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Home My WebLink AboutMOUNTAIN SHADOWS BLK 1 LT 1s ager � 114 IF s% rh fr f ae:k ,41 0 " At r i `=` separation ,h ". , it well nd „. line shall be �.. ? _ service Municipality of Anchorage 1 On -Site Water and Wastewater Program • (907) 343-7904 DECPla 261iff 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP161343 PID Number: 017-401-06 Dwelling: 0 Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New 0 Upgrade Name: KEN MUELLER ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 9 Other Phone Number of Bedrooms Soil Rating Total depth from original grade 6 1.0 GPD/SF 14 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.0 Ft. Gravel depth beneath pipe 12 Ft. Subdivision Block Lot MOUNTAIN SHADOWS, BLK 1, LOT 1 Fill added above original grade 3+ Ft. Gravel length 19 Ft. Township Range Section Gravel width 19 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 900 Ft Ft. Well 100'+ 50'+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer 4-t w l Pc Capacity I Gal. Surface Water 100'+ -Vc Material Number of compartments Lot Line 10'+ NA Foundation 10'+ LIFT STATION Manufacturer Capacity Curtain Drain UN Gal. Remarks 19'X 19'X 12' DEEP LOG CRIB Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank Tank to drainfield 3�� MIKE ANDERSON Drainfield 3034 CO/MT 3034 Inspector MIKE ANDERSON, P.E. BENCH MARK (Assumed elevation) 108.8 ft Inspddates: 1ections 2nd 5-21-�1� Location and description 3d 4th TOP OF WELL CASING COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Er�e�s Stamp �� N O r - A • ��e1 Conditional Approval: Date �� - oaf t1? ? ee oe0000 oo earn e3 f ooeeo s eo e e n 0 0 o c o e o o e o o• o a �. *� MICHAEL N. ANDUSON, CE 44 9 ., Approved t�,,CA Date N117/116 �kt�eLJ-10�� Inspection Report_9-1-12.doc Permit No. OSP161343 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: MOUNTAIN SHADDOWS BLIK 1, LOT 1 PID No.: 017-401-06 MARK A B col 118 74-6 CO2 V 146 MT1 152 A IVEWAY EXISTING E'LLI j IV '(2) 161\1.KETE TANKS, 750/&,'fO00GALLONS, CLEANED Twi SEPTIC F OT1 L _J APPORX OLD TRENCH LOG CRIB MTH MANHOLE ACCESS b�TQP. _X1 ASBUILT SEPTIC SCALE: 1"=50' COI 1 -0O2 MITI Igo OF FINIIISH CRF R WPIRII� �'RE FABMC 0 ORO AV • AV AV J 49 TH ............ . * ........................ to 0 0 0 .. .. ......................... ".MICHAEL N. ANDERSON:- ;0 N 0C) No. E 46 JAV SEPTIC SECTIO N.T.S. TEST HOLE DRY f2OH5 oGRL · 'ER ANCHORAGE AREA BOF Department of Environmental Quality 3330 C Street Anchorage, Alaska ggS03 IJGH INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTI.:M N A M E~"~,,~"'zz~'""~----~ '- ,/t-t-t-t-t-t-t-t-~ ~'~ ~'/---- -~'~''~ ~ ~' MAILING ADDRESS LOCATION "'¢'~" //~-~'~"~' ~'~':~' LEGAL DESCRIPTION SEPTIC TANK: DISTANCE ,/?/'~/~,-f~- /,,,¢~_.~t~-._,~2'~ NUMBER OF / FROM WELL __~'/~ ' MANUFACTURER ~-~--¥,,"~/'/-'/~¢:~-J",,'~ MATERIAL c2~/)%,.A/~-~_.~ COMPARTMENTS / INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH __.LIQUID CAPACITY /7'-~'~:~ GALLONS, SEEPAGE PIT: NUMBER OF PITS / DIAMETER~.~ OR WIDTH '-- LENGTH --, DEPTH LINING MATERIA ~L,¢¢'~,~¢¢z--¢/~'~- CRIB SIZE: DIAMETER ,'~ DEPTH / DISTANCE FROM: WELL BUILDING FOUNDATION~z¢ ~ NEAREST LOT LINE~q~ ~ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~-~ SQ. FT. ADDITIONAL ABSORPTION DEPTH ,.~'~,"~-,"?¢~-¢?,¢'~ /,-~'~ DISTANCE FROM: BUILDING NEAREST NEAREST S E PT I C/~_//,~/, SEEPAGE FOUNDATION/~ /~ LOT LINE /~' ~- , SEWER LINE TANK ;¢',/~ - , SYSTEM CESSPOOL /(./~/¢/4~-, OTHER SOURCES APPROVED DISAPPROVED D I STA N C ES: INSTALLED BY: /~,,//¢~'~ LOT SLOPE: REMARKS: .