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Home My WebLink AboutT12N R3W SEC 33 LT 161 T12N R3W SEC 33 Lot 161 #018-281-09 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of ON-SITE WASTEWATER INSPECTION REPORT i Permit Number: OSP251023 PID Number: 018-281-09 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: 0 N�w ❑ Upgrade Name JOHNSON ABSORPTION FIELD 0 Deep Trench ❑ Wide Trench ❑ bed ❑ Mound Site Address 14940 ELMORE RD ❑other Phone Number of Bedrooms Soil Rating Total depth fro original grade 4 0.6 GPD/SF 10 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.0 Ft. Gravel depth beneath pipe 8 Ft, Subdivision Block Lot T12N R3W SEC 33 LT 161 Fill added above original grade 2.5 Ft. Gravel lehgth 63 is Ft. Township Range Section Gravel width 2 Ft. Beds: Number of Lines istence between lines I Ft_ SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches ist. between trenches From Tank Field Tank Line 1008 Ft2 Ft. Well 1001+ 100'+ 50'+ TANK p Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity GREER/ANCH TANK 1250 Gal. Surface Water 100,+ 100 Material Number of compartments Lot Line 10'+ 10'+ NA PLASTIC 2 Foundation10'+ 10'+ LIFT STATION Manufacturer Capacity I Remarks i Gal. Alarm location Electrical i stalled by PIPE MATERIAL House to tank 3034. Tank to dreinfield 3034 Installer MIKE N ANDERSON Drainfield 3t]34 CO/MT3034 Inspector MIKE N ANDERSON BENCH MARK (Assumed elevation) 99 ft Ins dactiontes: f" 2/5/25 2/7/25 Location and description 2w TOP OF MH LID 3'° 41h ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date rrA i : • • • " ° • • ' ° A • `�r•t'. n •\ ,� i t � Septic Systefn Approved ! �� !L� ��, �-�--- Dat. MICHAEL IF cC � stile. • •, OC 11. ana�ns:;� • - .. 946.9 r2�•`�`'u J oe: this approval does not include well permit requirements. r � • t (Rev u5m2l7 W - I Permit No. OSP251023 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: T12N R3W SEC 33 LT 161 VACANT LOT \ MARK A B C01 10 38 CO2 13 41 TC01 17 45 TCO2 21 50 CO3 25 53 C04 26 54 C05 32 55 CO6 78 73 / MT 71 70/ SHED / ❑ EXISTING TANK AND CRIB DECOMM. I I 1 L1 \ i CO3&4� �C01 \ / / C05 X11 &2 \ B lH#1 •II I I / 1250 ASI tll • � \\ MT1 I / \ C06 � 1 I wELLI ASBUILT I SCALE: 1"=50' I WELL v PID No.: 018-281-09 I I 3ENC ,TOP OF i i i N PLASTIC 4ANK— SEPTIC SECTION DRY ® DEC 2024 N.T.S. DF. q �1 i 49 TH, MICHAEL N. ANDERSON: �Z= No. CE 9469 0'� 10-25 9� via I I I I 3ENC ,TOP OF i i i N PLASTIC 4ANK— SEPTIC SECTION DRY ® DEC 2024 N.T.S. DF. q �1 i 49 TH, MICHAEL N. ANDERSON: �Z= No. CE 9469 0'� 10-25 9� via MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP251023 Work Type: Septic Upgrade Tax Code Number: 01828109000 Site Legal Address: T12N R3W SEC 33 LT 161 G:3135 Site Mailing Address: 14940 ELMORE RD, Anchorage Owner: JOHNSON WALDO M Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: 2/5/2025 2/5/2026 108900 ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing 0 Special Provisions: A test hole is required prior to construction of the absorption field, in the location shown on the site plan, to confirm minimum separation to impermeable soil and seasonal high groundwater, as well as percolation rate. Construction may proceed at your own risk prior to 7-day groundwater monitoring. If results require a design change, construction shall stop pending approval of a change order. Please submit results with the inspection report (or change order, if required). Received By: A 7� Date: Issued By: Date: Z 2-/J2S_ Hefty Drilling Inc. Date: 1/20/25 3540 Akula Dr. Anchorage, AK 99516 (907) 345-0593 Site:14940 Elmore heftydrilling@aol.com - e-mail www.heftydrilling.com - website Well Camera Inspection Report Well Cased 40’+ - Yes Casing breaks or leaks above 40’ – No Well head stick up 18” - Yes Condition of well cap & conduit - New Comments: 105.5’ Total Depth of Well 67’ SWL Test Pumped at 5GPM. Well stabilized at 76’ Water samples taken with can kit. Installed 7GOM Sta-Rite Pump 80’ new PVC and wire Inspected by: Dylan Kay ……………………………. ON -SITE SEPTICIWELL PERMIT APPLICATION Parcel I.D. 018-281-09 Property owner(s) JOHNSON Mailing address 14940 ELMORE RD Site address SAME Legal