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Home My WebLink AboutMANOR LT 4Manor Lot 4 #050-671-46 Inawitm RervN 1�,Aa"m r V Municipality of Anchorage Community Development Department Pape 1 of 3 On-Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsits • (907)343-7904 ONSITE WASTEWATER INSPECTION REPORT Permit Number: OSP151207 PID Number: 050-671-46 ❑ New ® Upgrade N811B CULBERT FAMILY TRUST ABSORPTION FIELD ® Deep Trench ❑ Shallow Trench ❑ Bad ❑ Mound Addraes: 18926 INSPIRATION CIRCLE, EAGLE RIVER, AK 99577 ❑ Other Phone: Na of Bedraaral: """a: TaWD410fc"'Oeo waft (907) 441-7491 4 0.8 Drawn. 12 a LEGAL DESCRIPTION Da"to ei"""PM °""°"PW. SEE DWG. n 7 R Subdivision: Bkkk Lot Fvaaaedaea od"9ma: G,n"IWgk MANOR 4 SEE DWG. t 55 n Tamshlp: Range: Section: en""I Huff6w0flaw DbWwe EMe"an Wm: - - -2.5 SEPARATION DISTANCES Tda aboP rw; 770 .roe aWaaw: ac esM"an asrcn.: To Septic Abtim �$� Lift Fmm Te a well 200'+ 200'+ 200'+ _ 25'+ TANK ❑ Septic ® S.T.E.P. ❑Holding ❑Other surface wader 100'+ IW+ 100'+ - mwwbtlnr. ANCHORAGETANK araub: 1500 or. Lot Line 51+ 10'+ s'+ - N/A wr,W: namwammp.m.aW STEEL 2 LIFT STATION Foundation 5'+ 10'+ 5'+ _ 10�1500 Curtain Dmin NONE KNOWN ANCHORAGE TANK / ORENCO SYSTEMS, INC. ow. Remarks: 44" 40' 48" �t11 � l.✓A,� p�RJ.i�d^/�T �L waatr.areaa.l: 20 OSI 05 HHF aamkeluevauWewrkmeaW: CAPSTONE ELECTRIC, INC. U p c PIPE MATERIAL House to tank D3034 Tank to D1785 drainfield Installer Drainfield D3034 COIMT 3034 WILCO CONTRACTING Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 100•00 ra Inspection Lccaoiaitl0wwxoft ` Dates: 1st 7/14/2015 2nd 7/15/2015 3rd 7/1612015 4th BOTTOM OF CORNER TRIM AT POINT "C" Community Development Department Approval __9ob00000 Conditional approval: Date: ...................:.x.00 D QQ•_J f Go ness. a e 53 oO s •• Q �•' ,c`O 11 4p11e1 •7%��5'• c��o Approved: Date: Prof aastD000c 04®000�� Inawitm RervN 1�,Aa"m r V PERMIT PARCEL ID OSP151207: RECORD DRAWING 050671-468ER. OSP151207 APPROXIMATE LOCATION OFWATER LINE PER LOCATES BY PROFESSIONAL SERVICE COMPANY 150 FOOT CLASS "C" WELL RADIUS � wh1.l EXISTING ■'O•� WOUSE 200 FOOT WELL RADIUS (NOTAN ACTIVE CLASS "A" WELL AT THIS TIME, PER ADEC) NEW 1500 GALLON S.T.E. P. TANK - MANOR; LOT 3 iNsp�� rioN 0 NEW yTHk2 P,o rvL)- �,ac- �� Loc -f- ttytFv-%N7' _--_I_--__-__-_ 10' UTILITY EASEMENT-_--__- GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CULBERT FAMILY TRUST 441-7491 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: MANOR SUBDIVISION; LOT 4 J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 7/23/201 MANOR; LOT 5 PERMITNUMBER PARCEL ID OSP151207: RECORD DRAWING 050-671-46 BER: I OSP151207 TOP OF TANK AT INLET= 83.75 INVERT OF BUNG AT INLET = 83.11 FINAL GRADE = GRADE = 88.20-88.30 OF MANHOLE -88.38 -TOP OF TANK AT OUTLET = 83.76 NEW 1500 GALLON S.T.E.P. TANK 56-101.76 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS 3701 ETUU R DSUNS 101'ANCFg E.MN5U' FHONE107133M in- FA%180T133&2] 'MSUTE: ii—mm—meenn¢cm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CULBERT FAMILY TRUST 441-7491 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: MANOR SUBDIVISION; LOT 4 J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 7/23/2015 4 July 21, 2015 Wilco Contractors Atm: Ryan Wilkinson 16701 Rmoom Ridge Anchorage, AK 99516 Dear Ryan, Capstone Electric LLC has completed the electrical portion of work at 189261nspvedw Circle in Eagle River, AK 99577 and curti&es that the installation was done in accordance with Local & National Electrical Codes. Thank you. Devin Rafaedie PresidmProject Manager info®capstoneelecnicak.com 22356 Whispering Etch Dr. Chugiak, AK 99567 Office: 907.688.2751 Fear: 907.688.2752 On -Site Wastewater Disposal 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: OSP151207 —7 Tax Code Number: 05067146000 110,rj ti v_5 Work Type: Septic Upgrade Permit Effective Dates: July 09, 2015 to July 08, 2016 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: MANOR Site Legal Address: MANOR LT 4G:0254 Owner/Address: CULBERT FAMILY 2004 TRUST CULBERT G M & D RlTRUSTEES 18926 INSPIRATION CIRCLE EAGLE RIVER AK 995777918 Site Mailing Address: 18926 INSPIRATION CIR, Eagle River Lot Size in Sq Ft: 33981 Total Bedrooms: 4 This permit is for the construction