~-~,,~/~,-~//~/~- Form No. EQ-031 DIAGRAM OF SYSTEM DATE GREA, ER ANCHORAGE AREA BO[~UGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TELEPHONE 279-8586 PERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION OF; SEPTIC TANK SEEPAGE PIT DRAIN FIELD - OTHer FINAL INBPECTION= 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THI= HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMENTS DRAIN FIELD FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK ~/~ , SEEPAGE Pit ::'~'~[~'~ DRAIN FIELD TO NEAREST LOT LINE. / WELL TO SEPTIC TANK %-~'/' SEEPAGE PIT-----/ DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK /¢) seePAGe Pit DRAIN FIELD SEPTIC TANK, '~ , SEEPAGE PIT /~ DRAIN FIELD TO RIVER, LAKE, ~TREAM. CA~T IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROS~[NG GAP OF ~XCAVATION 5 FEET INTO UNDISTURBED FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO ~3OROUGH REGULATIONS REGARDING INSTALLATION. DIAGRAM OF SYSTEM '~'~-al~.~,: ANCHORAGE AREA BOROUG~I DEP,. MENT OF F~i~,'iRON),!~..',,?.,L Oi.,Ai 3500 TUDOR ROAD ANCHORAGE, AEASKA 99502 CASE # Performed For Alas-can Enterprises Legal Description: Lot 1 This Form Reports Date Performed 10/18/71 Block 1 Sub--ion Mountain Sho~ ers S o i 1 s--L-O-g_ ~ ×~ ~est Depth ___Feet I2~ _ ___ Soil Characteristics Gray and brown sandy gravel and silty sandy gravel (GM) layered and interbedded Was Ground Water Encountered? no If Yes, At What Depth? Date I Gross l'ime Reading Net Time Depth to H20 Net ~ro~.p r~oposed Inital-[~-~i--O~.:--' Seepage Pit Dra~ Depth Of ~nlet . ~ ~ 'n Fie'Id COMMENTS: ' uepth To Bottom Of Pit ~-~ Tr~ 165. s____~u~re feet o£ dralna.e area is rec/u±red er bed_room. -~ ~ ~ ~ ~ -- .~"-~J~fo n a 1 Te s t in~g_~vs Inc. Date: ' NUISANCE COMPLAINT FORM Complainant's Name: / S t r e e t A d d r e s s :. ~_~J~ Phone No3~'~'-/&.~?_ ..... Box No. Description of Complaint: Name of Person Against Whom Complaint is Made:~~-~-'% ..,d'~? -~'' ~ /: z''. '. '. '. '. '. '. '. '. '~': Owner of Property Where Nuisance Exists: ~~~~-- Owner' s Address: ~::~~:n?: ~/~--~ Phone No, ~~ Location of Complaint: .j~~ ~/ ~m~/~ Comp'l ai nt: ~~ ~. Date: + Person Receiving I certify that such statement of facts is true to the~est~of my be- lief and knowledge, I request that the foregoing matter be investi- gated and that appropriate action thereafter be taken. I am willing to testify to the facts stated in the foregoing complaint in court if necessary. Complainant REPORT OF ACTION TAKEN Investigator: Date Investigated: Action Taken: ~'--~,? / DATE COMPLAINANT WAS CALLED REGARDING DISPOSITION OF COMPLAINT: MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Parcel ID 017 -401-06 Certificate of On -Site Systems Approval OSC251204 Expiration Date: 4/16/2026 Legal description MOUNTAIN SHADOWS BLK 1 LT 1 Site address 8335 E 130TH AVE Current property owner(s) MUELLER ROYCE KENSTON & X The On-site system(s) is/are approved for 6 bedrooms A Conditional approval for bedrooms, with the following stipulations: Comments or conditions: Waiver OSV161140 has been amended to 83 feet. Original Certificate Date: 7/11/2025 Thi,s.��Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject sd;tem(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 Absorption Field Advisory Tank Age Advisory Other Well Flow Advisory Nitrate Advisory X Arsenic Advisory 1. GENERAL INFORMATION Parcel I. D. 017-401-06 Complete legal description Location (site address) MOUNTAIN SHADOWS BLOCK 1 LOT 1 8335 E 130th AVENUE ANCHORAGE, ALASKA 99516 MUELLER ROYCE KENSTON & DEBRORA ANN Current property ownerk's), 2. ON-SITE SYSTEMS SIZED FOR 6 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: 