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Home My WebLink AboutK & S LT 158AK&$ Lo1' 158A #051-232-62 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT • " 907-343-7904 On -Site Water and Wastewater Section Fax: 343-7997 www.muni.org/onsite Well Decommissioning Log Legal Address: Subdivision Klit' Block Lot 15 T R Section Lot On -site Water & Wastewater Section certified contractor performing the well decommissioning: NI "/DGcr l,/�,{ Signature: e� Jn{'/'��{ /'"�i Cf�"a`��VG Well decommissioning date o 23 25 Method of decommissioning: AMC 15.55.0601.1 a. ❑ b. ❑ C. Location: Use the space below to provide a drawing of the property showing the following items: • North arrow • Decommissioned well location Location of other water wells on the property Two separate swing -tie distances for each well shown on the drawing Note: The swing -tie distances shall be measured from either permanent structures or the property corners. .L Z�O*. E G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Well Decommisioning form.doc W d Nrre I U W LIA Municipality of Anchorage APR 0 42018 On -Site Water and Wastewater Program • (907) 343-7904 Page / of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: as ( Z QO PID Number: d S! ?3z 491z Dwelling: Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) ProjectKrNew ❑ Upgrade Name: ABSORPTION FIELD ❑ Deep TrenchShallow Trench ❑ Bed E]Mound Address f �le?-o /[3�VEr�� 4 Other Phone p S-3 Number of Bedrooms Soil Rating Total depth from original grade l� � 0 "" O � GPD/SF s Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3,S Ft. Gravel depth beneath pipe / S Ft. Subdivision Block Lot/ 4 ��/ / ' Fill added above original grade -t- Ft. Gravel length b 7Q Ft. Township Range Section Gravel width ,5 Ft. Beds: Number of Lines _ Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer. Total absorption area Number of trenches/ Dist. between trenches From Tank Field Tank Line 500 Fe Z@ 39 / Ft. Well lOt7 a 4 �,�. _ r ZSI TANK Xseptic ❑ S.T.E.P. ❑ Holding ❑ Other Manufactu er �� Capacity n A ... I.� 7i-" , I � /, �V Gal. Surface Water �oa /aQ _ .- Material S % Ff �_ Number of compartments Z Lot Line 5 �4 - NA Foundation ��f Q ��. -- LIFT STATION Manufacturer Capacity Gal. Curtain Drain :o / s� Remarks L G7... / /V6 �,�jrf yt//� 4 . 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 /� � 3c)3 drainfield Jho F Drainfield D363CO/MT X36 BENCH MARK (Assumed elevation) (f Q ft Inspector A f V Inspection�� //0-1 2� / dates:: Location and description i 3"'/0/7//,r 4m COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engin,eees•Skamp [ ALC^CiC ' 4, Conditional Approval: Date f ,'? �' °` }t %`v. En, fJ -� �•> SIS,-^ E C.l! Jl�p. a \• � Approved 1�,C' ��_ Date IQPU�L vi i r UPUJ i ,J- i- i c.uuc L158B Well New Gallo Sept F L158B S Septic MT fc Alternate Tr( CAT III Syste ST1 11 34 ST2 19 41 DCO 25 46 C01 44 43 MT1 40 42 CO2 59 62 CO3/FS 45 61 MT2 56 60 K & S SUBDIVISI❑N 1" = 40' L❑T 158A RECORD �= LAYOUT W � WASTEWATER RECORD L _ SEPTIC SYSTEM/WELL I°°t12/4/18 +•��OF NOR THRI M ENGINEERING PO Box 770724 spa. ow Eagle River, Alaska 99577 1 c£ -rias 907.694.7028 �� 27/18 K & S SUBDIVISI❑N 1" = 40' L❑T 158A RECORD �= LAYOUT W � WASTEWATER RECORD L _ SEPTIC SYSTEM/WELL I°°t12/4/18 m ( Q 0 f P� 00 C!1 0 0 7) <_+ 0 I\ � (/) s rD Q 0 ro ,D -3 DN Q :3 C!1 h mno 0 s QOQ 0 A 0 0 c m 0 Zz o Ao OD O C) ` v y v rrl Q N o O T~ C+ OD(0 0 N m —� r� < ro fll;' If < p< J: 0 ,D 10 1 h Q c+ Q 00 :3 o A OD (� J U1 V) rI I W F9 u :5- 90 m m H J C� l J i Q V) V) ., F9 (� Q �;0 3 ro tj < 0 Q1+ Z7 o O :5 -9 ro rH V)I (D 00 00 I Ell Q S h R) F 0 0 X i 00 0 a Ul -5 03 V o D C 0 m td tj :E Q H h ro C A H II 0 0 Cilz 0 \ � Fi W \ v O W m ( Q 0 f P� 00 C!1 0 0 7) <_+ 0 I\ � (/) s rD Q 0 ro ,D -3 DN Q :3 C!1 h mno 0 s QOQ 0 A 0 0 C7 p QQ ro:5 0 �o m < ro Q < `+ ID p o 0 o 0 Ln- ro :54�1 (n �,D it CD (_Jl Q 0 c+ n M ro n s ro m 0 ro < Q C+ 0 m M r� < ro 0 pp p< 0 ,D o Q c+ Q 00 :3 o W td c+ :5- m m i Q Q c� 0 Q C7 p QQ ro:5 0 �o m < ro Q < `+ ID p o 0 o 0 Ln- ro :54�1 (n �,D it CD (_Jl Q 0 c+ n M ro n s S❑ILS LOG - PERC❑LATI❑N TEST CRTk, I M ENGINEERING Performed For: K &S Date Performed: 10/6/16 Legal Description; K & SLot 158A DEPTH (FEET) Organic SM Sand w/ Gravel Low Silt T,H, Location: See Attached Design Groundwater? Yes Depth 14' Water Depth After Monitorino,11" Date: 10/15/16 # Date 2.- Net Time 3 Net Drop 5 10/15 7 - �. ... 