELL PERMIT APPLICATION r H t i o'?S- 0013- 0a Parcel I.D. 30q2-LT/00 WzTroN RZE sEC 18 Property owner(s) j6 r\ n (.Jod�{�J 2 n � In s Day phone -2yZ-qO5 l Mailingaddress P,O.8°u `lab Site address 19/ W. -A� 0 S_b 4 o M i o f M Legal description (Sub'd., Block & Lot) W X2 o -f LOT t o O Legal description (Township, Range & Section) `r 10 N RZF— SEC W; US SUP %4 30'-12— Lot Size . Ft. APPLICATION IS FOR: (S all that apply) Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Upgrade ElDuplex Water Storage ❑ Number of Bedrooms 3 APPLICATION IS AN: TYPE OF DWELLING: Initial g] Single Family (SF) -191 (w/wo ADU) Upgrade ElDuplex (D)_ El EllMultiple Dwellings ❑ (SF and/or D) 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. Permit/Rush Fees: o� ih Date of Payment: a4l ( Receipt Number: OvoA 51Cnl Permit No. e21g01; / Permit App_9-1-12.doc Waiver Fees: Date of Payment: Receipt Number. Waiver No. Al/' SeP�`r ,, 4i7deve (p625f Found 2"50 BLM Wood Post Set Mag Nail / at center of a} aeon 42 h,01d, 5 „ 9886(A) l 3 Story Frame House o N SrPa�'ee- t11ah too ' awa-K fi^a vr� ,�roioared Welt. 9gs�s of '& s8 RtNG 26 r 7. °°"F / Ns�o Set 5/8" Rebar %>0 \ Hotton t� a Roa EYP &, fhe '—efW ezft671�4 Gf -Tfb7�&, N,_., wr4 EASEMENTS OF RE06RD, OTHER THAN THOSE SHOWN ON THE RECORDED Fb 06-3, Page PLAT ARE NOT SHOWN HEREON. h a 6 -S -o6 BE 11 8300C M„7@ Road \ 3 set 5/8” Rebar (R) s a / \ \ ° (M) \est Found 3/4° Iron Pipe / / / / / V / o v \ V / / /Found 3/4" Iron Pipe AS -BUILT M�CORNERSSET THIS DATE I hereby certify that I have performed a Mortgagee's inspection of the following described property: The West ja of Lot 100. Section 18, T10N R2E Seward Mendian AK U.S. Sury 3042 c o eco e n a a e improvements situated thereon are within the property lines and do not overlap or encraoch on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and thatthere are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 27th day of May 2006 FRED WALATKA & ASSOCIATES Engineers and Surveyors (907-248.1666) MUNICIPALITY OF ANCHOR4GE Development Services Department O On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT \ Renewal Date Issued: Jun 11, 2008 Expiration Date: Jun 11, 2009 Permit Number: SWO80073 Parcel ID: 075-093-08 Legal Description: US SURVEY 3042 LT 100 W2 TI ON R2E SEC 18 Design Engineer: 0007 SPURKLAND ENGINEERING Owner Name: JODY JENKINS Owner Address: PO BOX 406 GIRDWOOD . AK 99587-0406 Site Address: Lot Size: 27720 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Disposal Field [?] Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3_ The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by tailing (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: L e� Municipality of Anchorage -Development Services Department„...... '°• �'` Building Safety Division On -Site Water and Wastewater Program 1' 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. _ toj -�j- Qg Propertyowner(s) ��U 9:1 S Day phone Mailing address Po&Y, g6to d Lnnf) Zip Code rJg Site address _ Gi 1 AQ/lgU-int-3 MA ru Q -b Zip Code v Legal description (Sub'd, Block & Lot) Sit rV e 1 3()L[A Cs IDD W Legal description (Township, Section & Range) Lot Size_ aSq. Ft. Number of Bedrooms THIS APPLICATION IS FOR (®all that apply): THIS APPLICATION IS AN: Absorption Field a Initial ❑ Septic Tank [l� Upgrade ^❑/ Holding Tank El Renewal `LI Privy ❑ Private Well ❑ Water Storage ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. Date of Payment: or authorized agent) Date of Payment: Receipt Number: �$( lei Receipt Number: (Rev. 11m) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Aug 29, 2006 Expiration Date: Nug 29, 2007 Permit Number: SW060285 Parcel ID: 075-093-08 Legal Description: US SURVEY 3042 LT 100 W2 T1 ON R2E SEC 18 Design Engineer: 0007 SPURKLAND ENGINEERING Site