1110-11 Private Well serving # dwelling units R Other Non-public well as regulated by MOA F] Water Storage ❑ Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: H Private Septic ❑ Private Septic serving 2 dwelling units 0 Holding -1 _--k -E-1 communi+ Septic or PublicqcaiAmar J '.' ly __ .. —1 5. SEPTIC TANK: R Steel R Plastic N Concrete R Fiberglass Age 51 _ See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: 0 AWWTS F] Bed F] Deep Trench n Wide Trench X Seepage Pit Waiver request for: Expedited review requested: 7 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 Application—Ap2025.doc COSA Checklist.docx COSA Checklist Legal Description: MOUNTAIN SHADOWS BLOCK 1 LOT 1 Parcel ID: 017-401-06 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 *160 est. ft Cased to *27 ft (apparently into bedrock) Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 4/15/25 Static water level at beginning of test 45 ft. Well production at time of test 3.5 gpm Water storage tank volume None gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate 6.46 mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date 4/16/25 Comments One Stop Services located septic service line & separation is 25’+. Sullivan scoped well – see attached letter*. B. TANK DATA Measured operating fluid level in septic tank 41” Date of pumping 4/16/25 (SAME LEVELS EACH TANK) Required maintenance completed, if AWWTS Comments: Concrete Tanks (1000 gal & 750 gal) C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 5/21/17 ALL standpipes present per record drawing Total measured depth from existing grade 12.8 ft (max) Measured depth to pipe invert from grade *3 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective. (ED) 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) N If yes, enter date Adequacy test date 4/15/25 Results Pass Fluid depth prior to test 18 in Water added 1100 gal New fluid depth 28 in Elapsed time 1440 min Final fluid depth 18 in Absorption rate 900 gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 144 in (MOA 12’ ED) Effective depth used 18 in (Final Fluid Depth) Effective depth (ED) remaining 126 in Comments/Deficiencies: Per observations and MOA insp. report. *Mike Anderson installed additional fill 7/11/25. COSA Checklist.docx 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 *83 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 **2 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 *Per attached letter regarding OSV161140 Waiver. **Exact unknown dimensions of tanks, but tank appears to be more on property than the existing waiver & recent as-built survey. 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 05/29/2025 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 & 05/29/25 pcn Municipality of Anchorage 0 ..`� Uc�%n•nncnc P.O. Box 196650 0 4700 Elmore Road Anchorage. Alaska 99519-6650 0 (907) 343-7904 o Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program Y Y Y X VARIANCE/WAIVER REVIEW * Y x X Waiver#: OSV161140 COSA#: Permit#:OSP161343 PID#: 017-401-06 Legal Description: Mountain Shadows Block 1 Lot 1 Engineer: Mike N. Anderson Al Applicant: Ken Mueller Your request for a waiver of the required 100 feet horizontal separation fro , the septic tank s to q q P the private well has been approved. The approved separation distance is �,t"0 feet. In addition, 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 26.0 feet. And your request for a waiver of the required 5 feet horizontal separation from the septic tank to the property line has been approved. The approved separation distance is 2.0 feet. This waiver approval applies to the existing septic tanks and proposed absorption field only. Any future upgrade to the on-site wastewater disposal system 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: a � _-2G' 17 Approved by: M161''o 1 Name of Reviewer ............................................... ■ ............................ 