7" -- 2 10/15 10 - 10 min, 11 - 3,5" 12 - 10/15 13 -- 14 - -- 15 - 10/15 16 - 17 - 3.5" 18 - 10/15 19 - LOm. 20 - -- Organic SM Sand w/ Gravel Low Silt T,H, Location: See Attached Design Groundwater? Yes Depth 14' Water Depth After Monitorino,11" Date: 10/15/16 # Date Gross Time Net Time Depth Net Drop 1 10/15 0 -- 7" -- 2 10/15 10 10 min, 10.5" 3,5" 3 10/15 12 -- 7" -- 4 10/15 22 10,5" 3.5" 5 10/15 25 LOm. 7// -- 6 10/15 35 , 10.5" 3.5" 7 10/15 37 -- 7" -- 8 10/15 47 10 min, 10.5" 3.5" 9 10/15 50 -- 7„ -- 10 10/15 1 60 10 min. 10.5" 3.5" 21 - Percolation Rate 3 min,/inch Perc Hole Diameter 6" Test Run Between 3' and 4' Comments Presoaked. M as ar d to nearest 1 /16th inch. Performed By NorthRim Eng, I 15� CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE, DATE 10/15/16 NORTHRIM ENGINEERING PO Box 770724 Eagle Rlvwr Alaska 99577 907.694.7028 k CE -4= s'" o� TESTH❑LE LOG GE❑TECHNICAL MMM 10/15/16 12 STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING, LAND & WATER Alaska Hydrologic Survey WATER WELL LOG Revised 08/18/2016 Drilling Started: ____/____/______ Completed: ____/____/_______ Pump Install: ____/____/_______ City/Borough Subdivision Block Lot Property Owner Name & Address Well location: Latitude Longitude Meridian ____________ Township ______ Range _______ Section _______ , _____ 1/4 of _____ 1/4 of _____ 1/4 of _____ 1/4 BOREHOLE DATA: (from ground surface) Suggest T.M. Hanna’s hydrogeologic classification system* https://my.ngwa.org/NC__Product?id=a185000000BYub3AAD Depth From To Drilling method:  Air rotary,  Cable tool,  Other Well use:  Public supply,  Domestic,  Reinjection,  Hydrofracking  Commercial,  Observation/Monitoring,  Test/Exploratory,  Cooling,  Irrigation/Agriculture,  Grounding,  Recharge/Aquifer Storage,  Heating,  Geothermal Exploration,  Other Fluids used: Depth of hole: __________ ft Casing stickup: ___________ft Casing type: __________ Casing thickness: _________ inches Casing diameter: _________ inches Casing depth: __________ ft Liner type: _________ Depth: _____ ft Diameter: _____inches Note: Well intake opening type:  Open end,  Open hole, Other Screen type: _________, Screen mesh size: ____________ Screen start: ________ ft, Screen stop:________ ft, Perforated  Yes  No Perforation description: Perf from: ________ ft, Perf to: _______ft, Perf from: ________ ft, Perf to: ________ ft Gravel packed  Yes  No Gravel start: ______ ft , Gravel stop:______ ft Note: Static water (from top of casing): _______ ft on____/____/_____ Artesian well  Pumping level & yield: ______ feet after _____ hours at _____ gpm Method of testing:__________________________________________ Development method:______________ Duration: ____________ Recovery rate: _________ gpm Grout type: _________________ Volume __________________ Depth: From ___________________ft, To ___________________ft Final pump intake depth: __________ ft Model: _______________ Pump size: _____________ hp Brand name: __________________ Include description or sketch of well location (include road names, buildings, etc.): Was well disinfected upon completion?  Yes  No Method of disinfection: Was water quality tested?  Yes  No Water quality parameters tested: Well driller name: .................................................................................. Company name: ................................................................................... Mailing address: .................................................................................... City: __________________________ State: AK Zip: ___________ Phone number: (________) ________- ______ Driller’s signature: Date: ______/______/_________ Anchorage Municipal Code 15.55.060(I) and North Pole Ordinance 13.32.030(D) require that a copy of this well log be submitted to the Development Services Department/City within 30 days of well completion. City Permit Number: _____________________________ Date of Issue: _____/____/_________ Parcel Identification Number: ______-_______-________ *Guide for Using the Hydrogeologic Classification System for Logging Water Well Boreholes by Thomas M. Hanna NGWA Press AS 41.08.020(b)(4) and AAC 11 AAC 93.140(a) require that a copy of the well log be submitted to the Department of Natural Resources within 45 days of well completion. Well logs may be submitted using the online well log reporting system available at: https://dnr.alaska.gov/welts/ OR email electronic well logs to dnr.water.reports@alaska.gov North 3 5 12 .250 Soft bedrock William Bean 9 23 1.5 001W 0 A53B Steel Clay - gravel 190 6 n 2016 NE 61.3879547 18 9 12 Chlorine tablets 1 Casing stick up open hole 9 Bentonite Wasilla 2016 62816 n n 190 Bedrock - coal seams 6 373 3530 W. Spence lane Air & test pump Lotta Re Investments AK, E AND D WATER WELLS 158A n 015N 23 6 99623 n n 1 hour 3 43 NE 907 4 bags SW 1598 Top soil SES -149.52684 43 10 3 K & S Subdivision 2016 n 190Sand - gravel 5 Municipality of Anchorage ARCTIC PUMP f6WELL INC. Jfin Suffivaz pnBox 77O/vr Eagle River, AK 99577 (907)688-2s)0 (907) 243-2282 Well Drilling Permit Number: osp181200 Parcel Identification Number: 05123262000 Date CfIssue: 8/22/2016 Legal Description K&SL158A Property Owner Name Address: Lotta RE Investments Lot: 158 A PO BX 230815 Block: Anchorage AK 99523 Pump|notalaion Date: 10/12/2018 Pump Intake Depth Below Top of Well Casing: 130 Feet Pump Manufacturer's Name Franklin Pump Model: 1OJV05P4-2VV230 Pump Size: 1/2 PdleasAdapter Burial Depth: 10 Feet PitleaaAdapter Manufacturer's Name B-10 Pitless Adapter Installer: u/k Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Atox^ky Juoxuq'30,JvJ7 SGS RcL41 1180994001 Client Name Residential Testing Cash Account Project Narne/# 19180 Beverly Ave ChLIGiak AK Client Sample ID At Storage tank ?Matrix Drinking Water Printed Date/Time 03/22/2018 9:17 Collected