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Home My WebLink AboutLAKEWOOD HILLS #2 LT 24AMv r�- o t 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?  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. Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231237 PID Number: 015-135-19 Dwelling:❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: X New ❑ Upgrade Name Bradley Company LTD LLC ABSORPTION FIELD Q Deep Trench [I Wide Trench E] Bed E] Mound Site Address 10581 Hillside Dr ❑ Other Phone (907) 345-8153 Number of Bedrooms 5 Soil Rating 1.2 Total depth from original grade 10.7 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.7 Ft. Gravel depth beneath pipe 8.0 Ft. Subdivision Block Lot Lakewood Hills #2 24A Fill added above original grade 0.0 Ft. Gravel length 40 Ft. Township Range Section Gravel width 3.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 640 Ftz 1 N/A Ft. Well >100' >100' N/A N/A >25 TANK 0 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Greer 1500 Gal. Surface Water >100' >100' N/A N/A Material Plastic Number of compartments 2 Lot Line >5 >10' N/A N/A NA Foundation r>1 ' > 10' N/A N/A L ATION Manufacturer Capacity Remarks Tank rated for 10' burial Gal. Alarm location Electric ailed by Installer PIPE MATERIAL House to tank D3034 drainfield Tank to D3034 Whitters Excavating Drainfield D3034 CO/MTD3034 Inspector Ben Schiller BENCH MARK (Assumed elevation) 100 ft Inspdection 1-8/20/24 8/20/24 Location and description 2nd Bottom siding NE corner 3rd 4th ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date *: �sTH ,* r r -x r:::}.... Benjarnl naSchiller : Ir �� .�6, CE 12592 k`��/� — Septic Syste � ` /, � - Approved Dat c r . �� ASC_ P6/16/26 tl �orl ss�oN4... N :this approval does not include well permit requirements. trtev u5iu7 PROFILE AS-BUILT (NO SCALE) 94.2 88.5 94.8 97.5 FC O MH SV PERMIT # 0SP231237 PID # 015-135-19 LAKEWOOD HILLS #2, LOT 24A 1500 GAL SEPTIC TANK 96.9 ORIGINAL & FINISH GRADE 40' DRAINFIELD ROCK MT 2 TH # 2 NO GROUNDWATER 8/2/24 86.2 94.2 CO 2 CO 1 78.9 86.2 94.2 MT 1 2C O 94.0 Benjamin Schiller CE 12592 R E GISTEREDPROFE S S I O N A L E N GINEER 6/16/26 2" INSULATION 2" INSULATION ALTERNATE SITE CAT III SYSTEM 5-WIDE TRENCH, 30' LONG, 0.5' E.D. Benjamin Schiller CE 12592R E GISTEREDPROFE S S I O N A L E N GINEER 1"=50' 40' LONG x 3' WIDE, 8' EFFECTIVE DEPTH ABSORPTION TRENCH 1500-GAL SEPTIC TANK CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND 2CO TH#1 PERMIT # OSP231237 PID # 015-135-19 LAKEWOOD HILLS #2, LOT 24A A B FEET 0 50 100 HI L L S I D E D R I V E 5-B D R M H O M E 790 PLAN AS-BUILT 6/16/26 800 830 820 810 CO2 CO1 FCO MT2 MT1 NEIGHBORING SEPTIC SYSTEM NEIGHBORING SEPTIC AREA TH#2 WELLS > 100' FROM PROPERTY LINE FOR LOTS 6 AND 7 MHSV EXISTING WELL A B FCO MH 23.7 SV 26.3 2CO 28.3 CO1 28.4 MT1 26.8 CO2 44.3 13.4 22.7 26.5 29.0 48.3 43.6 30.1 MT2 38.129.0 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Well Log Permit Number: #__________ Date of Issue: ________ Parcel Identification Number: __________________ Date Started: _________ Date Completed: _________ Is well located at approved permit location? Yes No Legal Description:_________________________________________________________________________ Property Owner Name & Address: _______________________________________ _______________________________________ _______________________________________ Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Method of Drilling air rotary cable tool Casing type: _________ Wall Thickness: inches Diameter: inches Depth: feet Liner Type: _________ Diameter: inches Depth: feet Casing stickup above ground: feet Static water level (from ground level): feet Pumping level: feet after hours pumping gpm Recovery Rate: gpm Method of Testing: _________ Well Intake Opening Type: Open End Open Hole Screened Start feet Stopped feet Perforations Start feet Stopped feet Grout Type: _________ Volume: _________ Depth: _________ Start feet Stopped feet Well Disinfected Upon Completion? Yes No Method of Disinfection: Comments: Well Driller: _____________________________ Company: _____________________________ Mailing Address: _____________________________ Water Sample Results: Arsenic: _________ ug/L Nitrates: _________ mg/L Total Coliform Bacteria:_________ colonies/100mL Attention: The well driller shall provide a well log to the On-site Water and Wastewater Section within 30 days of completion. 