0 ■ 1 **** VARIANCE/WAIVER REVIEW **** 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / FirstWaterAK@gmail.com May 29, 2025 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: MOUNTAIN SHADOWS BLOCK 1, LOT 1 – WELL TO SEPTIC TANK WAIVER The approved 2018 MOA inspection report notes the existing concrete tanks to the well to be 90’. No survey could be located from the owner or previous engineer, Mike N Andeson, PE. Per the recent survey it appears that the well to closest septic tank cleanout is approximately 88’ and we respectfully request the existing waiver OSV161140 be amended to 83’ and no additional fees be required. This tank is significantly (20’+) below the well in elevation with no possibility of effluent reaching the well and these concrete tanks do not pose an impact to the existing well. For this and previous information provided, this waiver should be correctly reissued. The existing septic service line was also located and is 25’+ from the well. Granting the continuation of this encroachment and amending this waiver to properly correct this separation is warranted per these justifications. Please contact us if you have any questions. Respectfully, Curtis Huffman, P.E. Attachments: COSA Docs Date: 5/21/25 P.O. Box 670269 Chugiak, AK 99567 P: (907) 688-2759 F: (907) 688-2259 Brent Western Re: 8335 E. 130th Ave. ,Anchorage Well Scope Results The well was inspected from 0-147 feet. We saw nothing that would contribute to elevated nitrate levels. The casing was in good condition with no holes, cracks, or broken welds. The Shoe was firmly seated into the bedrock with no water leaking into the well from the casing / bedrock transition. The pitless area was sealed well and no moisture could be seen coming from behind it. Well Information Total Depth: 160’ (estimated) Static water level: 36’ Casing: 27’ Pump depth: 147’ MUNIIPALITY OF ANCHORAGE C DEVELOPMENT SERVICES DEPARTMENT( � 907-343-x'904 Cin -Site water and wastewater Section �\ '; Fax: 343-7997 www.muni.org/onsite Nitrate Advisory Certificate of On -Site Systems Approval # OSC251204 Subdivision: Mountain Shadows, Block: 1, Lot: 1 A water sample revealed a nitrate concentration of 6.46 milligrams per liter (mg/Q. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/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. Since nitrates are known to slowly increase, we recommend you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. Mailing Address PLO Box 196650 * Anchorage, ACaska 99519 6650 *www muni org Nitrate Fact Sheet From Northern Testing Laboratories, Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. 1Yla�ingAddress P 'O Box"196650 *,Anchorage, Alaska 9519 66�a0 * www muni arg _ LEGEND FOUND 5/8" REBAR, NO CAP DECK/BOARDWALK EDGE OF ASPHALT FOUND 3.25" ALUM. CAP ON 1/2" ROD RECORD DATA PER PLAT #71-168 SEPTIC PIPE SANITARY SEWER MANHOLE WELL 36.0 ' 28.4' 68.5'32. 4 ' 32.5' 4.0' RE S I D E N C E TIMBERLINE SURVEYING AND MAPPING 17035 BARONOFF AVE EAGLE RIVER, AK 99577 907-242-5320 ryan@timberlinealaska.com FILE NO.: 25.090 SCALE: 1" = 30 FEET DATE: 5/1/2025 SHEET: 1 of 1 MOA GRID: SW2841 SCALE: 1" = 30 FEET(11"x17") 30'0' 60' AS-BUILT OF: ADDRESS: 8335 E 130TH AVE, ANCHORAGE, AK LOCATED IN: ANCHORAGE RECORDING DISTRICT LOT 1, BLOCK 1MOUNTAIN SHADOWS SUBDIVISIONPLAT #71-168