Date/Time 03/14/2018 12:25 Received Date/Tinic 03/14/2018 13:02 "Technical Director Stephen C. Ede Sample Remarks: 300.0 - Anions - The LOQ for Fluoride and Sulfate was raised due to matrix interference. Allowable Prep Analysis Parameter Results 1-0Q Units Method Container ID Limits Date Date Init Total Dissolved Solids Metals by ICP/MS Hardness as CaCO3 Waters Department 4240 * 200 mg/l, SM21 2540C A (<500) 248 5.00 m2/L SM21 2340B D 03,116/18 EWW 03/15/18 031"151,'18 VDI, Total Nitrate/Nitrite-N ND 0.100 1 -fl a /L SM21 4500NO3-F C (<10) 03/14/18 AYC Microbiology Laboratory E. Coli Negative I 100ml- SM21 9223E B 03/14/18 ACF Total Coliform Negative I 100ml- SM21 9223B B 01114M ACF Private Individual Analysis Chloride 2490 r 40.0 nip/L EPA 300.0 A (<250) 03/15/18 03/15/18 DMM Conductivit., 7690 1.00 umhos/crn SM21 2510B A 03/14/18 DMM Fluoride ND 20.0 m --/L EPA 300.0 A (<2) 03/15/18 03/15/18 DMM Sulfate ND 20.0 ing/L EPA 300.0 A (<250) 03/15/18 03/15/18 DMM Alkalinity 47.0 10.0 Ina/L SM21 2320B A 03114/18 DMM Aluminum ND 20.0 Ug/L EP200.8 D 03/15/18 03/15/18 VDI- Antimony ND 1.00 UO/L EP200.8 D (<6) 03/15/18 03/15/18 VDI, Arsenic ND 5.00 U2/1- EP200.8 D (<10) 03/15/18 031'15/18 VDL Barium 2510 r 30.0 UD/I, EP200.8 D (<2000) 03115/18 03/15/18 VDL Cadmium ND 0.500 LIM, EP200.8 D (<5) 03/15/18 03/15/18 VDL Calcium 89600 500 ug/L EP200.8 D 03/15/18 03/15/18 VDI., Chromium 3.08 2.00 ug/1, EP200.8 D (<100) 03/15/18 03/15/18 VDL SGS Ref.9 1 1 8099400 1 Client Name Residential Testing -Cash Account Project Name/# 19180 Beverly Ave Chugiak AK Client Sample ID At Storage tank ;Matrix Drinking Water Printed Date/Time Collected Date/Time Received Date/Time Technical Director 03/22/2018 9:17 03/14/2018 12:25 03/14/2018 13:02 Stephen C. Ede Allowable Prep Analvsis Parameter ReSURS LOQ Units Method Container ID Limits Date Date /nit Private Individual Analysis CO3 Alkalinitv 'ND Copper 42.3 I-IC03 Alkalinitv 47.0 Iron ND Lead 0.457 Magnesium 5840 Manganese 69.7 Nickel 5.25 01-1 Alkalinity ND PH 7.5 Selenimn ND Silver ND Sodium 1430000 Thallium ND Zinc 92.7 10,0 nip/t, SM21 232013 A 03/14/18 DMM 1.00 tig/l, EP200.8 D (<1000) 03/15/18 03/151/18 VDL 10.0 M-/1, SM21 2320B A 03/14/18 DMM 250 ua/[, EP200.8 D (<300) 03/15/18 03/15/18 VDL 0.200 tia/1- EI?200,8 1) (<15) 03/15/18 03/15/18 VDI - 50.0 ug/l. EP200.8 D 03115/18 03115/18 VDL 1.00 Ug/1- EP200.8 D (<50) 03/15/18 03/15/18 VDL 2.00 Ligd, E11200.8 D (<100) 03/15/18 03/15/18 VDL 10.0 ing/1- SM21 2320B A 03/14/18 DIMM 0.100 pl-I units SM21 4500-H B A (6,5-8.5) 03/14/18 DMM 5.00 ng/l- E13200.8 D (<50) 03/15/18 03/15'18 VDL 1.00 Lio/1- E13200.8 D (<100) 03/151/18 03115118 VDI - 25000 Ug/l, EP200.8 1) (<250000) 03/15/18 03,121/18 VDI, 1.00 u(Y/L EP200.8 D (<2) 03/15/18 03/15/18 VDL 5.00 ng/l, EP200.8 D (<5000) 03/15/18 03/15/18 VDI, Q c) — m z -n 31 0 0 C) co m co cow C,) Q 1> mm co r z C) rN, Q) i�3co co rn 0 m com N0M0 sv sz, C) co -n0 -< Eo 4 r— y%0 c/)X11* -I Ga In low m 0 I C/) < 01rnm° --j ��# o --4 my • � :t z 0C/) SO' 03' OOT 299.86' -Ti 2Q m F� m 30, <X (D �o cl) 28 13 z UZI co (D I CTI C) cliT 018 C) r— 2! p I CD C1) M Z� 0 CID T o I CD — 0 --i Z� oj (") rr, z �3 m00 24,e G) a > m Q Q) co 0 -TI p M cl) > V G) 24.('L —4 cl) 7 0 0 �u 0 � � Q -i co co rn -a c/) rf, ni ch co rn to (D 01 —NO'03'00"W 299.86' rri 02 co B16HWOOD LOOP RD ------------------------------ Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP161200 O5123262OOO WellSeptic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Initial Permit Effective Dates: August 22, 2016 to August 22, 2017 Design Engineer: NORTH RIM ENGINEERING Subdivision: K & S Site Legal Address: K & S LT 158A G:1054 Owner/Address: RINGER A BRIAN PO BOX 230815 ANCHORAGE AK 995230815 Site Mailing Address: 19180 BEVERLY AVE, Chugiak Lot Size in Sq Ft: 43303 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage All construction must 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 must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: The Engineer needs to do an additional test hole for the alternate field and southern field prior to the construction of the septic field. Construction may proceed at your own risk before the 7 day water monitoring is complete. Received By: Issued By: Date:/:/~,b~/~'' Municipality of Anchorage P.O. Box 196650 ® 4700 EImore Road Anchoraqe, Alaska 99519-6650 ® (907) 343-7904 ® Fax (907) 343-7997 http:llww~.muni.orqlOnsite Development Services Division On-Site Water and Wastewater Proqram **** VARIANCE/WAIVER REVIEW **** WaiverS: OSVt6t113 COSA#: PID#: 051-232-62 Legal Description: K & S LI58A Engineer: North Rim Engineering Permit~: OSP161200 Applicant: Brian Rinqer Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 feet. This waiver approval applies to the 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) is the same owner as the lot being developed. [] 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: /~//J~(/~' Approved by: r~ameofReviewer.~ **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Phone: 907-343-7904 Fax: 9~-~43-7997 ~ Stutl~r Parcel I.D. C~5'/',~23'2- Property owner(s) ,'~/'/t'/'~(~'/~- ! Mailing address 400 /~'43~' 2'~O~'/.S' , /~J'C.../~-~,,~'-~,,~"~ Site address ~eV'e~"/...~ Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size/-~,~/ 50 .]' Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: (~;~ all that apply) Absorption Field ~ Initial /~ Septic Tank ~ Upgrade [] Holding Tank [] Renewal [] Privy [] Private Well ~ Water Storage [] TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D). Multiple Dwellings (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owne~ authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Waiver Fees: Receipt Number: Waiver No. Permit App_g-'l-12.doc MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 SteveEngPE~gmail.com P Date: 10/3/16 Number of Pages: L{ To: Debby Wockenfnss, MOA On-Site Services Subject: K & S Lot 158A Septic System Design & New Water Well CHANGE ORDER Revision During trench construction, a large seep developed from the direction of the new house/garage site. This may have diverted surface water toward the trench. The groundwater was monitored and found to be ~ 9' during high water month of October. A Change Order is being requested. A 1' lot line waiver is requested. The same owner owns both lots along the lot line. Due to the limited space, a CAT III system has been sized for the alternate trench. If there is need for additional information or clarification please give me a call. Thanks- Stev~? MEMO Steve Eng, PE, PIt P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 SteveEng?E~gmail.com Date: 7/16/16 To: MOA On-Site Services Subject: K & SLot 158A Septic System Design & New Water Well Number of Pages: A new house is planned with new- septic system and water well. The design is for a 4-bedroom septic system. A soil test revealed excellent soil, consistent with other soil tests in the area. An additional soil test will take place prior to construction. The design calls for a deep trench, and a new septic tank. The entire subdivision is on private water wells and septic systems. The terrain slopes to the south at about 5 % at the new trench site. A new water well is planned at the proposed site. A small drainage exists in the south part of the lot. Separation has been maintained with the design. Please review the 4 bedroom wastewater system design for the new- 4 bedroom home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Thax~ks-Stev~ TFRIM INEERING K & S, Lot 158A SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: Design is for a new 4-bedroom septic system; serving a new 4-bedroom, single family home. This is a mostly developed subdivision. These lots are near 1 acre and are served by private wells amd septic systems. No adverse impacts are expected from trench/tank construction and new water well. No conflicts to the other lots will take place by this septic system construction. The easements are located on the drawing and are not encroached upon. An application rate of 1.2 GPD/FT2. Trench Length - 500 FT2/5' x .78 reduction factor -- 78' trench, (2 Trenches, 1.5' effective). A Category III System for the alternate trench will allow an application rate of 5 GPD/FT2. Length - 120 FT2/5'x .78 - 18.72, say 19' trench. A new 1250 gallon septic tank will be installed. The proposed well will be placed in the northeast comer. A drainage is present, but the 100' separation will be maintained. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. · Two compartment, New 1250 gallon septic tank. Install new Double Cleanouts. · 5' minimum between the tank and trench. 10' to property lines. · 3' of cover or insulation is required for trench; 2" Minimum thickness for insulation can substitute for 1' cover. · Tank & solid pipe must be set on well compacted, stable soil. · 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10' from the tank positioned tn provide cleanout access towards the tank and towards the absorption field. · All cleanouts must extend to at least ground level. · In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. · Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain-rock. · Drain rock to be ½ inch to 2 ½ inch screened. Drain rock to be distributed uniformly throughout the trench. · Perforated pipe to be installed level with perforations down. · Silt barrier (flEer fabric) to be installed above the drain rock. · Smeared trench sides must be raked or scarified before drain rock placement. · Backfill over drain rock must not be less than 36". · The finish grade must be mounded to promote drainage away from trench. · Insulation must be placed over any pipe installed under driveways or parking areas. · Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, · Sewer Service Line is minimum 2% slope." · Septic Tank to be pumped every two years or when required. · Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) Septic Bev 'ty Avenue Home ~eLL o L157 WeLL New i250 Septic Tank Flow L158B SI Septic ,\~e Aiterncte Trench CAT III System 1% Slope // DESIGN NOTES: 1. Total Depth of Trench is 5.5'. 57. S~ope Terrain Slopes South. %~ 2. Sewer Service Line ' ' 2% slope. ,% Private Water Wells. 