of: .Y Disposal Field Y Septic Tank N Holding Tank N Privy N 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. X Special Provisions: The Inspection Report Asbuilt is required to show the location of the waterline. Received By: Issued By: v Date: pality: of Anchorage sent _;S, y epartment *** VARIANCE/WAIVER REVIEW **** Waiver#: OSV151074 COSA#: Permit#:OSP161207 PID#:050.671-46 , Legal Description: Manor Lot 4 Engineer: Garnes8 Englineerin9 Grollp Applicant: Culbert Family Trust Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 0.0 feet. This.waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposalsystem will require all separation distances be met 'or another` approval from this department: The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. . Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: Approved by: -- Name of Review **' VARIANCEMAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE 0 8 9 7p Community Development Department -,4 RUSH! ne: 907-343-7904 Development Services : 907- 343-7997 On -Site Water & Wastewater Program E JUL p g 2015 Mayor Dan Sul/ va On -Site Sewer/Well Perm ication �'^� (piil) A4 For A Single Family Dwe a I, e Parcel I. D. 050-671-46 Property owner(s) CULBERT FAMILY TRUST _ Day phone 441-7491 Mailing address 18926 INSPIRATION CIRCLE *EAGLE RIVER, AK 99577 Site address 18926 INSPIRATION CIRCLE *EAGLE RIVER, AK 99577 Legal description (Sub'd, Block & Lot ) MANOR; LOT 4 Legal description (Township, Section & Range) Lot Size APPLICATION IS FOR: (Rall that apply) Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Sq. Ft. Number of Bedrooms 4 APPLICATION IS AN: TYPE OF DEWELLING: Initial ❑ Single Family (SF) Upgrade ® (w/wo ADU) Renewal Duplex (D) ❑ ❑ Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: 5kcne Wa:aex Distance: Fee I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Q5�� G Permit No. (35��.�'�/�( Date of Payment: Receipt Number: /q/rs 02732 C, - (Rev. (Rev. 01/11) GARNESS ENGINEERING GROUP Ltd ,--d-CIVIL &ENVBRONR4ENT11L ENGINEERS+ -m �- �--=- - July 9, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Manor; Lot 4 To whom it may concern: The existing 4 bedroom house is served by a class "C" (see attached ADEC "Drinking Water Watch" details) community well and a septic system. The drainfield is in a state of failure and needs to be upgraded. We are proposing to install a new deep trench type drainfield and a new 1500 gallon STEP tank. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2015 log which shows the soil classificwtions, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: The average topography in the area of the proposed drainfields is 25-30% running northeast to southwest. 5. SLOPE WAIVER: Due to site constraints, we are requesting ap foot waiver to slopes in excess of 25%. We anticipate excess material coming from the excavatioff and propose to have the slopes within 35 feet filled in so that slopes do not exceed 25%. See attached design drawing and profile drawing. We are unaware of any adverse impacts this installation and the granting of this waiver would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. 3701 East Tudor Road, Suite 101 ` Anchorage, Alaska 99507-1259 Phone: (907) 337-6179' Fax: (907) 338-3246' Website: www.garnessengineering.com DW W - Water System Details Skin to content State of Alaska • myAlaska • My Government • Resident • Business in Alaska • Visiting Alaska • State Employees Alaska Department of Environmental Conservation F_ � _ � DEC � State of Alaska DEC > Drinking Water Watch > Water Systems -> Water System Details Drinking Water Watch Water System Details http:// 146.63.9.103:8080/D W W/JSP/WaterSystemDetail.j sp?tinwsys... Water System Facilities Source Water Assessment Results Non -Coliform Samples/Results Coliform/Microbial Sample Results Source, Water Assessment Web Map Non -Coliform Samples/Results by Analyte Coliform Sample Summary Results Lead And Copper Sample Summary Results Violations/Enforcement Actions Sample Schedules Site Visits Milestones 2-13637 System l/ f Water System No.: AK2213637 ederal Type: NP 'j5 C�."5 Water System Name; MANOR S/D LOTS 1-6 tate Type : NP Principal County Served : ANCHORAGE Primary Source: GW Status : A Activity Date : 04-02-1984 