Address: Owner Name: JODY JENKINS Lot Size: 27720 SQ. FT. Owner Address: PO BOX 406 Total Bedrooms: 4 Permit Bedrooms: 4 GIRDWOOD . AK 99587-0406 This permit is for the construction of: ❑✓ Disposal Field ❑,/ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. -NEED TO SUBMIT MAINTENANCE AGREEMENT PRIOR TO RECEIVING FINAL INSPECTION REPORT. Received By: Issued By. n Date: Date: E f Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTIGWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. D15 —Qq 3 -D$ Property owner(s) .IAl J tnkins Day phone Mailing address PO Roy • 406, G'rl..joca , ba 9950T Zip Code Site address Code Legal description (Sub'd, Block & Lot) IJ 100 W117, US Sun/fy 30142 Legal description (Township, Section & Range) Lot Size ��,� Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field ta Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms y THIS APPLICATION IS AN: Initial Upgrade Renewal certify that the above information is correct. I further certify that this application is being Single Family Dwelling and is in accordance with applicable Municipal Codes. La (Signature of Iroperty owner or authorized agint) Permit/Rush Fees: (7 .0D Waiver Fees: Date of Payment:� �I I /19tP Date of Payment: p Receipt Number: d 4 80 Receipt Number: (Rev.11105) In made for a spar Mmd Eimgonaaromg Environmental Consulting and Design SEPTIC SYSTEM DESIGN LOT 100 W Y: US SURVEY 3042 Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 August 15, 2006 We are submitting an application for the upgrade of the septic system serving this lot. The submittal consists of four (4) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/4), the 'proposed improvements of the lot, of which only the septic system is subject to this permit application, (sheet 2/4), and a schematic of the septic system, (sheet 3&4/4). Soil logs and percolation tests ofapplicable test holes are also enclosed. The septic system design is based on the following: Groundwater at 5 Ft. Use Mounded Bed with Advantex Soil Rating. From Testhole 04/11/06. 5 min/in —5 gal per sq.ft/day No. of Bedrooms 4 Required Area per Bedroom: 15015 -30 sq.ft. Total area required: 30 x 4 - 120 sgft Bottom Excavation 3 Feet Filter Sand 2 Feet Rock Depth 0.5 Feet Total Bed Length 120 /10 - 12 feet USE 10 z I5 FEET SYSTEM CONFIGURATION ADVANTEX W/ STANDARD BED TOTAL LENGTH 15 FT TOTAL WIDTH 10 FT TOTAL DEPTH 3 FT BELOW G.S. FILTER SAND 2 FT ROCK DEPTH 0.5 FT INSULATION 2IN. COVER 2 FT (MIN) The installation of this septic system will not prevent wells and septic systems from being installed on the adj lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area Ponding and/or concentration of su runoff will not result from this installation. 203 West 1516 Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279 .3916 Fax: (907)276-6013,SpurMandEng@gci.net � q �7 to , i3?: m e ROOd \ 50 0 50 Im 150 200 250 300 SCALD 1' = 100 FT. arUrtRunU LNUMcmnc I I T£.• LOT 100 frl/z US SURVEY 3042 I I SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE DAAUGUST 15, 2006 (NCH. AK. 99501 JODY JfNK/N5 (907) 279-3916 9x PO BOX X106, CIRDW00D, AK 99587 SHEET.• 1/3 GRID. PERMIT # 016 -141 -XX USS3042L100V21.DV6 Install 10' x 15' Bed Length 15 feel Wid/h f0 Fee Depth 3 Fe Rller Sand 2 Fo t Rock 0.5Fo1 ? Inch lnsu/ali Cover 3 f \ • Lor 1 0 1%2 USE TH Install 1500 Callon Advanlex Tank, AX 20 POD & ` Lift Station Abandon Existing Hi / Rl Per HOA Code �i L 1 �l �� 0 ♦ / ♦ 304 / urve`1 /\ Ott \ ntot 0 25 50 75 1W 150 R SCALE+ Y = 50 Fr. 4d 0 Tanks 49th rorrrLN JrUKKUNU P.L. LOT 100 WI/2 US SURVEY 3042 SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE JODY JfNKINS DAT£.