4. Check Well/Septic ~;eparation Prior To Constructyn. 5. Soil Test Prior To (ponstruction. 6. Check Drainage/Sel:~tic Separation Prior To Constructi ,,n. 7. Lot Line Waiver To No Conf'ticts To~ WelL/Septic Slope // 0 0 J 0 0 U NOR THRIM EN ~INggRIN ~ PO Box 770724 Eagle River, Alasko 99577 ~07. ~4. 70~ -C C Y C U > 0 U C Z 0 0 O_ m m t~ SOILS LBO - PERCOLATION TEST Date PerFormed; 6/15/16 Per~'ormed For: K &S Lego[ Description; K & SLot 158A 2 - 3 - 4 5 6 7 8 - 9 - 13 - 14 - 17 - ]8 - 19 - 20 - 2] - DEPTH (FEET) Organic T,H, Location~ See Attached Design SM Sand w/ Grave[ Low Si[t Gpoundwctep? No Depth Water Depth a~ter Monitorinq,None Date~ 6/aa/t6 % Date Gross Time Net TimelDep~ch Net Drop ] 6/]5 0 -- 7. -- 2 6/15 10 10 mir, 10,5" 3,5~ 3 6/15 12 -- 7. -- 4 6/15 22 lO mir. i0.5" 3,5~ 5 6/15 25 -- 7. -- 6 6/]5 35 10 min. 10,5" 3,5~ 7 6/15 37 -- 7,, __ 8 6/15 47 lO min, I0,5" 3,5" 9 6/15 50 -- 7,, __ 10 6/15 60 10 min, 10,5~ 3,5" Pefco[at]on Rate 3 min./inch Perc Hole Diameter 6' Test Run 3etween 3' cnol 4' Comments~ Pr~n~k~d. Me~i~;uped ±n ne~cp~ 1/lAth i~nh, Per¢ormed SyNop~hRim En9, I ~ CERTIFY THAT THIS TEST WAS Performed in Accordance with AIl S~c~e/Municlpc[ Guidelines in ERtec$ ON THIS DATE, DATE~ 6/22/16 Eogle RI~. AIo~o 99577 ~", ~o~.~.~o~ 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 OSC251404 Parcel ID 051 -232-62 Expiration Date: 4/22/2025 Legal description K S LT 158A site address 19180 BEVERLY AVE Current property owner(s) LOTTA RE INVESTMENTS LLC X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: By: �r'Original Certificate Date: 9/9/2025 This C ificate 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 Other __ 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 Application 1. GENERAL INFORMATION Parcel I.D. 051-232-62 Complete legal description K & S, Lot 158A Location (site address) 19180 Beverly Ave Current property owner(s) Lotta Re Investments LLC Day phone 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: FE -1 Private Well serving #2 dwelling units ❑ Other Non-public well as regulated by MOA ❑ Water Storage ❑ Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: Q Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: 0 Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 7 - See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench no 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 $ 5S0 Waiver Fee $ Date of Payment WW7'-S Date of Payment COSA # 056'Z I q6q Waiver # COSA Application Apr2025.doc COSA Checklist Legal Description: K & S, Lot 158A Parcel ID: 051-232-62 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 ft Cased to ft ❑■ Sanitary seal is functioning correctly ❑■ Wires are properly protected Casing height (above ground) >18 in. Date of flow test for COSA 8/14/25 Static water level at beginning of test 19 ft. Comments B. TANK DATA Measured operating fluid level in septic tank 5 Date of pumping 2/20/25 ❑ Required maintenance completed, if AWWTS Comments: D. DISPOSAL FIELD DATA Which system tested (date installed) 2016 FE -1 ALL standpipes present per record drawing Total measured depth from grade 5.6, 6.1 ft (max) Measured depth to pipe invert from grade 4.6, 5.3 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 1', 0.8' ❑■ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced 1755 gallons 8/14/25 date Any rejuvenation treatment (past 12 months) If yes, enter date Well production at time of test 2.2 gpm Water storage tank volume 600 gallons Well disinfected for coliform test? ❑ Yes ❑■ No ❑■ Coliform bacteria is Negative Nitrate 4.75 mg/L ❑ Nitrate less than MRL (ND) Arsenic— ug/L XArsenic less than MRL (ND) Collected by AWPS Date 4/22/25 C. T STATION El Required enance completed Age of lift station s Lift station material Comments: Adequacy test date 8/14/25 Results II Pass Fluid depth prior to test 0 in Water added 600 gal New fluid depth 1, 1 in Elapsed time 88 min Final fluid depth 0 in Absorption rate >600 gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) Effective depth used 6, 9 in Effective depth remaining 12, 9 in Comments/Deficiencies: 78'x 5'x 1.5'= 585ft3 x 0.4 = 234ft3 x 7.5 = 1755 gallons Trench depths listed north to south COSA Checklist_May2025.docx 18 in 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 Sewer Service/Septic Line > 25' ❑ Yes if No Holding Tank > 100' ❑ Yes if No Animal Containment > 50' ❑ Yes if No Manure/Animal Excreta Storage > 100' ❑ Yes if No ❑■ 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' 0 Yes if No ft Surface Water > 100' 9 Yes if No Field to Foundation > 10' ❑■ Yes if No ft Tank to Property Line > 5' Yes if No ft 1 Field to Property Line > 10' ❑ Yes if No ft Water Main/Service Line > 10' ❑E Yes if No ft F. ENGINEER'S COMMENTS *Waiver #OSV161113 Wells on Adjacent Lots: Wells > 100' ❑� Yes if No _ Community Wells > 200' ❑� Yes if No _ If tank or field is under driveway comment below ft ft ft ft ft ft ft ft 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 ofFirm Forge Engineering Engineer's Printed Name Benjamin Schiller, P.E. COSA Checklist_May2025.docx Phone (907) 522-7773 Date 8/29/25 .' SOF A�q�ll �* •'qg TH .. .. .. ... ........ J� '. • Benja. ' . chiller ��F�;l , CE 12592 • .�� 1 tl`F�pROFESSI4N�t.� � A 2025-022190 -0 8 K Recording District 301 Anchorage cc A 08/12!2025 02:19 PM Page 1 of 7 II IKlitll�ll�llil(11lfllllll�lll�lllll�lll�lil(IIINIIiI><IIIIIIII��IIII ISI THIS COVER SHEET HAS BEEN ADDED TO THIS DOCUMENT TO PROVIDE SPACE FOR THE RECORDING DATA. THIS COVER SHEET APPEARS AS THE FIRST PAGE OF THE DOCUMENT IN THE OFFICIAL. PUBLIC RECORD. DO NOT DETACH WATER LINE MAINTENANCE INGRESS AND EGRESS EASEMENT This Water Line Maintenapce Ingress and Egress Easement (this "Agreement") is made as of this 0 0 -of ."k -;0X52'025 by Andrew Ringer, an unmarried person, whose mailing address is 19106 Beverly Avenue, Chugiak, Alaska 99567 ("GRANTOR") and Letts RE Investments, LLC, whose address is igtb& seye—l-r Am tU uc ec, •,Y7 Aoc ("GRANTEE"). RECITALS, A. Grantor is the owner of certain real property, the legal description Of which is Lot One Hundred Fifty-Esight"B";158-B!, K & S Subdivision.. accordingtq the official plat thereof, Plat No. 77-252, in the records of the Anchorage Recording. District, Third Judicial District, State of Alaska and which is depicted on Exhibit A attached hereto and incorporated herein by reference the "Servient Parcel"); B. Grantee is the owner of certain real property, the legal description of which is Lot 158-A, K & S Subdivision, according to the Plat No. 77-252, located in the records of the Anchorage Recording District, Third Judicial District, State of Alaska and which is depicted on Exhibit attached hereto and incorporated herein by reference (the "Dominant Parcet"); C. Grantor supplieswaterframthewatef welt located onthe Servient Parcetto Grantee on the Dominant Parcel, which is distributed through a wet! pump, waterstorage tanks, jet pump, water fitters, and piping, governed by a Water Sharing Agreement, which is attached hereto as Exhibit B and incorporated herein by reference; and D. Grantor is required bythe Municipality of Anchorage platting requirements to create said easement on Lot 158B for the benefit of Lot 158A to access and maintain the existing 10'water Line, NOW, THEREFORE, FOR GOOD AND VALUABLE CONSIDERATION, the receipt and sufficiency of which are hereby acknowledged, the parties hereby agree as follows:. 1, Acae5s . Grantor grants to Grantee, its successors and assigns, for the use and benefit of the Dominant Parcel, a perpetual non-exclusive easement upon, over, above that certain area of the Servient Parcel labeled as "10' Water Line Maintenance Ingress and Egress Easement" as shown on Exhibit Afor purposes of ingress and egress ("Easement Area"). 2. Inde's nific term, Grantee heraby agrees to defend, ind6Jnnify, and bold Grantor harmless from and agairstall claims, demands, losses, liabilities, damages or expenses arising out of or in anyway related to the exercise of the rights under this Agreement. Page 2 of 7 301-2025-022180-0 3. Useof EasehiditAr�A. Grantor and Grantee shall share responsibility for the maintenance and upkeep of the Easement Area in accordance with the Water Sharing Agreement. Grantor shall not use the Easement Area in any manner inconsistent with the rights granted to Grantee hereunder. 4. Running -with the LsnslLBjnding Effect The agreements contained herein and the easement and other rights granted hereby shall run with the land, are not in gross or personal to the owners of the Dominant Parcel, and shall bind and inure to the benefit of the parties hereto and their respective devisees, heirs, personal representatives, successors and assigns as maybe apptic le. GRANTOR___ Andrew B. Ringer The foregoing instrument was acknowledged before me thisiz day of Ax � 2025 by Andrew B. Ringer. C� Notary Public in and for Alaska �+ _z-Myy commission expires: K -T 1.0 GRANTEE _•I✓_', j�",�'J.•`� Lotta RE Investments LLC By: �-., ,� nvr: RICIV�, Its: `'1?n The foregoing instrument was acknowledged before me this i21$s- day of� 2025 by /A n.l A,•/ % CASSANDRA RIGGS NotaryPub tic Ann,,AZL,,6,C Notary Public My commission expire .fU . State of Alaska My Commisow Expires Oct 28, 2028 Page 3 of 7 301- 2025-022190-0 I EXHIBIT "A" TRUE POINT W OF BEGINNING BEVERLY AVE [S89' 3(' 22"W 149.37'1 N89' 35' 25'E 144.57- 3' ROAD (N89' 59. O"W 149.41') (N89. 59' O"W 144.41') RESERVATION I it Nv'U5E ////////////A fl!/!</ ATTACHE EASEMENT CENTERLINE o 4svAGc TIE TO START o N N84' 09' 00'E Z9 o OF EASEMENT z o o aT,RJ, 0 50' 28' 07"E CR 30.98' cn CD (PLAT 77-262)0 U o 0 v = 00 o o 7J LOT 1588 LOT 158A m o (PLAT 77-262) \ (PLAT 77-262) WOODEN I FENCE O Q (N89' 59' O"W 149.41). (N89' 59' 0"W 144.41') � S89' 31' 03"w 149.00' 584' 28' OS'W 144.36' vi 'war ... 