Points of Contact Name Job Title Type Phone Address Email 18862 INSPIRATION CIRCLE, ALEXANDER, TERRI AC 907-694-2364 EAGLE RIVER, Not Available AK -99577 Annual Operating Periods & Population Served Service Connections Start Month Start Day End Month End Day Population Type Population Served Type Count Meter Type Meter Sim Measure I 1 12 31 R 10 RS 4 UN 0 Sources of Water Service Areas Typ Code Status Availability Code Name WL:MAN:RaS:;LOTS t-6 WL A p R RESIDENTIAL AREA T RESTAURANT Water Purchases Seller Water System No. Water System Name Seller Facility Type Seller State Asgn 1D No. Buyer Facility Type Buyer State Asgn ID No. 2015/04/29 16:01:15 • Commissioner • Divisions/Contacts • Public Notices • Regulations • Statutes • Press Releases 1 of 2 4/29/2015 4:04 PM MOUNTAIN MANOR; BLOCK 3, LOT 2 / / J � J MOUNTAIN MANOR; BLOCK 3, LOT 3 MANOR; II jz I LOT 2 1E � COMMUNITY WATER I 1 I \ 1� I c \ _L '- TSS1�I I t I I. MANOF LOT 3 m I I oM�AUNITY W�PA � \ I I J J / MOUNTAIN MANOR; JJ BLOCK 3, LOT 4 J \ J \ J \ J \ I MOUNTAIN MANOR; BLOCK 3, LOT 5A WELL IS 100'+ \ FROM MANOR LOT 4 / MANOR; LOT 6 COMMUNITY WATER COMMUNITY WATER_ _ _ — — — MANOR J LOT 5 COMMUNITY WATER / \\ S RPTI / \ tD 1001 100' WELL RADIUS I I 4 J GARNE55 ENGINEERING GROUP, Ltd �._ CIVIL & ENVIRONMENTAL ENGINEERS>===: 1)9� G )IIMR MGII 911(IC 1M t RXfM(IRRK. Y( 99511) R PN(1NP 19(1]1 ii>�RI]O � GCY IYMI iiR—i91R R YTPRRGWW�mm�wnnlm�A�nn mm PREPARED FOR: I PHONE NUMBER: PAGE NUMBER: CULBERT FAMILY TRUST 441-7491 1 OF 3 LEGAL DESCRIPTION: DRAWN BY: MANOR: LOT 4 PNB E OF WORK: DATE: SITE PLAN 1 5/21/15 17 NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 GPD PERCOLATION RATE/S: 1.74 & 10 PROPOSED APPLICATION RATE: 0.8 MINIMUM DRAINFIELD SO.FT.: 750 FE Pt'PTH OF EXCAVATION MUST BE: 12 FEET WIDTH: 2.5 FEET LENGTH: 55 FEET M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE: 7.0 FEET REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 770 FEET' 50' WELL RADIUS CLASS C WELL EXISTING BEDROOM HOUSE / �+ TANK TO E R CONNECT PROPOSED DECOMMISSIO SEWER SERVICE LINE PEUPC FROM EXISTING FCO TO CAP OLD PROPOSED SEPTIC TANK CONNECTION POINT /"_ INSPIRq JINN SHALL HAVE THE NORTH & CIRCLE EAST LOT LINES, AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR \ AND WATER SERVICE LINE PROFESSIONALLY LOCATED COI MTI 200' WELL RADIUS $T1 7�pa1° ~ / (NOT AN ACTIVE 0 CLASS A WELL AT iIS TIME, PER ADEC) MH / 'Ly ROPOSED 1500 GALLON 1,25" STEP TANK WITH DUAL PRESSURIZED VALVE CONFIGURATION SO ya° PVC SEWER FLOW CAN DIVERTED �ry SERVICE LINE BACK TO OLD TRENCH ry� TO OBTAIN A COPY OF THE LETTER CONTACT GEG. 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. , ryyt. y� 14311 iry ry0 T & E Easement 10' Utility Easement \ ache �. RESPONSIBLE FOR LOCATING KEYBOX AND HAVING WATER SERVICE LINE PROFESSIONALLY LOCATED PRIOR TO DELIVERING MATERIALS OR STARTING CONSTRUCTION. o�x h PROPOSED .Q� DRAINFIELD TH#2 MT2 `�•�%r CO2 MANOR; LOT TRANSITION TO 4" PVC / r' GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS - 3701 E NOOR POFD. SO 101 v ue0WO E. PW 99W7 = PHONE (907) 337-81)9 " FM (907) 33873208 " W®51E: w .Wmmmglne ng.mm T: 'REPARED FOR: PHONE NUMBER: PAGE NUMBER: CULBERT FAMILY TRUST 441-7491 2 OF 3 .EGAL DESCRIPTION: DRAWN BY: MANOR; LOT 4 PNB YPE OF WORK: DATE: , SEPTIC SYSTEM DESIGN UPGRADE 7/9/15 1 Eg GARNESS ENGINEERING GROUP, Ltd •� CIVIL & ENVIRONMENTAL ENGINEERS .wee 3701 E. TUWRR°AD.SUCE 101'ANCH MGE, K9007'PH NE (WA 3WI 179'F (W W3 46-MSSNE:w gamessengheeM1q LEGAL DESCRIPTION: PERFORMED FOR: DEPTH — 44&0— MANOR L4 CULBERT FAMILY TRUST 11 12 13 14 15 16 17 18 GM (SANDY/GRAVELY) DEPTH TO GROUNDWATER TEST HOLE #2 6/23/15 DRY UPPER BENCH DRY SOIL CLASSIFICATIONS DRY oS'a` GW --- ORG 10 GP 6" 3 ML 6" GM 4 CL 10 GC 6" OL 4:20 SW 6" MH %0 L SP 10 CH 6" SM : OH 6" SC 8 DEPTH TO GROUNDWATER DATE 6/23/15 DRY 6129/15 DRY 711/15 DRY 6" - 6/23115 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/29/15 1 4:00 - 6" - 2 4:10 10 0" 6" 3 4:10 6" - 4 4:20 10 0" 6" 5 4:20 - 6" - 6 4:30 10 0" 6" 7 4:30 - 6" - 8 4:40 10 2/8" 5 6/8" 9 4:40 - 6" " 10 4:50 10 2/8" 5 6/8" 11 4:50 - 6" 12 5:00 10 218" 5 618" 19 PERCOLATION RATE 1.7 (MIN./INCH) PERC. HOLE DIA. _ TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: YES NO ❑ SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ERIK WIDGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASP RF ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -7 7 7 6 (INCHES) GARNESS ENGINEERING GROUP, Ltd --�_=m_ K =m- m� CIVIL & ENVIRONMENTAL ENGINEERS 3101 E. TUDOR ROAD. SUITE 101 'ANCH0RAGE, M W5Ui' PHONE (.D 38751]9'. (9P1) 3303240' W£B31TE: wxw.IP.