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Home My WebLink AboutOVERLOOK ESTATES #3 LT 3OVERLOOK ESTATES t;,q S T.AVfflW Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241195 PID Number: 067-231-16 Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑■ New ❑ Upgrade Name Arctic Valley Construction LLC ABSORPTION FIELD El Deep Trench Wide Trench [:1 Bed El Mound Site Address 27844 Wilde Circle ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade Four(4) 1.0 GPD/SF 6.0 / 6.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 5.5/5.5 Ft. Gravel depth beneath pipe 0.5 / 0.5 Ft. Subdivision Block Lot Overlook Estates #3 3 Fill added above original grade -1.5/-1.6 Ft. Gravel length 60 / 60 Ft. Township Range Section Gravel width 5.0/5.0 Ft_ Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Tank Absorption Field Lift Station Holding Sewer Total absorption area 600 Number of trenches Two(2) Dist. between trenches >6 From Tank Line Ftz Ft. Well >100' >1 00' N/A N/A >25 TANK F21 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer* Capacity 1250 Gal. Surface Water >100' >1 00' N/A N/A Material Plastic Number of compartments Two(2) Lot Line >5 >10' N/A N/A NA Foundation >10' >10' N/A N/A ATION Manufacturer Capacity Remarks Trenches listed north/south Gal. *Shallow burial tank Alarm location Electra Iled by PIPE MATERIAL House to tank D3034 Tank to drainfield D3034 Installer Alex's Enterprise Drainfield D3034 CO/MT D3034 Inspector J. Opheim BENCH MARK (Assumed elevation) 100 ft Inspection 1m 8/30/24 8/30/24 Location and description dates: 2"d Bottom of Siding @ SW Corner 3 r 9/5/24 4 t ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp =` OF Ak ill Conditional Approval: Date '9�4,fi) /r* •49 9*�l TH ' Septic Systeme..; /Zlz, BenCE 125g2iller �F �� Approved `/ Da*ents. �'sl 2/10/25 PROFESS0l� N t� this ap roval does not include well permit require 1� (Rev 05/02/18t/ Benjamin Schiller CE 12592 R E G ISTEREDPROFE S S I O N A L E N GINEER 1"=50' CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND PERMIT # OSP241195 PID # 067-231-16 OVERLOOK ESTATES #3, LOT 3 A B FCO 33.3 MH 54.1 SV 57.4 A B 2CO 68.8 FS 99.5 CO1 101.9 MT1 101.0 61.3 64.1 72.3 60.2 53.1 51.2 FEET 0 50 100 PLAN AS-BUILT 3/3/2025 TH#1 15' TEG E A S E M E N T 4-BDRM HOME WILDE CIRCLE TH#3 DONE BY PANNONE ON 5/18/2020 355 350 345 1250-GAL SEPTIC TANK W/ 20" MANWAY (2) NEW 60' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCHES FCO FS CO1MT1 NEW WELL w/ 100' RADIUS 10' R.O.W . E A S E M E N T 10' R.O.W . E A S E M E N T CAT III ALTERNATE SITE 25' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCH CO3 MT3 CO4 MT4 CO2 MT2 MH SV 2CO CO2 156.2 MT2 156.4 83.2 82.9 CO3 110.5 MT3 111.3 67.7 68.8 CO4 160.6 MT4 161.5 90.8 92.1 C 5.0 C PROFILE AS-BUILT (NO SCALE) 89.2 85.6 89.9 93.9 FC O MH SV PERMIT # OSP241195 PID # 067-231-16 OVERLOOK ESTATES #3, LOT 3 92.7 FINISH GRADE 60' DRAINFIELD ROCK MT 1 TH # 1 GROUNDWATER @ 79.2 6/25/24 86.2 88.7 CO 1 CO 2 81.2 86.2 88.7 94.2 ORIGINAL GRADE MT 2 2C O 89.0 Benjamin Schiller CE 12592R E GISTEREDPROFES S I O N A L E N GINEER 2/25/25 1250 GAL SEPTIC TANK MOA APPROVED SAND 88.288.2 92.5 FINISH GRADE 60' DRAINFIELD ROCK MT 3 TH # 1 GROUNDWATER @ 78.1 6/25/24 86.1 88.6 CO 3 CO 4 81.1 86.1 88.6 94.1 ORIGINAL GRADE MT 4 MOA APPROVED SAND 88.188.1 NORTH TRENCH SOUTH TRENCH Pump Installation Log Arctic Pump & Well Inc . Jim Sullivan PO Box 770197 Eagle River, AK 99577 (907) 688 -2510 (907) 243 -2282 jim@arcticpump.com osp241195 06723116000 7/25/2024 Overlook Est #3 L3 3 Arctic Valley Construction 4605 E Palmer wasilla hw Wasilla AK 99654 8/27/2024 51 Franklin 10FRD05P4-2W230 153 PSI 11 Feet nl Well Drilling Permit Number: Parcel Identification Number: Date Of Issue: Legal Description Lot: Block: Property Owner Name Address: Pump Installaion Date: Pump Intake Depth Below Top of Well Casing: Pump Manufacturer's Name Pump Model: Pump Size: Pitless Adapter Burial Depth: Pitless Adapter Manufacturer's Name Pitless Adapter Installer: Well Disinfected Upon Completion? Method of Disinfection: u/k Yes Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. 