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Home My WebLink AboutROLLING HILLS VIEW ESTATES BLK 4 LT 7Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number:.OSP251151 PID Number: 050-322-09 Dwelling: Z Single Family (SF) F1 with ADU El Duplex (D) El Two Single Family Project: El New Z Upgrade Name DUSTIN J MCLEMORE ABSORPTION FIELD - EXISTING F-1 Deep Trench El Wide Trench E] Bed n Mound Site Address 18812 UPPER SKYLINE DRIVE, EAGLE RIVER ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 1 3 GPD/SF ITotal Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot ROLLING HILLS VIEW ESTATES 4 7 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES i I To Septic Absorption Holding Sewer i Lift StationTank Total absorption area Number of trenches Dist, between trenches From Tank Field Line Ft' Ft. Well *88'+ 25'+ TANK 0 Septic El S.T.E.P. E:1 Holding El Other Manufacturer GREER Capacity 1000 Gal. Surface Water 100'+ Material HDPE Number of compartments 2 Lot Line 10'+ NA Foundation 10'+ LIFT STATION Manufacturer Capacity Gal. Remarks Tank insulated 4" top & 2" sides. 3BR house. *Waiver — WR#070037. Deep -burial septic tank. Alarm location Electrical installed by Tankto PIPE MATERIAL House to tank 3034 drainfield 3034 Installer Bolinder Excavating, LLC Drainfield CO/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspection Is' 6/3/25nd 6/4/2025 Location and description dates: 2 3° 4h BOTTOM OF SIDING ON-SITE WATER AND WASTEWATER SECTION APPROVAL k A4..' kk Conditional Approval: Date AW 11 -- -------- )01W . ......... Septic Syste Approved= Curtis Huffman ?611. CE 128991 6 1 D a Ile 06/09/25 . �Note: 'Aw PROFESSO is approval does not include well require ents. permit R ev 7 02/18) 6.9 ' 40.2' 26 . 3 ' 39.6' 4. 9 ' 32.7' 24 . 3 ' 32.1' 12.2'x 1 0 . 3 ' SHED 3BR R E S I D E N C E PID:050-322-09 PERMIT:OSP251151 FIRST WATER CONSULTING ROLLING HILLS VIEW ESTATES B4, L7 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 r D(-partinent On -Site Wastewater Disposal System Permit Permit Number: OSP251151 Effective Date: 5/20/2025 Work Type: SepticTank Upgrade Expiration Date: 5/20/2026 Tax Code Number: 05032209000 Site Legal Address: ROLLING HILLS VIEW ESTATES BLK 4 LT 7 G:0254 Site Mailing Address: 18812 UPPER SKYLINE DR, Eagle River Owner: MCLEMORE DUSTIN J & Lot Size in Sq Ft: 40075 Design Engineer: FIRST WATER CONSULTING Total Bedrooms: 3 This permit is for the construction of: ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ 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: Waiver 070037 is renewed and continued for this septic tank install. The approved separation distance from well to new septic tank is 88'. nitrate concentrations from the well on this property are as follows: 2007 - nitrate concentration 3.37 mg/L 2009 - nitrate concentration 7.6 mg/L 2014 - nitrate concentration 4.1 mg/L 2025 - nitrate concentration 4.16 mg/L Received By: C s �ll'� 7-0 Issued By: /___ Date: Date: MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-322-09 Property owner(s) DUSTIN MCLEMORE & LINDSAY WALLS Day phone Mailing address 18812 UPPER SKYLINE DRIVE EAGLE RIVER, ALASKA 99577 Site address 18812 UPPER SKYLINE DRIVE EAGLE RIVER, ALASKA 99577 Legal description ROLLING HILLS VIEW ESTATES BLOCK 4 LOT 7 Number of Bedrooms 3 Engineering Firm FIRST WATER CONSULTING Building Permit Number Not Applicable FM APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Absorption Field El Initial ❑ Septic Tank El Upgrade Holding Tank El Renewal El Privy n Well EJ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: wad Permit/Rush Fees: Waiver Fees: Date of