-IiI LEGAL DESCRIPTION: MANORL4 PERFORMED FOR: CULBERT FAMILY TRUST DATE: 6/23115 DEPTH (feeU EHE,ORG TEST HOLE #2 1 LOWER BENCH 11 12 13 14 15 16 17 18 GM (SANDY/GRAVELY) DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) SOIL CLASSIFICATIONS 4:03 SITE PLAN 2 - 2 4:33 30 3 1/8" 2 7/8" 3 4:33 - 6" - 4 5:03 30 GW 3" ORG3 5:03 6" 6 5:33 30 3" 3" GP ML GM GM CL 4 GC OL Do 0°D o t SW MIT 5 '0 SP CH �e SIC i i OH 6 sG G��O 7 DEPTH TO DATE Q GROUNDWATER N 8 6/23115 DRY 6/29/15 DRY SCALE: 9 711/15 DRY 1"=109 10 11 12 13 14 15 16 17 18 GM (SANDY/GRAVELY) DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6129/15 1 4:03 - 6" - 2 4:33 30 3 1/8" 2 7/8" 3 4:33 - 6" - 4 5:03 30 3" 3" 5 5:03 6" 6 5:33 30 3" 3" 19 PERCOLATION RATE 10 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7 FT. AND 8 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: YES E NO ❑ SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ERIK WIDGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS VERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: "7 71r MUNICIPALITY OF ANCHORAGE / DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NA , I`�I PHOINPE� XN11 L— t(LC. f::Z_"°Jh-. 7� Z•7tJ''!i'GCJ ❑UPGRADE MAILING ADDRESS LEGAL DESCRIPTION l LOT LOCATION F—p NO. OF BEDROOMS (1 Y DISTANCE TO: Well - 0/�%1/t�/U+(/l(-�( Absorption area / Dwelling C _ / PERMIT N? _ �� L G1 1-z Manufacturer _. FF Material r`, No. of compartments LU Liq. cf acity in gallons IF HOMEMADE: Inside length ----------- Width -- --- Liquid depth Y DISTANCE TO: Well Dwelling PERMIT NO. j0z 02< T—F Manufacturer Material Liquid capacity in gallons T DISTANCE TO: Well ��-^i/U�// Foundation_ / �-�-' 'f Nearest lot I' _ ' PERMIT O- `� ([i U No. of lines Length of ach li g��.) Total length of li es /� Trench wi t t` ��_ Distance betwe n + e �lIA �. 5 O inches F Top of tile to finish grade _. / Material beneath tile Total effective abso pti n -area r. L_/ inches =r `j ../ Length Width Depth PERMIT NO. W 0 Ia. I- a Type of crib Crib diameter Crib depth Total effective absorption area to co WWell DISTANCE TO: Building foundation Nearest lot line J Class ( Depth Dr'ller Distance to lot line PERMIT NO. J41W ( _ _ DISTANCE TO: Building foundatig Sewer/1 ne— Septic tank Absorption areas) OTHER 7 C PIPE MATERIALS SOIL TEST RATING I (�' _� 0 Aa Z INSTALLER n O REMARKS /SIS 4/Z AT C / N , O - , til "r�' 18iv 'V A41 c "r� A{• • �� W L. w.y,.a •+ a Wer 1'k3%�E ..:' r'*•i •� •" ., z'J•1 �!i. APPROVE - �� x �r�(�.;� • t� i DATE "L11Zp11 72-013 ( ev.7nB) '�" / kv01.1141 ! d: : 72:��Y 51 ^ ��111H,-,� DEPHRTh[NT OF ||ERLR1 HYIRUNMENTRL PROTECTI0N O2� L STREB, .��3RHGE/ RK 9950i H�i� '��i�T� MHRy [ERGB�UN ' RNCHORHGE/ RK 995i� ** DEPTH TO PIPE BOTTOM { I5 FK REQUIRES INSULHTION ** DEPTH TO PIPE 80701q { 4.0 FT, M171Y REQUIRE R LIFT STATION ** THNK MUST HRVE AT LE8ST TWO COMPHRTMENTS ` . ..... .....�� I �ERTIFY THHT� J. I HM FRMlLIHR WITH THE REQUIREHENTS FOR ON~SITE SEWERS HND WELLS HS SET FORTH BY THE MUNICIPHLITY OF HNCHORHGE (MOR) HND THE STHTE OF HLHSK�. 2 I WILL INSTOLL THE SYSTEM IN HCCORDHNCE WIN ALL MOA CODES HND REGULHTIONS/ HND IN COMPLIHNCE WITH THE OF' THIS PERMIT. I I WIL1 TO RLL. MOH WD STHTE OF ALASKA MQUIREMEHTS FTR THE SET BACK DISTRNCES FROM HNY EXISTIN6 WELL, OR PI IBI I� SEWERAGE SYSTEM ON THIS OR ANY HDJHCE�T OR NEHRBY LOT 4I UNDERSTHND THAT THIS PERMIT IS VHLID FOR O MAXIMUM OF 4 BEDROOMS HND RNY ENLHRGEMENT WILL REQUIRE AN ADDITIONAL PERMIT. .G•�N A•: Icy. . & ENGINEERS, IN �w 3661 7125 OLD SEWARD HWY. ANCHORAGE, ALASKA 99503 349-6561 SWI S 1.0x)' VFH(:cll A 11c1N 11 S 1 (Sd "I nru, AncIN 1� TI ;I r is - 6 PI ICI t,ItMl I) I t)�t LORI mA 1 E �iA FL ,•�.