5Y Wednesday, August 28, 2024 7/31/24 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 http://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP241195 Work Type: WellSeptic Initial Tax Code Number: 06723116000 Site legal Address: OVERLOOK ESTATES #3 LT 3 G: Site Mailing Address: 27844 WILDE CIR, Eagle River Owner: ARCTIC VALLEY CONSTRUCTION LLC Design Engineer: FORGE ENGINEERING This permit is for the construction of: Q Disposal Field Cif Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date Lot Size in Sq Ft: Total Bedrooms: r- all '.4n h l7eprirrn�z:�nt 7/25/2024 7/25/2025 59440 Q 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 Special Provisions: The Engineer is required to do an additional percolation test prior to construction of the septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. :I f _ r Received By: C 5u�� Date: Issued By: Date: _ `l MUNICIPALITY OF Aftf Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 ON -SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 067-231-16 Property owner(s) Arctic Valley Construction LLC Day phone Mailing address 4605 E Palmer-Wasilla HWY STE B #895, Wasilla, AK, 99654 Site address 27844 Wilde Circle, Eagle River, AK, 99577 Legal description (Sub'd., Block & Lot) Overlook Estates #3, Lot 3 Legal description (Township, Range & Section) Lot Size - 59,440 _Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field FX-1 Initial nX Single Family (SF) Septic Tank ❑ Upgrade R (w/wo ADU) Holding Tank D Renewal D Duplex (D) D Multiple Dwellings ❑ Privy 0 (SF and/or D) Private Well IN Water Storage El 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. 0-, (Signature of property owner or authorized agent) q Z4 Permit/Rush Fees: Date of Payment: tozzp-, 'y Receipt Number: Permit No. 05 P 7- y V 9 _s- Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_'-'- : - � July 8, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Overlook Estates #3, Lot 3 – 27844 Wilde Circle Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 4-bedroom home on the property, so we are submitting this permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home as well as the proposed well, septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot slopes from the road mildly toward the back of the lot. It remains flatter in the area that the new septic system is located. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system . The new trench will be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is located more than 6’ away. Please refer to the attached test hole log, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241195, Curtis Townsend, 07/25/24 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER 1"=50' CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND OVERLOOK ESTATES #3, LOT 3 FEET 0 50 100 SEPTIC PLAN 7/8/2024 TH#1 1 5' TEG EA SEMENT PROPOSED 4-BDRM HOME WILDE CIRCLE TH#3 DONE BY PANNONE ON 5/18/2020 355 350 345 1250-GAL SEPTIC TANK (2) 60' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCHES MAINTAIN MIN 10' SEPARATION FROM PROPERTY LINE AND FROM FOUNDATION FCO FS CO MT PROPOSED WELL w/ 100' RADIUS 10 ' R .O.W. EASEMEN T10' R.O.W. EA S EM E NT CAT III ALTERNATE SITE 25' LONG x 5' WIDE, 0.5' EFFECTIVE DEPTH ABSORPTION TRENCH 10.0 CO MT CO MT CO MT CONFIRMATION TEST HOLE TO BE DUG PRIOR TO INSTALLATION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241195, Curtis Townsend, 07/25/24 OVERLOOK ESTATES #3, LOT 3 TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: <1 MIN/IN APPLICATION RATE: 1 GPD/SF 5' WIDE TRENCH SYSTEM 1250-GAL SEPTIC TANK BOTTOM OF TRENCH: 6' BELOW GRADE FLOW LINE ELEVATION: 5' 6" BELOW GRADE 600 GPD / 1 GPD/SF / 5' WIDE * 1.00 RED FACTOR [0.5' DEEP] = 120' LF TRENCH REQUIRED (120' LF SPECIFIED) 7/8/2024 5' PROVIDE ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 6" 5' 6" GEOTEXTILE FABRIC 6" 2' MOA APPROVED SAND Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241195, Curtis Townsend, 07/25/24 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEPTH (feet) TEST HOLE 1 DATE READING START TIME NET TIME (minutes) DEPTH to WATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING WAS WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING IF YES @ WHAT DEPTH? 