Payment: Permit No. Date of Payment: Waiver No. Distance: 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! May 16, 2025 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: ROLLING HILLS VIEW ESTATES BLOCK 4 LOT 7 The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic tank on the above referenced lot. We propose to install a 1000-gallon HDPE deep-burial septic tank per the attached design to serve the existing 3 -bedroom residence. We also request continuance of the existing waiver WR#070037 to the well & septic tank of 88’ be amended for this new tank install for the previous supporting rationale. We have also attached the recent nitrate levels, which are like past samples & further indicate continuance of this waiver. We would recommend a 1500-gallon HDPE tank be installed for current functionality and future consideration or flexibility. No groundwater was noted in the MOA on-site file, but if groundwater is encountered during installation an epoxy coated steel septic tank may be required. The lot and area are served by private water and any encroaching wells, easements, … must be staked prior to construction. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251151, Curtis Townsend, 05/20/25 6.9 ' 40.2' 26 . 3 ' 39.6' 4.9 ' 32.7' 24 . 3' 32.1' 12.2'x10.3' SHE D 3BR R E S I D E N C E FIRST WATER CONSULTING NO ADJACENT PRIVATE WELLS WITHIN 100' OF PROPOSED SEPTIC TANK ROLLING HILLS VIEW ESTATES B4, L7 DESIGN DETAILS: Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251151, Curtis Townsend, 05/20/25 LEGEND FOUND 5/8" REBAR, NO CAP EDGE OF GRAVEL DRIVEWAY/PAD DECK FENCE EDGE OF ASPHALT FOUND 3.25" ALUM. CAP RECORD DATA PER PLAT #P-624 SEPTIC PIPE WELL 6.9' 40.2' 26.3' 39.6' 4.9' 32.7' 24.3' 32.1' 12.2'x10.3'SHED RESIDENCE TIMBERLINE SURVEYING AND MAPPING 17035 BARONOFF AVE EAGLE RIVER, AK 99577 907-242-5320 ryan@timberlinealaska.com FILE NO.: 25.099 SCALE: 1" = 30 FEET DATE: 5/7/2025 SHEET: 1 of 1 MOA GRID: NW0254 SCALE: 1" = 30 FEET(11"x17") 30'0' 60' AS-BUILT OF: ADDRESS: 18812 UPPER SKYLINE DR, EAGLE RIVER, AK LOCATED IN: ANCHORAGE RECORDING DISTRICT LOT 7, BLOCK 4ROLLING HILLS VIEW ESTATESPLAT #P-624 Received Date/Time 05/02/2025 9:36 05/01/2025 19:12Collected Date/Time 1251752001 Matrix SGS Ref.# Client Sample ID Spigot Client Name Project Name/# Printed Date/Time 05/15/2025 15:11First Water Consulting Services (FWCS) Technical Director Stephen C. Ede RollingHillsView EstatesB4,L7 Drinking Water Sample Remarks: Parameter Results LOQ Units Method Allowable Limits Prep Date Analysis Date InitContainer ID Metals by ICP/MS HBL05/08/25EP200.8ug/LArsenic 05/07/25ND5.00 (<10)B Waters Department AJP05/14/25SM21 4500NO3-Fmg/LTotal Nitrate/Nitrite-N 4.16 0.200 (<10) C Microbiology Laboratory HBL05/02/25SM21 9223B100mLE. Coli Negative 1 A HBL05/02/25SM21 9223B100mLTotal Coliform Negative 1 A 2 of 5 i 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 IPHONE J [] UPGRADE NAME MAI LING ADDRESS LEGAL DESCRIPTION LOCATION Well Absorption area . Dwelling ~ Z Manufacturer ~ Liq capacity in ga OhS ~ Inside length ' i ' /~.~ I. HOMEUAD.: Manufacturer Q I I Well / ~Foundation ~ I DISTANCE TO: I ~Z INo.oflines ILength°feach]ineN/ T°t~llength°flines --~ I ~ ~ ~ Top of tile to finish gralde ~ ~aterial beneath tile ~ Length · I Width ~ Depth ~ ~ Woll Bui din~ foundatiofi DISTANCE TO: ~, --~/~ ~ C~ass Depth Driller ~ Building found~io~ z Sewer line DISTANCE TO Material OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER REMARKS Nearest lot line Trench width inches inches Width Material Total effective absorption area NO. OF BEDROOMS PERM'T 7 No. of compartments Liquid depth PERMIT NO. Liquid capacity in gallons PERMIT NO. Distance between lines Total effective absorption area PERM,T NO. ¢ Nearest lot line Distance to lot line PERMIT NO. Absorption area(s) A~81~ 9957~ ~' ' \'¢ 8 2 5 "' :iii; T R E E T E HF(iiL. E:E M I _J. i:J'F~' ;-;~S "3L 'I"H F '] P .:' COI'-,!ST ER TYF'E OF' S 3 '[ L i:'.:IE',SORP'T' ! ON SYSTEM L I::' '.:~9'qPi.