�,� ....MI �, /i3 / 83 L I:G AI. I)LSC I (IP T IUN �.V 1 1 /_rI ri vv t\ >v L}-[jJy Gross Time Net Time 0' CJR(,AN C -S Net Drop ol�rjb' 0 -2• S REDDISH 'DROw^j SAND 7/:0.p o W/50MG 61?AUEt, TRACE S/cT o, o SLIGHT[`( N90r57- 4o DRY) 5UB?ND, 3 oob-,6D Ft)oRL.Y G%ALC-D MOSTLY F INC 1 000 F,-OAF5E SAIL' /lON COHe5/V� i o p, SCA77E RED roB!l(E5 ., •.000. S i7 r 5 0,00: ' 2.5-1a, C)G1CAY i 5 N LS'koWN g 0.,090 G PAv E. L L Y SAND w/TPACE SIL 000; 060 51,rGrt7LY Mo,ST 4, DRY, Su3RND, 1 0 ab,.,o, NoN•COPYESIVE PooRLY GJ?ADEJ'l) 00 MOSTLY r1NE c COARSE SANT 8 000' SOA-7EktD Z 'VLW EFF oUS CoaaLC5 0 < 2.5; 5L(6HT STRATIFICATION 9 a GP 4 A 0!0 ,NINE .o �- 10 O•o. ' �po i o 12 p+e%v4 Tb 42,0' 14 { 15 16 11 1e 19 'i)&i e '0.'00696'. -..-v Ail IWE . � PROFESS10HPe0�1 WAS GROUND WATER , f O ENCOUNTERED) /y IF YES. AT WHAT DEPTH) •i1Ff PLAN Reading i Gross Time Net Time Depth to Water Net Drop Bi® 1 Jt J. i -_■■,�■■ ,NINE Reading Date Gross Time Net Time Depth to Water Net Drop Bi® Jt J. 20 I ' PERCOLATION RATE \h l�ninutcs/inchl L] TEST RUN FICTWEEN 7� FT AND FT COMMENTS __--__.._------- PERFORMED BY I �✓t/yl/yy J-i1Q�l'I YS CERTIFtEO 0y X618970 77 a • Municipality of Anchorage Iv0'd1 On-Site Water and Wastewater Program 'l� � (907) 343-7904 s < <- ti Certificate of On-Site Systems Approval Parcel I.D. 050-671-46-000 Expiration Date: 1" I) ^ i 1. GENERAL INFORMATION Complete legal description Manor L4 Location (site address) 18926 Inspiration Cir, Eagle River AK 99577 Current Property owner(s) Matthew & Martina Bex Day phone 907-854-6689 Mailing address 18926 Inspiration Cir, Eagle River AK 99577 Real Estate Agent Katie Likkel - Agent Rebox Day phone 907-315-9512 2. TYPE OF DWELLING: El 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 C Well Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: KILIA4 L�C�='f Date: 17/70 /1 COSA to be released to the eniitSeer,unless otherwise requested by the engineer. COSA Fee $ saL Waiver Fee $ Date of Payment 11/101- Date of Payment Receipt Number it 21 i( Receipt Number COSA# CIWc340 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 Alaska Rim Engineering Phone 907-745-0222 Address 9131 E. Frontage Rd, Palmer AK 99645 Engineer's Printed Name Norman K. Gutcher Date 11/13/2017 OF ee.ae , `lr Q a"1',i ,` �0 ,,.�s e>i..w.y �: � e $s 61 e:e oaeocasncec° t)aa°f- °p j 6. DSD SIGNATURE l ' System#1 Approved for bedrooms tf, ri° Norman K;:.Gutcher cc 6- r`tr`. °CD CE-4919 • �m®�' System #2 Approved for bedrooms Eft �� ^m ° ,e� �� Disapproved at�o�'RO°r° °S;p��•" Conditional approval for bedrooms, with the following stipulations: Jam' ON-SITE W&TFR AND :S c WASTEWATER oz= PROGRAM _ By: (M _ ��`'-� Original Certificate Date: - 1 — The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet r . _ If more than 1 septic syh the lot: COSA Checklist# of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: Manor L4 Parcel ID: 050-671-46-000 A. WELL DATA Well type C If A, B. or C provide PWSID# AK2213637 Well Log (YIN) Date completed Sanitary seal (Y/N) Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height (above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level ft. ft. Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel 7/14-16/2015 Date installed Tank size 1500 gal. Number of Compartments 2 Cleanouts (YIN) Y Foundation cleanout(Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Date of pumping 04/11/2017 Pumper JR's Pumping C. ABSORPTION FIELD DATA Date installed 7114-16/2015 Soil ratingz 0.8 Deep Trench (g.p.d./ft or ft2/bdrm) System type Length 55 ft. Width 2.5 ft. Gravel below pipe 7 ft. •11.1-13.0770 Total depth ft. Eff. absorption area ft2 Monitoring tube Y Depression over field N Date of adequacy test 11/7/2017 Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test 9/ 1'5 in. Water added 676.2 gal. New depth t7 5/10 5 in Elapsed Time. 1 ,361 min. Final fluid depth 9/1 •5 in Absorption rate >= 676.2 g p d None Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes. give date D. LIFT STATION Date installed 7/14-16/2015 Size in gallons 1500 Manhole/Access (YIN) Y "Pump on" level at 50.25 in. "Pump off" level at 47 in. High water alarm level at 53.5 in Datum Bottom Of Tank Cycles tested 1 Meets alarm &circuit requirements? Yes E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot On adjacent lots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer/septic service line Holding tank Animal containment areas Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation + Property line + Absorption field 5 + Water main + Water service line + Surface water 10 + 150'+/Class"C" Wells on adjacent lots ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10�+ Water main 101+ Water Service line 10'+ Surface water 1��+ Driveway, parking/vehicle storage 101+ Curtain drain None Known Wells on adjacent lots F. COMMENTS 2000 Gallon pre soak was performed prior to the septic adequacy test. G. ENGINEER'S CERTIFICATION "��,O•.?4��$1 I II vk� ••••. a I certify that I have determined through field inspections and review of Municipal records that the above systems are in i �"9?