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: OSP231237 Work Type: WellSeptic Initial Tax Code Number: 01513519000 Site Legal Address: LAKEWOOD HILLS #2 LT 24A G:2540 Site Mailing Address: 10581 Hillside DR, Anchorage Owner: BRADLEY COMPANY LTD LLC Design Engineer: FORGE ENG This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: ,�plcnt \0 Dellartill ell t 8/24/2023 8/23/2024 46200 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 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 CQ L®C��iorn Sz /q 1 19 RMEIVLRI y; T_.SScte Issued By: Date: Date: 5 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-135-19 Property owner(s) Bob Bradley Mailing address P.O. Box 110226, Anchorage, AK 99511 Site address 10581 Hillside Drive, Anchorage, AK 99507 Day phone (907) 345-8153 Legal description (Sub'd., Block & Lot) Lakewood Hills #2, Lot 24A Legal description (Township, Range & Section) Lot Size 46,200 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑X Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade pg ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: RZ IJ Date of Payment: B�Z�Z3 Receipt Number: O / y 310 Permit No. 05.p,? -3 �- Permit App__'- :- ._..:c Waiver Fees: Date of Payment: Receipt Number: Waiver No. August 23, 2023 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Lakewood Hills #2, Lot 24A - 10581 Hillside Dr Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 5-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. The ground surface on the lot slopes moderately down at the front of the lot, but is flatter in the area of the home and septic location. There are no slopes greater than 25% within 20 feet downslope of either the primary or alternate site. There is a short slope within 50’ of the primary site that drops greater than 25% and less than 46%, but that slope drops less than 10’ and meets the Steep Slopes criteria of muni code. 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 wil l be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. 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 logs, 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 OSP231237, Deb Wockenfuss, 08/24/23 LAKEWOOD HILLS #2, LOT 24A L�� GE ENGINEERING -. A:40.lit r TM *+rl Benja i Schiller -2592 mw / 7128123 Aw PROFESSIONa�,r�- SEPTIC PLAN 1 50 100 ilm FEET 111=50' LEGEND CO -CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE I i i I LOT 2 r } I WELLS > 100' FROM PROPERTY LINE I FOR LOTS 6 AND 7 40' LONG x T WIDE, 8' EFFECTIVE DEPTH ABSORPTION TRENCH HAMFTONI NILS I MT L. C0 TH#'o _ _ , -- Co i 0TH#2 2CO w g FCO 1500 -GAL ALTERNATE SITE SEPTIC TAN CAT III SYSTEM m 5 -WIDE TRENCH, 30' LONG, 0.5' E.D. L6 LOT 24A II NEIGHBORING SEPTIC SYSTEM W - I NEIGHBORING SEPTIC AREA GE ENGINEERING -. A:40.lit r TM *+rl Benja i Schiller -2592 mw / 7128123 Aw PROFESSIONa�,r�- SEPTIC PLAN 1 50 100 ilm FEET 111=50' LEGEND CO -CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LAKEWOOD HILLS #2, LOT 24A LLOl DESIGN FACTORS: SYSTEM REQUIREMENTS: 750 GPD PEAK FLOW DEEP TRENCH SYSTEM PERK RATE: 3.7 MIN/IN 1500 -GAL SEPTIC TANK APPLICATION RATE: 1.2 GPD/SF 750 GPD / 1.2 GPD/SF / (8' DEEP - 2 WALLS) = 39.1 LF TRENCH REQUIRED (40 LF SPECIFIED) BOTTOM OF TRENCH: 12' BELOW GRADE FLOW LINE ELEVATION: 4' BELOW GRADE ADD ADDITIONAL SOIL TO ENSURE MINIMUM COVER AFTER SETTLEMENT :-:OTEXTILE FABRIC PERFORATED PVC OLES DOWN) RAINFIELD ROCK TYPICAL TRENCH SECTION NOTES: (NO SCALE) 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE SOF 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 - �-" q. - I *� - N 9t l .......... .......... Benja • ' Schiller CE 12592 U28123 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? 1.7 7/12 1 2 3 4 5 6 GM (SILTY SANDY GRAVEL) Professional Engineers Stamp: NO Lakewood Hills #2 Lot 24A 7/12/2023 015-135-19 Bob Bradley 3:00 3 0 16 1' OB 4:57 Benjamin Schiller CE 12592REGISTEREDPROFESSION A L E N GINEER PERC TEST LOCATION TECHNICIAN: M. Jakubisin 9 0 16 - - 7/19/23 COMMENTS: SITE PLAN 6 0 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 7/20/23 3 0 167:26 9 0 16 6 0 16 3 0 169:00 9 0 16 6 0 16 3 0 1610:00 8 15 16 5 15 16 3 0 1610:00 8 15 16 5 15 16 3 0 169:35 9 0 16 6 0 16 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231237, Deb Wockenfuss, 08/24/23 DEPTH (feet) 1- 2- 3- 4- 5- 6- 7- 8- 9- 10 11 12 13 14 15 16 17 18 19 SOILS LOG AND PERCOLATION TEST E N G I N E E R I N G LEGAL DESCRIPTION: LAKEWOOD HILLS #2 LOT 24A PERFORMED FOR: BOB BRADLEY DATE: 7/26/2024 PARCEL ID#: 