description T12NR3WSEC 33 LT161 Number of Bedrooms 4 Engineering Firm MIKE N ANDERSON Building Permit Number Day phone Not Applicable 9 APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Absorption Field Z Initial Septic Tank El Upgrade ❑ Holding Tank ❑ Renewal Privy ❑ Well ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: Permit/Rush Fees: —q '2 Waiver Fees: Date of Payment: 1 7 Date of Payment: Permit No. 05 /0 2 Waiver No. Jan. 25, 2025 Municipality of Anchorage Development Services Dept. On-Site Water & Wastewater Section Anchorage, Alaska 99519 Phone 343-7904 Re: Septic permit Legal: T12N R3W SEC 33 LT 161 To Whom it may concern: This is a request for a septic permit on the above referenced lot. A single tests hole was excavated and found silty gravel GM and silty sand SM for the entire 16.5 foot depth. The perc rate was 29 minutes per inch with no water found during or after the 7-day monitoring period. The slope at the leach field area is 4-5 percent. This new septic design will not impact any of the surrounding properties. Sincerely Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251023, Curtis Townsend, 02/05/25 SEPTIC FIELD SECTION DESIGN CRITERIA: 8.0' EFFECTIVE 4 BDRM X 150 = 600 GPD SOILS = 600/0.6 = 1000 GPD 1000 GA/16 = 63' 2.0' WIDE 63' LONG (1) TRENCH 10.0' DEEP 2. 0 ' 2.0' -10.0 -2.0 TOPSOIL & SEED FILTER FABRIC SEWER ROCK 4"Ø PIPE GRADE 1"=200' PROPERTY LINE EXISTING HOUSE EXISTING CRIB TO BE DECOMMISSIONED PER UPC, EDGE OF CRIB TO BE INVESTIGATED, MAINTAIN 2X THE EFFECTIVE DEPTH BETWEEN NEW AND OLD SYSTEM SCALE: DJRDRAWN: DATE: T12N R3W SEC 33 LT 161 Anchorage, Alaska JOHNSON 1/23/2025 -SHA N D Y C T - PROPOSED NEW TANK AND FIELD & INSULATION WEL L WELL WELL WELL WELL -E L M O R E R D - 33' BLM EASEMENT -1.0 -16.5 TH#1 TEST HOLE DRY DEC. 2024 SM/GM 2ND TRENCH, CLASS III SYSTEM, EFF 6' X40, NEW TEST HOLE REQ. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251023, Curtis Townsend, 02/05/25 GRAVEL ROADWAY N 0 0 0 9 ' W 3 2 9 . 9 3 E L M O R E R O A D 33' PATENT RESERVATION 1"=50' EXISTING HOUSE LOT LINE TO BE STAKED, 10' OFF SET REQ. SCALE: DJRDRAWN: DATE: T12N R3W SEC 33 LT 161 Anchorage, Alaska JOHNSON 1/23/2025 D R I V E W A Y WELL CO CO WELL WELL WELL TH#1 NEW 1250 GALLON STEP PLASTIC SEPTIC TANK MAINTAIN 10' TANK TO HOUSE AND 5' FROM TANK TO FIELD 4-5% SLO P E SHED SHED NO SLOPES > 25% OR WATER WITHIN 100' OF SITE SHED 2ND SYSTEM, 6' EFF X 40', APPLICATION 2.0 GPD/SF Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251023, Curtis Townsend, 02/05/25 Municipality of Anchorage Development Services Department ' Onsite Water and Wastewater Section 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 / (907) 343-7904 Soils Log - Percolation Test Performed For: TSU . c eta t.\��Tti 1t J...................... to ... f .,." FdiGrStiR h� AtuJ ! � 1 tt CE 9469 ,, r Uate Renormea: z 0 ( LS Legal Description: 1��--. /'� �. V I (,Q Township, Range, Section: / Z Slope fl 7 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- 5 r WAS GROUNDWATER ENCOUNTERED? 5 L IF YES, AT WHAT DEPTH? Depth to Water After P Monitoring? �.� E Dale: Cite plan PERCOLATION RATE 'l 1- (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN_ FT ANDFT COMMENTS PERFORMED BY: �� I CERTIFY THAT THIS TEST VYAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DAi; E: Z Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251023, Curtis Townsend, 02/05/25 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: _______________ Date of Issue: ____-____-____ Parcel Identification Number: ____-____-____ Legal Description Block Lot Property Owner Name & Address: Pump Installation Date: _____-_____-_____ Pump Intake Depth Below Top of Well Casing: __________ feet Pump Manufacturer’s Name: ___________________________ Pump Model: _____________________________________ Pump Size: ____________hp Pitless Adapter Burial Depth: _________ feet Pitless Adapter Manufacturer’s Name: _________________________ Pitless Adapter Installer: ____________________________ Well Disinfected Upon Completion? XX Yes No Method of Disinfection: _____________________________ Comments: Pump Installer Name: __________________________________ Company: ___________________________________________ Mailing Address: ______________________________________ City: ___________________ State: __________Zip: _________ Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. N 89 59' 09" W 329.60 QUONSET BUILDING 0 N 48.3 � NE LOG SNEO BUILDING ZI' 1 wELL--------------------------------- =-------------- - ti �0\�5� 68.2 ; o y �F C�- i � z 0 W w N, ------------- ------------ -------------------------------- -------------------------------------------------------------------------------- 33' PA TENT RESERVA TION ----------------------------- --------------------- OF q 49 TH 'A, <i SHANE A. HOLT LS-6914 0` < ,�\,°fessiona\ Vo THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES ANDIOR EASEMENTS; AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES. EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT, ARE NOT SHOWN HEREON ( UNLESS INDICATED) NOTE. FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. ANY PAVING SHOWN HEREON MAYBE APPROXIMATE DUE TO EXCESSIVE SNOW ANDIOR ICE. AS-BUILT SURVEY 1 " = 40' NO CORNERS SET THIS DATE I FI HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT161 SECTION33 T12N, R3W. S.M. ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE,ALASKA THIS 27 TH DAY OF JANUARY , 2025 HOLT LAND SURVEYING 9309 GROVER DRIVE ANCHORAGE,AK 99507 223.8615 375caGCI NEZ 16195 240-9 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC251048 Parcel ID 018 -281-09 Expiration Date: 1/20/2026 Legal description T1 2N R3W SEC 33 LT 161 Site address 14940 ELMORE RD. CABIN Current property owner(s) JOHNSON WALDO M X The On-site system(s) is/are approved for 4 bedrooms By: Conditional approval for bedrooms, with the following stipulations: Comments or conditions: Original Certificate Date: 2/24/2025 Thiss09�rtificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject s�tem(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Service Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory X Other MUNICIPALITY OF Development Services Department On -Site Water & Wastewater Section ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 018-281-09 Complete legal description Location (site address) T12N R3W SEC 33 LT 161 14940 ELMORE RD Current property owner(s) JOHNSON 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: ❑■ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ❑■ Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel ❑■ Plastic ❑ Concrete ❑ Fiberglass Age NEW - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Distance: Expedited review requested: ❑ By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ Z 0 Date of Payment ZZ / y ZS COSA# - - 0. C_2S10�t a Waiver Fee $ Date of Payment Waiver # COSA Application—June 2022 Legal Description: COSA Checklist T1 2N R3W SEC 33 LT 161 ParcellD: 018-281-09 If more than 1 well andlor septic system on lot, provide separate checklist. Structure served by this system _ A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled `UN Total depth UN ft Cased to `120 ft V Sanitary seal is functioning correctly Q Wires are properly protected Casing height (above ground) 24 in. Date of flow test for COSA 1/20/25 Well production at time of test 4+ opm Water storage tank volume 0 gallons Well disinfected for coliform test? 9 Yes ❑ No 0 Coliform bacteria is Negative Nitrate mg/L X Nitrate less than MRL (ND) Arsenic 11.1 ug/L ❑ Arsenic less than MRL (ND) Collected by 1/20/25 Static water level at beginning of test 41 ft. Date 1/20/25 Comments * HEFTY DRILLING DID WELL TESTING AND INSTALLED NEW PUMP B. TANK DATA Measured operating fluid level in septic tank NEW Date of pumping NEW ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) NEW N ALL standpipes present per record drawing Total measured depth from grade 12.5 ft (max) Measured depth to pipe invert from grade 4.5 It (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insulated. ❑M Monitor tubes go to bottom of effective. If not, state depth into effective _ ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) If yes, enter date Com ments/Deficiencies: COSA Checklist—June 2022 C. LIFT STATION ❑ Required maintenance completed Age of lift station _ years Lift station material Comments: Adequacy test date NEW Results QPass Fluid depth prior to test _ in Water added _ gal New fluid depth _ in Elapsed time _ min Final fluid depth _in Absorption rate 600+ gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 96 in Effective depth used 0 in Effective depth remaining 96 in E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Yes if No _ ft Community Sewer Manhole/Cleanout > 100' ❑i Yes if No _ ft ❑E Yes if No _ ft Neighboring Tank > 100' Q Yes if No _ ft Private Sewer/Septic Line > 25' Q Yes if No _ It Absorption Field on Lot > 100' ❑� Yes if No _ ft Holding Tank > 100' Q Yes if No _ ft Neighboring Absorption Fields > 100' Animal Containment > 50' Q Yes if No _ ft ❑i Yes if No _ ft J%_1'• MICHAEL N. A.>VULCN r' Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑m Yes if No _ ft Q Yes if No _ ft ❑ N/A - Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' ro-1 Yes if No _ ft Surface Water > 100' ❑� Yes if No _ ft Tank to Property Line > 5' Yes if No _ ft Field to Property Line > 10' Yes if No _ ft Water Main > 10' Yes if No _ ft Water Service Line > 10' Q Yes if No _ ft F. ENGINEER'S COMMENTS Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' ❑� Yes if No ❑� Yes if No _ ft If tank or field is under driveway comment below G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below. I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm A1110 "-H �rt�erya.l li��, Phone 727-8864 Engineer's Printed Name fru vti +�, Date 'Z/ t`f(2 c • J%_1'• MICHAEL N. A.>VULCN r' C 9469 COSA Checklist June 2022 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT On -Site Water and Wastewater Section www.muni.org/onsite Arsenic Advisory Certificate of On -Site Systems Approval # OSC251048 Subdivision: T12N R3W, Block: Section 33, Lot: 161 907-343-7904 Fax: 343-7997 A water sample revealed an arsenic concentration of 11.1 micrograms per liter (ug/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Information on arsenic is available from the On -Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. N 89 59'09 " W 329.60 OF q 49 TH 'A, <i A � SHANE A. HOLT �� t Qpm LS -6914 o`O� ,�\,°fessiona\ Vo N 89 59'09 " W 329.60 THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES ANDIOR EASEMENTS; AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES. EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT, ARE NOT SHOWN HEREON ( UNLESS INDICATED) NOTE. FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. ANY PAVING SHOWN HEREON MAYBE APPROXIMATE DUE TO EXCESSIVE SNOW ANDIOR ICE. LEGEND • SEWER SYSTEM PIPE AS-BU/L T SURVEY If' =401 NO CORNERS SET THIS DATE I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT 161 SECTION 33 T12N, R3 W. S. M. ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE,ALASKA THIS 11 TH DAY OF FEBRUARY , 2025 HOLT LAND SURVEYING 9309 GROVER DRIVE ANCHORAGE,AK 99507 16195 240-9,28 2238615 375LaGC/NET QUONSET BUILDING 0 N 48.3 � �E �0 LOG BUILDING ZI' 1 WELL-------------------- = _-------------_ _ 0\ 68.2 ; o • M. H. _ Za • o� DECK O I h W W N, ------------- ------------ -------------------------------- -------------------------------------------------------------------------------- 33' PA TENT RESER VA TION ----------------------------- --------------------- OF q 49 TH 'A, <i A � SHANE A. HOLT �� t Qpm LS -6914 o`O� ,�\,°fessiona\ Vo N 89 59'09 " W 329.60 THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES ANDIOR EASEMENTS; AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES. EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT, ARE NOT SHOWN HEREON ( UNLESS INDICATED) NOTE. FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. ANY PAVING SHOWN HEREON MAYBE APPROXIMATE DUE TO EXCESSIVE SNOW ANDIOR ICE. LEGEND • SEWER SYSTEM PIPE AS-BU/L T SURVEY If' =401 NO CORNERS SET THIS DATE I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT 161 SECTION 33 T12N, R3 W. S. M. ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE,ALASKA THIS 11 TH DAY OF FEBRUARY , 2025 HOLT LAND SURVEYING 9309 GROVER DRIVE ANCHORAGE,AK 99507 16195 240-9,28 2238615 375LaGC/NET