� �k �� conformance with MOA COSA guidelines in effect on this date. 0' r�.�.e4 �'• :_''' Engineer's Printed Name Norman K. Gutcher �; Norman K. Gutcher ; i q% •. CE-4919 ;ti� Date 11/13/2017 *ia �•� ``�-'SUFESSIO� 47 ,aklvs►.00 COSA canary sheet_2-6-15.doc DocuSign Envelope ID:C5D6F5CC-95D, tE-8C01 =73990E05 ` ` — 8413W 1 1NSPIRAT,ON ClRG�LE 1 1 — 1483°30'00"1 1 j —�_`_`'� `` 141.86 - ( � 150'Well Protection 1 A.rte .00 -------7 ! `Y• 4:& - t-- \ —4--5°-93 R``-00 Easement � .� • of 6 :{b '� L-5 •X- 14 }fr. 7.:s 6. / 4.-t'''`::1- N'Ver 4 10'Utility Easement Ns- ith• .•1:;;;:.-.4-z. ti's• Y t.e N ' J pert f/'•�rleirl �� v' ttQache / w no•xi f_ _t-,` Lot 4 ti '' 0 Lot 3 0 28ri) .5• --:-1----_-4--_-57- ___-- � one block ret.wall(typ) en' g,__44. :0 /' 3.6 OH f 0 �t1F j .0 2.7 OH f I. + / 4 0 a �° , -split vents Aw4 o7.e o-0 70 200'Well ProteC6o 16 ^ O ry' 1 i Easement 0? / v. / A' � - . O , 4. epUCvan;s� ett7 i ' \....•„......la--- equ. +j "6t o .... Cep .... ...A., SCALE: 1"=40' Lots 0' T&E Easemerrt +~~ �—� N85°48'04"E 141-37 RECER WIED 7,28-15",W AS-BUILT NO CORNERS SET THIS DATE Lot 1 %`%.'•'t i hereby certify that I have performed a Mortgagee's Inspection of the following 4c,• wr A•L„I k j MANORBBDOMSION LOTescribed property: 4. P. ,i Gjf:• �1�.:7,....c4: •f `` An Recording Dem.Alaska end that the' 49 th 9 ♦ line ernerds akuated Iheroon are within Ma property lines s •1st- end do not overlap or encroach on the property lying � ••• •[1/°41•43:1L,' • 0 adjacent thereto.that no bnprovementa on the properly lying L/ adjacent thereto encroach on the premises in question and / ••Fred Wo I o t k a:# I I that there are no roadways,transmission lines or other f,.� .• ! visible easements on said property except as indicated 3255 — S • ,w hereon. Ia 4•. .• .r Dated al Anchorage,Alaska da of MAy 1 EASEMENTS OF RECORD.OTHER THAN .%Pi%`-1 - this 16th FREow 1ASSOCIATES THOSE SHOWN ON THE RECORDED % Engineers and Surveyors PLAT ARE NOT SHOWN HEREON. FB 15-4, pg 69-70 BE (907-248-1668) 1� - oproved - iit�onal approval for' `' ` ' 'bedrooms, with the. followihg Stipulations .. ♦d J /a •.1�-: tl jLL _ y 4,'F r �N, :�1 ,r, alJl /:I, �d a ® Municipality of Anchorage Department of Health and Human Services 44 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: 0-r- A tA oc og�_ �p Parcel I.D. 050 6 / �=s A. Well Data f� Well type 1� If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Date completed Driller Total depth Sanitary seal (Y/N) Date of test Static water level Cased to FROM WELL LOG Casing height Wires properly protected (Y/N) Well flow g.p.m. Pump levell SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot Public sewer main Sewer service line WATER SAMPLE RESUL Colifo 20 C_> \.A -- AT INSPECTION On a 'cent lots On lots is sewer manhole/cleanout troleum tank of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Other bacteria Date installed Tank size /a5'Z�, Compartments Z CleanoutsQY N) Foundation cleanout (DNq .l _Depression (YqS_J). High water alarm (Y >i Alarm tested (Y/N) "(`a Date of pumping 3 0 —'� S_ Pumper T4, SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot ~IIA_ On adjacent lots zoo ` �_ Foundation �5_ To property line /0 f Absorption field � Water main/service line �o Surface water/drainage /DD 72•026(3W)•Front CONTINUED ON BACK PAGE c O Z Z M Y Z 1' fel y C o � me 5 R Z Other bacteria Date installed Tank size /a5'Z�, Compartments Z CleanoutsQY N) Foundation cleanout (DNq .l _Depression (YqS_J). High water alarm (Y >i Alarm tested (Y/N) "(`a Date of pumping 3 0 —'� S_ Pumper T4, SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot ~IIA_ On adjacent lots zoo ` �_ Foundation �5_ To property line /0 f Absorption field � Water main/service line �o Surface water/drainage /DD 72•026(3W)•Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N) High water alarm level Manufacturer Manhole/Access (Y/N) "Pump on" level at 'Pump off" Meets MOA electrical codes (Y/N) SEPARATION on lot D. ABSORPTION FIELD DATA LIFT STATION TO: On adjacent lots Date installed 5--g Y Soil rating (GPD/Ft2) Surface water las ��,82 Length .S_o / Width 2, r Gravel thickness S System type�rf _Total depth Total absorption area J-� S � Cleanout present 6�N) V Depression over field (Y10__/_J Date of adequacy test s�- 3/- 5 S Resu as il) 64&. for y Bedrooms Water level in absorption field before test ao -S 3� r -ow 1,r,;r_ After test 7. S 3eL4,J Dls, P,rr- Peroxide treatment (past 12 months) (� niod i da h,/,(If yes, give date '114 SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot ~//�+ On adjacent lots .2�0 O 1 ¢ Property line /o To building foundation Zo / To existing or abandoned system on lot _ ,I/a On adjacent lots 30 ! i Cutbank A Water main/service line Surface water Driveway, parking/vehicle storage area Curtain drain E. ENGINEER'S CERTIFICATION !4 1 4-- 1 certify that l have checked, verified, or conformed to all MOA and NAA guidelines in effectQR"-Qq of this inspection. ' � a ROBERT C. COWAN ;tra CE-- 8801 - tit. '.�� ..ne.+"• Signature (' Z.� Engineer's Name 1190 YY g 7- C Co W q Date / 3 I S- HAA Fee $ � Date of Payment 6ZZZ / 9 5 Receipt Number 72.026 (3/93)' Back Waiver Fee $ Date of Payment Receipt Number Municipality of Ancho On -Site Water & Wastewater Prog (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS Parcell.D. 050-671416 1. GENERAL INFORMATION Complete legal description MANOR SUBDIVISION; LOT /6? 3-9_ 0 RIV9 JUL 3 0 Z0,5 alb -P Expiration Date: 7—L/—/7 -- Complete —I /— Location (site address) 18926 INSPIRATION CIRCLE, EAGLE RIVER, AK 99577 Current Property owner(s) CULBERT FAMILY TRUST Day phone 441-7491 Mailing address 18926 INSPIRATION CIRCLE, EAGLE RIVER, AK 99577 Real Estate Agent MATTHEW BEX W/ KELLET WILLAIMS Day phone 854-6689 2. TYPE OF DWELLING: M 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 E Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class C Well Community On-site ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance request for. Received by: �� Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ Date of Payment "15- ry/-al, Receipt Number r�++ �b1E-53G COSA # 0$ IN J 1 2)OM P + � D Waiver Fee $ Date of Payment Receipt Number Waiver # Distance: 6. 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(ars) 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. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG provided an engineering evaluation of the well and/orseptic system in accordance with the guidelines and regulations established by the Municigafity of Phone 337-6179 Date -71) I5 M Original Certificate Date: 7' 3 / /'5— The Munici#afity q/�4rrdhorage Develop, amt Services Division (DSD) issues Certificates of Onsite Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineerregistered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory (R.. M115) L Nitrate Advisory Arsenic Advisory Other 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: MANOR SUBDIVISION; LOT Parcel ID: 050-671416 A. WELL DATA COMMUNITY WATER Well type C If A, B, or C provide PWSID# 213637 Well Log (Y/N) _ Date completed Sanitary seal (Y/N) _ res properly protected Total depth ft. Cased to ft. sin above ground) in. FROM WELL LOG!�':AT INSPECTION Date of test Static water level WATER SAMPLE RESULTS: Colifbrm NEG. Colonies/100 ml. Nitrate ND mg./L. Arsenic: NO ug./L. Date of sample: 5/15/2015 B. SEPTICIHOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Tank size 1500 gal. Number of Compartments 2 Foundation cleanout (YIN) YES Depression over tank (Y/N) NO Date of pumping I NEW Pumper C. ABSORPTION FIELD DATA BELOW FINAL GRADE Date installed 7114-1612015 Soil rating .p�r ft2/bdrm) 0_8 System type DEEP TRENCH Collected by: _ Date installed _ Cleanouts (YIN) ft. g.p.m. GEG, Ltd 7/14-16/2015 YES High water alarm (YIN) YES Length 55 ft. Width 2.5 ft. Gravel below pipe 7 ft. Total depth '11.1-13.0 ft. Eff. absorption area 770 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) For 4 bedrooms Fluid depth in absorption field before test = in. Water added _gal. New depth in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date INFORMATION ON 1984 TRENCH IS IN MOA RECORDS: D. LIFT STATION Date installed 7/14-1&2015 Size in gallons ism Manhole/Access (YM) YES "Pump on" level at44 in. 