68' TOWNSHIP 15 NORTH, RANGE 1 WEST I� SEWARD MERIDIAN IiI�I�Ifi119�INiliII��E111 VI�91(IB9nll�i�ll� Page 4 of 7 301-2025— 022190 — 0 LEGEND xxx MEASURED DATA EASEMENT ON LOT 758 A (XXX) RECORD DATA K&5 SUBDIVISION [XXX] COMPUTED DATA CONTAJNING 443 SOUARE FEET MORE OR LE55 EASEMENT BEING GRANTED O �D, PROPERTY BOUNDARY ALL MEASUREMENTS SHOWN ARE IN ADJACENT BOUNDARY 5CALE: I"=00' A14083 ALASKA STATE PLAN ZONE 4 UNDERGROUND WATER LINE WATERLINE UTILITY EASEMENT - EXHIBIT MAP DRAWN DY: DWS STATIONING: NA MCCLINTOCK LAND SHEET REF: NA ASSOCIATES, INC. SCALE: 1"-80' JOB NUMBER: 25-198 16942 NORTH EAGLE RIVER LOOP RD EAGLE RIVER, ALASKA 99577 DATE: 7-14-2025 19071 206-5000 LICENSE No. AE!CCS95 IiI�I�Ifi119�INiliII��E111 VI�91(IB9nll�i�ll� Page 4 of 7 301-2025— 022190 — 0 EXHIBIT OR" WATER WELL AGREEMENT This Water Welt Agreement ("Agreement"), made and entered into this day of Augusti _12,2025, 2025, is by and between Andrew Ringer ("Supplying Party") and Lotto RE Investments, LLC("Supplied Party'). WHEREAS, Supplying Party owns property located in the Anchorage Recording District, the address of which is 19406 Beverly Avenue, Chugiak, Ataska 99567 and morefultydescribed as: Lot One Hundred Fifty-Eight"B" (158-B), K & S Subdivision, according to the OfficiatPaitthRmUlf, filed underPtat No. 7'- 282, in themcords of the Anchotage Recording District, Third judicial bistrict, State of Alaska. WHEREAS, Supplied Parry owns property located in the Anchorage Recording District, the address of which is 19180 Beverly Avenue, Chugiak, Alaska 99567 and more fully described as: Lot One Hundred Fifty -Eight "A" (158-A), K & 5 Subdivision, according to the official plat thereof, filed under Plat No. 77-262, in the records of the Anchorage Recording District, Third Judicial District, State of Alaska. WHEREAS, Supplying Party currently has a water welt and water treatment, storage and distribution system on Lot 158-8 capable of and currantty supplying water to Lot 158-A via a water tine connecting the water systems on both properties (me "water distribution system"); WHEREAS, SGS USA -Anchorage analyzed the welt water and determined itto be safe and potable water and Anchorage Welt and Pump Service Inc. deemed the watt capacity adequate for two, single family residences; WHEREAS, the parties intend for the welt and water distribution system on Lot 158-B to be used and operated to provide an adequate supply of water for Lots 158A and B for domestic consumption purposes, and to assure the continuous and satisfactory operation and maintenance of the well and water distribution system; and NOW THEREFORE, in consideration of the premises and covenants heremcontained, the parties agree as f6116ws. 1. This Agreement is for the benefit of the present and future owners, their heirs, successors and assigns of Lots 158A and B, is to run with the land and continue in perpetuity unless and until it is terminated as provided herein; 2. For the exclusive benefit of Lots 158A and Band use of the households residing. thereon, the parties agree to withdraw and use water from the well for ordinary domestic use for one single- ramny residence on each tot. 3. The parties are prohibited from withdrawing and using water in large quantities for such plrp�JSaS aS #i!!ing SVlirflmFng pacts, net iJ115 aZ;a�`H£t:�t3. watering o�3 3rgaT"'uc, a. Water Watt Agreement k { IIff jj qq gqppppi� IIIIII pppp ]] page 1 of 3 Page 5 of 7 301-2025-022190-0 4. Supptied Parry shall pay Supplying Party $75 usage fee on the first day of each month for use of the well and water distribution system. If Supplied Party does not make the monthly payment by the 511 of the month, a $25.00 Late fee will be charged. If Supplied Party does not timely pay the usage fee three months in a row, Supplying Party may terminate the Agreement. 5. Each parry shalt pay one-half of alt maintenance, repairs and improvements to the welt and water distribution system. 6. Any expenses or damages incurred or resulting from the removal or replacement of pre-existing site improvements necessary for the welt and water distribution system operation, maintenance, f:: rerovernerits, inspection or testingsnati b<boma by the own oref the affected parcel. 7. Each party, at their own expense, will promptly repair, maintain and replace all water pipes, pumps, filters, protective devices on their property serving their respective dwellings. S. The water shall be annually sampled and tested by a certified watertesting laboratory and the weft shah De Inspected eve,y five years at minimum by licensed well contractor as part of .. _ .. regular maintenance plan with each party equa[!y sharing the costs thereof. 9. That the undersigned parties shalt permit welt water sampling and testing by a responsible authority at the request of an undersigned parry, state or tocat authority, mortgagee, or the United States of America, Rural Housing Services and the costs of such well tests are equally shared like any other expense. 10. Unless an emergency situation dictates otherwise, the parties shalt first agree and consent to expenditures for the welt and water distribution system maintenance, replacement or improvement. 11. If the welt shalt become contaminated and shalt no longer supply water suitable for domestic consumption, the water is no longer adequate for the needs two single family residences as provided for herein, another source of water becomes available to the respective parcels, or the owners of both properties agree, the Agreement shall terminate and the rights and obligations of the parties created by this Agreement shalt cease In accordance with the terms and conditions herein. 