• ANCH. AK. 99501 /AA,1 nen TA.p I I o DAV 4Ac /•/OnWAAn iv nnCO7 SHEET: 2,3 MO. PERMIT ♦ PID # USS304PL100V2LDV6 I �.lac SLIDE OF i OVER THIS CONI TO F SHEER PROTE EXT BRIOCE IXC I SPURKLAND ENGINEERING I I LOT 100 07/2 US SURVEY 3042 I I SEPTIC SYSTEM DESIGN203 W15th I Anchorage Ak Ave Anchorage JODY JENKINS DATEt AU2006GUST I5, An99501 e�o_au,c Po BOX IOB, ClRDMVOA AK 99587 SHEETS 3/1 GRID PERMIT I SWO60OXX PARCEL ID f USSL IOOW21 M 10' Wide 15' Long 3' Deep 2' Foot Filter Sand 0.5' Rock 2-!n Insulation 2' Cover / I I Monitor 0 10' X 15' BED: N.T.S NO SCALE I Srt aS ft of Septk Rock Effective 3/16 Inch holes P 15 Inch Spacing DISCHARGE PUMP BASIN Monitor 3' Cover (hu"lr) NO SCALE k 159 2 Ft Filter sand 1500 GALLON ANCHORAGE LABS sPURKLAND SPURKLANDSPURKLAND ENGINEERINGG Jr0T 100 JI lyO US SURVEY 3042��SEPTIC SYSTEM DESIGN lr 1/2 US SURVEY 3042��SEPTIC SYSTEM DESIGN An orag Ave jJODY JENKINS DATEo Aawr 1S, m Anchorage Ak 99501 p0 BOX ,rah WWOOa. AX "587 SHEET: I/4 GRID, SV 161 P 9P 9�1� PERMIT / SWO60OXX PARCEL 10 / XX VSSL100W24.DW0 Municipality of Anchorage Development Services Department Building Safety Division ��Q;. • •►.e On -Site Water and Wastewater Program 4700 South Bragaw SL i 4 y.• T P.O. Box 196650 Anchorage, AK 99519,6650 / .....: www d anchorage ak u• : — (907)343-79D4 W mii Soils Log - Percolation Test 11 `�5. Performed For Joay -I U1ciAt ( Date Performed: Legal Description: Lpi lop {J 1�2 VS SwJh iAV 2 Township. Range. Section: Depth OQ(TAW(* 5441.1, GraJ.11y gilt 5- 011Grailt,%-, S;It/ 7_ I O {;ylr 1a- 16- 17- 1 COMMENTS WA.S GROUND WATER ENCOUNTERED? Al QIyE CIA�t o Depth to Water a J IF YES, AT NANT DEPTH?L ` Depth to Water Agar O QQ Monhorin? Sr E Date: 28 06 FUR.KLAND:� 11500 Reading Date Gross Time Net Time Depth to Water Net Drop li of, 12:5 0 o1;•+ 1311y" 1211 1f 1:07 10 a;., 13%y„ II/ar a. 1213 eN of 1:17 ,H 20 : / 3 % 4L1— .. 12 5/jr."II 1:23 », aM rn 12 ? —LA , I (. /♦ It S " r. /:3 m y�wr:� l3" rr'`/6" It I:Y% 12 L 0 � / I h PERCOLATION RATE 0 tM"Loo'. ) PERC HOLE DIAMETER (� TEST RUN 9ETWEEN 35 A.% �•FT AND Z FT PERFORMED BY: �� S�1a�e/4m..� 1 S PERFORMED IN ACCORDANCE H ALL STATE AND MUNICIPAL CERTIFY THAT THIS TEST W S IN EFFECT ON THIS DATE. DATE: B Lf O G Gw• BV 4(, Municipality of Anchorage Sof _ s J3_ On-Site Water and Wastewater Program P'r�1:! ,:r' =` a' (907) 343-7904 Q „J 8 2G `tel Y Certificate of On-Site Systems Approv ti 7.;7_)1 ,1 Parcel I.D. 075-093-08 Expiration Date: 1. GENERAL INFORMATION: Complete legal description US Survey 3042, Lot 100 W2,T10N, R2E, Lot 18 Location (site address) 191 Agostino Mine Road*Girdwood,AK 99587 Current Property owner(s) Joann Jenkins Day phone 242-4059 Mailing address Real Estate Agent Sam Daniel Day phone 227-4626 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: 11 i g-0 I I COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ a(Q'cg SD Waiver Fee $ Date of Payment 11 [i /1' Date of Payment Receipt Number )71,G' Receipt Number COSA# 05(.1q-153'q- 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: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: h 1 Ito I(' o In conducting this evaluation,GEG provided an engineering evaluation of the well and/or septic system QF A 004 in accordance with the guidelines and regulations established by the Municipality of Anchorage and ��• ••. industry practices. The reported results describe the condition of the system/s on the date/s of the a '- • .' evaluation. Separation distances were measured to readily identifiable features. Hidden defects or "•''4 H encroachments may exist that were not identified during the evaluation. The operational life of all wells * VA and septic systems depend upon a variety of variables, including but not limited to, soil conditions, Q groundwater levels (that may fluctuate during the year), quality of construction (materials and 4 VA workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and /... . . Q are outside the control of GEG. Satisfactory test results do not guarantee future performance of the r ' Gar ess; = r: . • system/s; therefore, GEG makes no warranty(express or implied) regarding the future performance of (/n CE—7 - • Q� the well or septic system. GEG makes no representation whether an alternative well or septic system �nn9 '•. I cop can be installed on the property in the event either of the current systems fail to perform adequately in u�fes, ▪ �•`l 4?