'Pump air level at 42 in. High water alar level at 48 in. Datum BOTTOM OF TANK Cycles tested NEW Meets alar $ circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank1lift station on lot Absorption flaid on lot Public sewer main Sewer /septic service line areas . SERVED BY CLASS "C" WATER SYSTEM On adjacent On adjacent knits manhole/cleanout Holding tank Manure/animalexcrete storage areas SEPARATION DISTANCES FROM SEPTICIHOLDING TANK Ot4 LOT TO: Building foundation 5'+ Property Ane 5'+ Absorption field 5+ Water main 10'+ Water service line 101+ Surface water 1001+ 150'+- CLASS'C" Wells on adjacent lots 16 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 19+ Building foundation 101+ Water main 101+ Water service line IV+ Surface water 100'+ Driveway, parking/vehicie storage 10+ 150'+ - CLASS "C" Curtain drain NONE KNOWN Wells on adjacent kala /6 F. COMMENTS G. ENGINEER'S CERTIFICATION I codify Brat I have determined through fldld inspections and revIOW of Municipal records that the above systems ars in corifornlance with MOA COSA guldellnes In effect on this date. Engineees Printed Name JEFFREY A. GARNESS Date 7�gi Id (Rev.1I=) 1 � IIVSiPIR A' ION -CIR ` E �• __ _—__ N83°30'00 E41,86 �I 'TS i 'v 150' Well Protection- I RSA •00 Easement R _50.00 Y 1D' T & E Easement _r_ N85°48'04"E '141.37 Lot 1 r i °° 49th 6. *,i 7 '4:Y1. 00 7 .Fred Walatka.;s i saw • ° 3255 - S e�e e f PFO p ' . • • ' A�`3 .� EASEMENTS OF RECORD, OTHER THAN ''SSIONA THOSE_ SHOWN ON THE RE=CORDED `NNXN` PLAT ARE NOT SHOWN HEREON. FB 15-4, pg 69-70 BE SCALE: 1 "= 40' Lot 5 REVISED 7-31-15 4W, RECERTIFIED 7-288-15 AS -BUILT NO CORNERS SE7-THIS DATE I hereby certify that I have performed a kloi tgagee's inspection of the following described property:_I Ol 4 MANOR SUBDIVISION_ - Anchorage Recording District, Alaska, and that the improvements situated thereon are wlthio 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 promises in question and that there are no roadways, transmission lilies or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 16th day of M>nY_201 5. FRED WALATKA & ASSOCIATES Engineem aiki Suneyors (907-248-1666) L►J 0 \0' Utility Easement Lot 4 A �onc. Lot 3 Q a block ret. wall (typ) �26.r 7jh L a, ao 220 /0 3.6 OH e _P9 o/-0 2.7 OH /80 ' 3 nq optic vent �� ) p 0 �Q 200' Well Protection fry 1rQ ?o^n,. r'? sok Easement \y o0 e--�Septicvents D 7S / hi tory ° 411 SeptcTd es@�P �e/j, W 11 S 7/r o � Pplip � �s Y 1D' T & E Easement _r_ N85°48'04"E '141.37 Lot 1 r i °° 49th 6. *,i 7 '4:Y1. 00 7 .Fred Walatka.;s i saw • ° 3255 - S e�e e f PFO p ' . • • ' A�`3 .� EASEMENTS OF RECORD, OTHER THAN ''SSIONA THOSE_ SHOWN ON THE RE=CORDED `NNXN` PLAT ARE NOT SHOWN HEREON. FB 15-4, pg 69-70 BE SCALE: 1 "= 40' Lot 5 REVISED 7-31-15 4W, RECERTIFIED 7-288-15 AS -BUILT NO CORNERS SE7-THIS DATE I hereby certify that I have performed a kloi tgagee's inspection of the following described property:_I Ol 4 MANOR SUBDIVISION_ - Anchorage Recording District, Alaska, and that the improvements situated thereon are wlthio 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 promises in question and that there are no roadways, transmission lilies or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 16th day of M>nY_201 5. FRED WALATKA & ASSOCIATES Engineem aiki Suneyors (907-248-1666) L►J 0 Jeff Garness From: Jody Maus Sent: Thursday, July 30, 2015 9:58 AM To: Sonja Blewett, Jeff Garness Subject: RE: Manor L4 The pipe 10 feet of the end of the STEP tank is an inspection pipe for the electrical wiring.. the pipe on the right of the septic tank manhole I believe is the electrical access riser (4"). Walatka is missing the end of the old drainfield on the right side of the deck. Jody From: Sonja Blewett Sent: Wednesday, July 29, 2015 11:59 AM To: Jody Maus <Jody@garnessengineering.com> Subject: Manor L4 Hey Jody, attached is drawing and survey. Thanks! Sonja