~F~9 S(;!LtFIRE F'EET i"iF~X!i'iUM NUME~ER OF:' 8EDI:;;:OOMS = ]; SOIL RFt"!"!NG THE LENGTH DZMENSZOi",! ZS THE L. ENGTH (ZN F'EET> OF THE TRENCH (:)R DRFIIt',II:::'ZELD. THE [:,EPTH OF FI TRENCH OR PIT iS THE D ZSTt~NCE BE'T~,iEEh! THE SURFFICE OF THE GROUND RI',E:, THE BOTTOM OF THE E;4CFI',,,'RTZON (ZN FEET>. THE GRFtVEL. DEPTH Z:E; THE I"!ZNIMUM DEPTH OF GRF!',/EL. BEt"!,.IEE!q THEE OUTFRLL P ZF:'E RN[:, THE BO]"TOM OF' THE' EXCt::I',/RTZON (ZN FEET). i::'ERM :[ "[I I::iF'PL :!; CF!NT HI:::iS THE [.IESF' :::,~.t:~' I [:iii i L t '1"'¢ TO t NFORM 'T'H ! S DEF'fiR]"MEt',!T [;,t.jF: t ~.,I13 THE _ * ,, c' ,,-i:::!D,)'I:::ICENT "t"(] "t"I...i:I::~E; PI:;'-::'FF'T'T' I:~',![::' THE ZNS'T'FIL.!._FY!"!F:t',! iNSPECT'il]NC: OF H!,! b,,....Lr ...... i",iUMBER F'iF RES 'i' l'~'~l['t '" [;;'c; "i'" ..F . ..... ................ fhh: THE ,.:E't ~ k!t!....L SERVE. !"!:[Ni'MUt'i .C,!STfTNCE BETI-,!EE:I'.,i FI 14ELL. F!t'.,!C, f::tNY ON-:i::;ITE SE!.,tt::~,CiiE [,'> ],' E~POi!ii;[::iL S'.r'STEM :B3E~ F:'EET F:'OI:;;'. !::i PRik.-'F:F.f'E HELL ('.'IR J..5!;i~ TO 20Et FEE'T FROM F:! PUBLIC i.,.!EI,...L.. L!PON THE 'YCPE (:iF:' F'UE;L.!C I,.!E]_L.. i"!INIML!M [:,]:STRi',!CE F'ROM FI F;R!',/RTE MEL. L, TO F! PR;F. VBTE SE!.,!ER L.t!'-,IE IS ;;;]:5 FEE'T Rl",i[) TO I:::! COPiML!N I T"r' :i~:;Eb. IER L. :f NE ! S ?"5 FEET. O"FHER RiE(;!U ]; REMEN'FS MFI'¢ RPF'L'T'. SPEC i F :[ C!::f'F I O!',!S Rt"~[:' CONSTF-:U(.'.': 'I[I ;[ 01',1 [:' I FI(:.;;RRMS RRE Fi'v'R l' LFI!!;L.E TO :[ !".iSURE F'i:;i:OPER I i",t:!~:iT!::ILLF:iT ]: i' CERT ]; F"¢ T["if:i",i'' :i.: :~ F. ii"! FF:iMIL_IFIR l.,.iITi-.! '!"HE REX;~UtREi'iE]',iTS F'OR ON-:~i;Z]"E SEHERS FIN[:, b.!ELL,S I::~S SET FORTH Eft./ Til4E MLI!'..!ICIPF!LIT'¢ OF t:::!NCHORF!G!E. 2: t HILL tNS]"F!L.L THE SYSTEM IN FE::CORDF!NCE I.,.!ITH THE CODE:E;. PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 ~. 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19- 20- COMMENTS SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVl RONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST [] PERCOLATION TEST SLOPE DATE PERFORMED: ~7 SITE PLAN IF YES, ATWHAT II / E DEPTH? Gross Net Depth to Net Reading Date Time / Time Water Drop / PERCOLATION RATE TEST RUN BETWEEN /FTAND (minutes/inch) __ FT CERTIFIED BY: DATE: 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 OSC251227 Parcel ID 050 -322-09 Expiration Date: 5/1/2026 Legal description ROLLING HILLS VIEW ESTATES BLK 4 LT 7 Site address 18812 UPPER SKYLINE DR Current property owner(s) MCLEMORE DUSTIN J & X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: No comments M_ Original Certificate Date: 6/16/2025 Thisi.edificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject sy m(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 X Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other t$ / Development Services Department On -Site Water & Wastewater Section Phone: 907-343-7904 Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 050-322-09 Complete legal description ROLLING HILLS VIEW ESTATES BLOCK 4 LOT 7 Location (site address) 18812 UPPER SKYLINE DRIVE EAGLE RIVER, AK 99577 Current property owner(s) MCLEMORE DUSTIN & WALLS L% Day phone 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY: F Private