�/'� c the future. The content of this report is for the sole benefit of the person/party that retained GEG to 4..%\'roressocoaG' perform the evaluation. Reliance upon the information provided in this report by any other person or ��4pooaaQ party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. #AECC884 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Y O� Conditional approval for bedrooms, with the folios,Q stipulations: �0 ON-SITE ; WATER AND '" o WASTEWATER z PROGRAM , MT SPRU\ Original Certificate Date: I f "2_.c9—( r 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet_10-1 0-1 2.doc 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: US Survey 3042, Lot 100 W2, T1ON, R2E, Lot 18 Parcel ID: 075-093-08 A. WELL DATA Well type Private If A, B. or C provide PWSID# .N/A Well Log (YIN) Yes Date completed 9/3/2013 Sanitary seal (Y/N) Yes Wires properly protected (Y/N) Yes Total depth 63 ft. Cased to 52 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 9/3/2013 11/3/2017 Static water level 40 ft. 33 ft. Well production 8.0 g.p.m. 8.5+ g.p.m. WATER SAMPLE RESULTS: Coliform NEC colonies/100 ml. Nitrate 0.639 mg./L. Collected by: GEO. Ltd. Arsenic: <5 ug./L. Date of sample: 11/312017 B. SEPTIC/HOLDING TANK DATA Tank Type/Material Infiltrator/H.D.P_E_ Date installed 10/18-20/2017 Tank size 1560/540 gal. Number of Compartments 2/1 Cleanouts (Y/N) Yes Foundation cleanout (Y/N) Yes Depression over tank (Y/N) No High water alarm (Y/N) Yes Date of pumping New Pumper — C. ABSORPTION FIELD DATA *Below Final Grade Date installed 10/18-20/2017 Soil rating kp.d. or ft'/bdrm) 3.0 System type Mound Length 25 ft. Width 8 ft. Gravel below pipe 0.5 ft. Total depth *3.4+ ft. Eff. absorption area 200+ ft' Monitoring tube Yes Depression over field No Date of adequacy test New Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test New in. Water added New gal. New depth New in. Elapsed Time: New min. Final fluid depth New in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) None If yes, give date — D. LIFT STATION *Per electrical inspection report (attached) Date installed 10/18-20/2017 Size in gallons 540 Manhole/Access (Y/N) Yes "Pump on" level at TIMER in. "Pump off' level at TIMER in. High water alarm level at 34" in. Datum Bottom of Tank Cycles tested New Meets alarm & circuit requirements? *Yes E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots **100'+ Absorption field on lot *75 + 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'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots *100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line *0.5'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain None Known Wells on adjacent lots *100'+ F. COMMENTS *WR#OSV161132 — Toe of mound may extend off property. "No septic system appears to have been installed on the lot to the east (US Survey 3042; Lot 100 E2N2). Per AWWU, the property is not served by public sewer. Well (on lot to the east) is located inside shed, confirmed by GEG on 10/20/2017 to be 100'+ to new drainfield and tank. G. ENGINEER'S CERTIFICATION 1`, ,„..,z,,- .p‘\\,,,Fp • /certify that I have determined through field inspections and p��` Q 4; r *vo review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this Q Q date. _..