015-135-19 ZEST HOLE 2 GM (SILTY SANDY GRAVEL) NO WAS WATER ENCOUNTERED? - IF YES @ WHAT DEPTH? NONE DEPTH TO WATER AFTER MONITORING 8/2/24 DATE OF MONITORING DATE READING START TIME NET TIME (MINUTES) DEPTH TO WATER (INCHES) NET DROP (INCHES) 8/2 1 10:21 30 1 10 7 �0 6 %6 2 10 1 0 4 �6 3 %6 3 10 1-1 3is 2106 4 10 1 16 3136 2 %6 5 10 1 is 3 6 2 %6 6 10 1 0 3 i 2 12Y16 7 10 1 16 316 2 1Y6 PERCOLATION RATE: 3.7 (MIN/INCH) COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED SITE PLAN TECHNICIAN: J. OPHEIM 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 OSC261205 Parcel ID 015 -135-19 Expiration Date Legal description LAKEWOOD HILLS #2 LT 24A Site address 10581 HILLSIDE DR Current property owner(s) DIAZ SALVADOR P X The On-site system(s) is/are approved for 5 bedrooms Conditional approval for Comments or conditions: By: r% 5/28/2027 bedrooms, with the following stipulations: Original Certificate Date: 6/24/2026 This Cerfificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(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 Other Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcell.D. 015-135-19 Complete legal description Lakewood Hills #2, Lot 24A Location (site address) 10581 Hillside Dr Current property owner(s) Bradley Company LTD LLC Day phone (907) 345-8153 2. ON-SITE SYSTEMS SIZED FOR BEDROOMS 3. TYPE OF WATER SUPPLY: RN Private Well serving # dwelling units 0 Other Non-public well as regulated by MOA M Water Storage r_1 Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: RN Private Septic E] Private Septic serving 2 dwelling units M Holding Tank M Community Septic or Public Sewer 5. SEPTIC TANK: R Steel X Plastic F1 Concrete R Fiberglass Age G2 - See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: 0 AWWTS ❑ Bed RN Deep Trench R Wide Trench R 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 $ Date of Payment COSA # Waiver Fee $ Date of Payment Waiver # COSA Application—Apr2025.doc COSA Checklist_May2025.docx 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. DISPOSAL 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_May2025.docx E. SEPARATION DISTANCES From Well on Lot to:(Please enter distances if less than required) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’Yes if No ft Disposal Field on Lot > 100’Yes if No ft Neighboring Disposal Fields > 100’ Yes if No ft Sewer Line/Main > 100’ Yes if No ft Sewer Manhole/Cleanout > 100’ Yes if No ft Sewer Service/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 Disposal Field(s) on Lot to:(Please enter distances if less than required) Tank to Foundation > 10’Yes if No ft Field to Foundation > 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/Service Line > 10’Yes if No ft Surface Water > 100’Yes if No ft Wells on Adjacent Lots: 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 LOT 6 REBAR .----- C` C BGG !1M LOT IUTILITY I ALUMINUM UTILITY PEDESTALS zx N 00001'49" W 165.00' o - - - - - *.-'4- HILLSIDE DRIVE - - - - = .•4 T ' 1 22 2Co i u SaIL o _� 0 20' 40' i� s ' , LS -14837 EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED SUBDIVISION PLAT (2002-163) ARE NOT SHOWN HEREON. THIS DOCUMENT DOES NOT CONSTITUTE BOUNDARY SURVEYAND IS SUBJECT TO ANY INACCURACIES THATA SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. UNDER NO CIRCUMSTANCES SHOULD ANY OF THE DATA HEREON BE USED FOR CONSTRUCTION OF FENCES, IMPROVEMENTS, OR FOR ESTABLISHING PROPERTY BOUNDARIES. THIS SURVEY REPRESENTS A MORTGAGE LOCATION SURVEY PREPARED IN ACCORDANCE WITH THE ASPLS MORTGAGE LOCATION SURVEY STANDARDS. THIS MORTGAGE LOCATION SURVEY SHOULD ONLY BE USED FOR A SINGLE PROPERTY TRANSACTION. RE -USE OF THIS DRAWING BY THE ORIGINAL CLIENT OR BY OTHERS, FOR ADDITIONAL USES ATA LATER DATE WITHOUT EXPRESS CONSENT OF THE SURVEYOR ISA VIOLATION OF FEDERAL COPYRIGHT LAW. UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE LIABILITY EXTENT OF THE PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES COLLECTED FOR SERVICES IN PREPARATION OF THIS PRODUCT. JOB # 26109 I NO CORNERS SET THIS DATE I SCALE 1" = 40' AS -BUILT I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: LOT 24A, LAKEWOOD HILLS SUBDIVISION No. 2 ANCHORAGE RECORDING DISTRICT, ALASKAAND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST EXCEPTAS INDICATED. DATED THIS 19th DAY OF MAY, 2026, AT ANCHORAGE, ALASKA. FIXED HEIGHT, LLC C.O.A.122554 Land Surveying Services WWW.FIXEDHEIGHT.COM 600 W 41 st. Ave, Ste. C, Anchorage, AK 99503 907.290.8949