0.1 6/17 1 2 3 4 5 6GM (SILTY GRAVEL) Professional Engineers Stamp: YES OVERLOOK ESTATES #3 LOT 3 6/17/2024 067-231-16 ARCTIC VALLEY CONSTRUCTION 10:26 1 0 16 1.5' OB 0:10 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: J.OPHEIM 7 0 16 11.5' 11' 6/25/24 COMMENTS: SITE PLAN 6 0 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 6/26/24 10:26 1 0 160:11 7 0 16 6 0 16 10:28 1 0 160:16 7 0 16 6 0 16 10:29 1 0 160:16 7 0 16 6 0 16 10:31 1 0 160:17 7 0 16 6 0 16 10:32 1 0 160:18 7 0 16 6 0 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241195, Curtis Townsend, 07/25/24 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On Water &Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC251060 Parcel ID 067 -231-16 Expiration Date: 2/18/2026 Legal description OVERLOOK ESTATES #3 LT 3 site address 27844 WILDE CIR Current property owner(s) ARCTIC VALLEY CONSTRUCTION LLC X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: No comments By: Original Certificate Date: 3/5/2025 This rtificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject sy em(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, evelopment 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 A050 Phone: 907-343-7904 Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 067-231-16 Complete legal description Overlook Estates #3 Lot 3 Location (site address) 27844 Wilde Cir, Anchorage, AK 99577 Current property owners) Arctic Valley Construction LLC Day phone 907.841.9503 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS 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: Expedited review requested: ❑■ Distance: 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 $ / 2_0 Date of Payment 2�2y'�z 5 COSA # DSC, 2 -15 1 U 6 D Waiver Fee $ Date of Payment Waiver # COSA Application—June 2022 COSA Checklist_June 2022 COSA Checklist Legal Description: Parcel ID: If more than 1 well and/or 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 Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test?Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank Date of pumping Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field. Per record drawings, field is insulated. 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 Adequacy test date Results Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) in Effective depth used in Effective depth remaining in Comments/Deficiencies: COSA Checklist_June 2022 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 Neighboring Tank > 100’Yes if No ft Absorption Field on Lot > 100’Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’Yes if No ft Holding Tank > 100’Yes if No ft Animal Containment > 50’Yes if No ft Manure/Animal Excreta Storage > 100’ 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’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’Yes if No ft Surface Water > 100’Yes if No ft Wells on Adjacent Lots: Private Wells > 100’Yes if No ft Community Wells > 200’Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS 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 Phone Engineer’s Printed Name Date Benjamin Schiller, P.E. MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT On -Site Water and Wastewater Section www.muni.org/onsite Arsenic Advisory Certificate of On -Site Systems Approval # OSC251060 Subdivision: Overlook Estates #3, Block: , Lot: 3 907-343-7904 Fax: 343-7997 A water sample revealed an arsenic concentration of 16.82 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. FOUND RPCFND RPC ELECT BOXCABLE BOXTELECOMM BOX FND RPC FND RPC PERF PIPE N89° 46' 54"W 248.23' LOT 3 BLOCK 3 59,440 SQ. FT. 1.36 ACRES LOT 4 BLOCK 3 LOT 2 BLOCK 3 WILDE CIR. R.O.W . 15' TEG E S M T . 1.5' CULVERT 3 2 . 0 ' 19.0' 12.0' 12.0' 19.0' 45.5' 3 7 . 5 ' 13.5' 28.0'11.0'5 . 0 ' 2.0' 2.0' 2.0' 2.5' 2.0' 2.0' SINGLE FAMILY HOME DECK PORCH L=192.396, R=974.000 D=11.1903 SEPTIC SEPTIC MANHOLE GAS METER ELECTRIC METER 7 3 . 5 ' 60.0' 14 8 . 4 ' 64.0' N0 ° 1 3 ' 0 6 " E 25 5 . 7 9 ' 100.0' N 1 1 ° 1 9 ' 4 3 " W 2 9 4 . 7 9 ' P A V E D D R I V E Alaska Construction Surveys 907 E Dowling Rd, Suite 10 Anchorage, Alaska 99518 Office: (907) 344-5505 Fax: (907) 344-4775 Email: mcrow@akconstsurveys.com Site: RESIDENTIAL Address: 27844 Wilde Cir. Eagle River, AK Field Survey Date: 02/14/25 Crew: F.C., B.C. Drawn by: F.C. Checked by: M.C. Scale: 1" = 30' Sheet: 1 of 1 ASBUILT SURVEY LOT 3, BLOCK 3, OVERLOOK ESTATES SUBDIVISION ADD. NO. 3 LOCATED IN SW1/4, SEC. 25, T14N, R1W SEWARD MERIDIAN, ALASKA EXCLUSIONS IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENENTS,OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR ESTABLISHING BOUNDARY OR FENCE LINES. ASBUILT CERTIFICATION I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING PROPERTY, LOT 3, BLOCK 3 OVERLOOK ESTATES SUBDIVISION ADD. NO.3, AND THAT NO ENCROACHMENTS EXIST, EXCEPT AS NOTED. ALASKA C CONSTRUCTION A SURVEYS S 28 Feb 2025 Feet 60300