� .I. .. .... a ,f -y A. ar ess Engineer's Printed Name JEFFREY A. GARNESS 0Q� CE-79q3 �• �p� Date 1i 1 i le //� �p ev''e,ea••.ti1.1.l b .l1'�o�o 4 Profession o ��'00000%6 #AECC884 (Rev. 11/05) 1-lefty 'Drilling, `JtIc. STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING,LAND& WATER WATER WELL LOG Drilling Started:Qgi n3.7013 completed:Oq.. 4 2013 Cit\ Borough: Subdivision. 131.()('1; LOT Property Owner Name&Address: Joann J. Jenkins Girdwood US Survey3042 100 ite:191 Agostino Mine Rd P.OBox 406 Girdwood, AK 99587 Meridian Township — Range Section - %.t of _ _tiq of _IAof -; BOREHOLE DATA(frorn top of casing)Depth Drilling method: (X I Air rotary. ( ) Cable tool.Other ' Material:Type.Color& wetness From -1 u i Well use:( I Public supply. (x ) Domestic. Other__ . _ stickup 0 2 Depth of hole: 63 ft.Casing stickup: 2 ft Casing type:steel _ Thickness: .250 inches Casing diameter: _ 6 inches Casing depth: _ 52 ft overburden 2 3 Liner type: PVC Diameter: 4.5 inches Depth: 43' to 63' Static water(from top of casing): 40 ft on 09' 04.2013 silt & gravel 3 14 Pumping level &yield: feet after hours at gpm Recovery rate: 8 gpm. Method of testing: airlift rocky 14 20 Development method: airlift _Duration: 1 hour I Well intake opening type: ( I Open end.(X I Open hole.Other gravel 20 35 Screened: Start: _ft, Stopped _ _ ft Screen type: Slot mesh size: clay 35 41 Perforated:Start: _ ft.Stopped: - _ ft gravel w/ H2O 41 52 Stan: li.Stopped: It Note: gravel 52 63 Grout type: bentonite volume - - , Depth: from ground surface -to 20 ftPump intake depth: ft _ Pump size: _ hp. Brand name: Was well disinfected upon completion? (x l YIN. ( )No Method of disinfection:.Calcturn.H.ypochJorlte. Dh)orine)... Driller comments:disclaimers: Well driller name: Curt Company name: Hefty Drilling, Inc. Mailing address: 3540 Akula Dr. city:_ Anchorage _ State:AK Zip 99516 Phone number: (_ 907 f 345 _ 0593 fax:345-4700 Drillers signature: Alaska state lay, requires that a copy of this well log be sent to the Within the City of Anchorag=e. it is required that a copy of the well log be Department of Natural Resources within 45 days: taxes arc sent to the appropriate city acceptable._lAK statutes 38.05.020.38.05.035.41.(18.020_ office within f,0 days and that another copy of 46.15.020 and AK regulations I! AA('93.1,101, the well tug be sent to the weft-property owner within 30 days. DI'R Division of Mining,Land and Water. Permit Number: OSP131298 350 W 7th Avenue.Suite 1020 Date of Issue: Aug_-_29 9:2013 Anchorage.AK 99501- 3562 Parcel Identification Number: - Phone(907)269-K639 and fax(907)2269-8947 Is well located at approved permit location?( x)Yes or ( I No — — — — Municipality of Anchorage Community Development Department On-Site Water and Wastewater Program 4700 Elmore St. •P.O.Box 196650 Anchorage.AK 99519-6650• http://www.muni.org/onsite•(907)343-7904 Well Decommissioning Log Legal Address: Subdivision 1-'lt St-rye3O Block Lot /00 T I ) N R • F Section f 6 Lot 100 I Cl At 011c;hc' M Mhz. leg On-site Water 8 Wastewater Program certified Contractor performing the well decommissioning: Name: �jl „ / Signature: JJJJ lil . Company. e - 1 rc� I/f r rn r 37j,er..... Well decommissioning date 51 f 1`� i Method of decommissioning:AMC 15.55.060L1 a ❑ b. n C. III Location:Use the space below to provide a drawing of the property showing the following items; cq • North an-ow • Decommissioned well, • Other water wells on the property, • Two separate swing-de distances for each well shown on the drawing, Note:The swing-lie distances shaft he measured from either permanent structures or the property comers_ 1\ 1/13r\IL 1,9.5z- i Gam(. 0 c 74--- 1-, , �r 0 ka W dA i„,„ lug 11 t ,l 51! l .1)fyC Li I f .