Well serving # 1 dwelling units ❑ Other Non-public well as regulated by MOA ❑ Water Storage ❑ Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: n Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel X Plastic ❑ Concrete ❑ Fiberglass Age NEW _See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS n 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 $ 5Mn Date of Payment 6a/10J'�- COSA # 0Sc 2S! ;;Q :2 Waiver Fee $ Date of Payment Waiver # COSA Application Ap2025.doc COSA Checklist_May2025 copy 3.docx COSA Checklist Legal Description: ROLLING HILLS VIEW ESTATES BLOCK 4 LOT 7 Parcel ID: 050-322-09 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 Unknown Total depth *226 ft Cased to *40+ ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 15 in. Date of flow test for COSA 5/6/2025 Static water level at beginning of test 21 ft. Well production at time of test 0.49 gpm Water storage tank volume 300 gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate 4.16 mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date 5/1/2025 Comments *Per Arctic Pump & Well 2007 report in MOA files. B. TANK DATA Measured operating fluid level in septic tank NEW Date of pumping Required maintenance completed, if AWWTS Comments: NEW TANK C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. DISPOSAL FIELD DATA Which system tested (date installed) 7/21/1982 ALL standpipes present per record drawing Total measured depth from grade 3.8 ft (max) Measured depth to pipe invert from grade 3.5 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 2000 gallons 5/5/25 date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date 5/6/2025 Results Pass Fluid depth prior to test 1 in Water added 450 gal New fluid depth 2 in Elapsed time 30 min Final fluid depth 1 in Absorption rate 450 gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 6 in (MOA 0.5’ ED) Effective depth used 1 in Effective depth remaining 5 in Comments/Deficiencies: COSA Checklist_May2025 copy 3.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 *88+ 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 *WAIVER – WR#070037 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 FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 06/09/2025 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 06/09/25 ANCHORAGEMUNICIPALITY OF DEVELOPMENT SERVICES DEPARTMENT 907343-794 4 On-site water and wastewater Section �m Fax: 343-7997 www.muni.orgjonsite Well Water Advisory Certificate of On -Site Systems Approval # OSC251227 Subdivision: Rolling Hills View Estates, Block: 4, Lot: 7 This well's productivity was determined to be .49 gallons per minute. The recommended well productivity under (AMC 15.55) for a 3 -bedroom residence is .31 gallons per minute or 150 gallons per day per bedroom. Although the subject well currently exceeds this minimum recommendation, the production capacity can fluctuate and may be insufficient to meet your needs. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. 6.9' 40.2' 26.3' 39.6' 4.9' 32.7' 24.3' 32.1' 12.2'x10.3'SHED RESIDENCE LEGEND FOUND 5/8" REBAR, NO CAP EDGE OF GRAVEL DRIVEWAY/PAD DECK FENCE EDGE OF ASPHALT FOUND 3.25" ALUM. CAP RECORD DATA PER PLAT #P-624 SEPTIC PIPE WELL SEPTIC TANK LID TIMBERLINE SURVEYING AND MAPPING 17035 BARONOFF AVE EAGLE RIVER, AK 99577 907-242-5320 ryan@timberlinealaska.com FILE NO.: 25.099 SCALE: 1" = 30 FEET DATE: 6/9/2025 SHEET: 1 of 1 MOA GRID: NW0254 SCALE: 1" = 30 FEET(11"x17") 30'0' 60' AS-BUILT OF: ADDRESS: 18812 UPPER SKYLINE DR, EAGLE RIVER, AK LOCATED IN: ANCHORAGE RECORDING DISTRICT LOT 7, BLOCK 4ROLLING HILLS VIEW ESTATESPLAT #P-624