-- 1\i{V ,I/ p„i4 .t a W 1 1298 G\Community Development\Developrnent ServicesOuilding SafetytOn Site Water and WastewatertFor urs\Client Forms1We3 Decommisioning form.doc ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND Orin J Pier { ALL{ Font)and THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this A , ' I CO nay of ° of 20 N, by and between�i(,1�. V'f'u 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 Treatment System (AWWTS),described as 1411 AZjedNVO I•ttLit.( P42( • (EVV&^:se--C S located at(legal description). ( f hajrziflp i•k0/140 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 the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On-Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA. and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations. Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS,the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement,the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the A W W I'S. 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 all applicable ordinance, laws, regulations,rules and orders for the A WATTS. C. Upon request by the Municipality. the owner agrees to provide the Municipality a written schedule of routine maintenance and 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. 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: r ` 1 a. Owner: %n iP•si r 0( `1` tli I fONliDr4 b. Municipality: Director,Community Development or designated authority C. Any attempt to amend,modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. rr 8. Jurisdiction: Choice of Law. Any civil action arising from this 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 of this 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: 41111 By: •� i (signature) Date: ( 1 1 ( 10 1 i 1 Irl ll? (print name) STATE OF ALASKA ) )ss. THIRD JUDICIAL DISTRICT ) ll The foregoing instrument was acknowledged before me this 164 day of �aittr er 20_11, by eiri,n iPsfetc )107,76))7:1411) ilhallagarilhilioll■Yrsysmigh~ 0 Notary Mk ► NOTARY PUBLIC FOR ALASKA 1 SSM E. DANIEL State d Alaska I My Commission expires: iI J'.JJZOJ 2 I My coRnrssion teres troy 22,2018 0 or MUNICIPALITY: .„ C(..6(•Ais( (signature) Date:t1 ~ "{ 7 (print name) Title: aliS/ts, 43 feF, RAN "9osbil 8300C 989 GS M` sip S670 /is oo'F 30.3 c r9 •00(R �� c4 G�me � 23—. .. J /9?90 30 3 e / (MJ �'e��v I / 98 / ` �9sp .22. -�J / a / / e / i`� / / SCALE: 1 "— 30' 24 • - // / °' 1H deck / ��Z-N 2' co • = IIIIIIIII / // / w ., 3 Story Frame ° ' / p0 , cmc ofa .0 House c ciJ / / / 0.4 / / 00 CN C ) • °D 30.5 / / / o•H deck cz. pi h C C. / • �S / / O ^cV / i''6.- 0) ryN o� c�' �-� / ° a /�N �o�°`septic I Oa �� O bra ° O ents �o O / I-9 N N o N 00 / O O Ste' . ' ryN ^o /� v / cv I / tea. / �- . a� / CO 4417 / ° 98.8 S(p / ) 4/670,,, / h 4 OY 460 4� / , W ) - X98 00 9( J 988$ / h'°tt��t (RJ • �pJ ` / ot�,in, e Y • Roa REVISED 11-16-17 RECERTIFIED 7-23-16, 11-01-17 AS-BUILT IF CORNERS SET THIS DATE I hereby certify that I have performed a Mortgagee's inspection to of of the following described property: The West 1/2 of Lot 100. a' U.S. Survey 3042 ��%\''''Z'14„,,,,,,„ Anchorage Kecoraing rrecinct,AiasKa, aha mat the �" O •F A� I' improvements situated thereon are within the property lines �q•. ' • ' 'F . #i and do not overlap or encraoch on the property lying • '� adjacent thereto,that no improvements on the property lying - ' 49th 3c •'� • adjacent thereto encroach on the premises in question and *• that there are no roadways,transmission lines or other / . " .0 visible easements on said property except as indicated • E ••• •• .. „, hereon. /, �, Fred Wolatka . # / Dated at Anchorage,Alaska v -4' . 3255 - S .•JQ this 27th day of May 2006 EASEMENTS OF RECORD, OTHER THAN ' • . • • • . • Q FRED WALATKA&ASSOCIATES THOSE SHOWN ON THE RECORDED 41';o I ' _SSIONAL41:11" Engineers and Surveyors PLAT ARE NOT SHOWN HEREON. \ Fb 06-3, Page 70-72 �� BE (907-248-1666)