12. That upon the availability of such other source of water, it is contemplated that a reasonable time shall be allowed to effectuate the necessary connections to the new source. 13. Upon termination of the Agreement, Supplied Party shalt have no further right to the use of the welt and water distribution system and no further financial obligations with respect thereto. The Supplied Party shalt disconnect from the water distribution system at their own expense. 1d. That the parties may amend this Agreementto assure equitable distribution of shared hosts and responsibilities and as they may agree in writing. 15. Should a dispute concerning the Agreement arise bemoan the parties that they cannot resolve, the parties shall submit the matter to mediation. If the parties are unable to resolve the dispute Water Welt Agreement NIq ��piii9'� I AJflfuj �plfljjj� Pago 2 of 9 I ilhlh� �ili fllfil'Inlfl tH 1 41IINII 00i0arie page 6 of % 301-2025-922190—g 4. Supplied Parry shalt pay Supplying Party $75 usage fee on the first day of each month for use of the well and water distribution system. If Supplied Party does not make the monthly payment by the 5`" of the month, a $25.00 late fee will be charged. If Supplied Party does not timely pay the usage fee three months in a row, Supplying Party may terminate the Agreement. 5. Each parry shall pay one-half of all maintenance, repairs and improvements to the well and water distribution system. 6. Any expenses or damages incurred or resulting from the removal orreplacement of pre-existing site improvements necessary for the well and water distribution system operation, maintenance, 7. Each party, at their own expense, will promptly repair, maintain and replace alt water pipes, pumps, fitters, protective devices on their property serving their respective dwellings. 8. The water shalt be annually sampled and tested by a certified water testing laboratory and the uvea shalt he inspected every five years at minimum, by a licensed well contactor as part of a regular maintenance plan with each party equatly sharing the costs thereof. 9. That the undersigned parties shall permit welt water sampling and testing by a responsible authority at the request of an undersigned parry, state or local authority, mortgagee, or the United States of America, Rural Housing Services and the costs of such well tests are equally shared like any other expense. 10. Unless an emergency situation dictates otherwise, the parties shalt first agree and consent to expenditures for the well and water distribution system maintenance, replacement or improvement. 11. If the welt shalt become contaminated and shall no longer supply water suitable for domestic consumption, the water is no longer adequate for the needs two single family residences as provided for herein, another source of water becomes available to therespective parcels, or the owners of both properties agree, the Agreement shall terminate and the rights and obligations of the parties created by this Agreement shalt cease in accordance with the terms and conditions herein. 12. That upon the availability of such other source of water, it is contemplated that a reasonable time shall be allowed to effectuate the necessary connections to the new source. 13. Upon termination of the Agreement, Supplied Party shalt have no further right to the use of the well and water distribution system and no further financial obligations with respect thereto. The Supplied Party shall disconnect from the water distribution system at their own expense. 14. That the parties may amend this Agreement to assure equitable distribution of shared costs and responsiblUdes and as they may agree in writing. 15. Should a dispute concerning the Agreement arise between the parties that they cannot resolve, the parties shalt submit the matter to mediation. If the parties are unable to resolve the dispute Water Well II I�I fII�I1t��IIe 2 of 111f1NtQJII1IIBINl Page 6 of 7 301-2025-022190-0 EXHIBIT "A" — — TRUE POINT (N89' 59' 0"W 328.88') w OF BEGINNING [N89' 36' 22"E 328.79'] [S89' 36' 22"W 149.37'] t�I — �� 1 ` 3' ROAD (N89' 59' 0"W 149.41') RESERVATION r O��iF WELL HOU5E j o l� o EASEMENT CENTERLINE l n -r 4,Z0 A (PLAT 77-262) I /1 T 'fg L. L/ / I './�i S84' 09' 00"W 0 0 43.82' (CW O WOODEN FENCE (TYP) W BEVERLY AVE N89' 35' 25"E 144.57' (N89' 59' 0"W 144.41'; a TIE TO START OF EASEMENT SO' 28' 07"E 30.98' N N O Z O Z O rri O allo C4 - W O coO O O 6 OD rn a � °= LOT 1586 t.L/T (PLAT 77-262) (0 rn w ''7r„ (PLAT 77-262) 1 .: N rn ^' z z o o 01 N L4 �! Ol J NN c0 w t� � to iO G a1 (N89' 59' 00"W 149.41') 1 (N89' 59' 00"W 144.41' S89' 31' 03"W 149.00 W S89' 28' 05"W 144.36' l /1T 7(�V L.IJ / I "' v TOWNSHIP 15 NORTH, RANGE 1 WEST SEWARD MERIDIAN I 68' �I I NOT S _-`va%, o 00, 1. EASEMENT BOUNDARIES ��•` OF q,%_4 WITHIN LOT 158B (PLAT 77-262) . • . • • • • L9s ♦♦ scALE: 1<" =ao' EXTEND OR SHORTEN TO �� '� PROPERTY BOUNDARY AND a * : 49I1i *0 LEGEND EXISTING HOUSE. CONTAINING �• • • • • / XXX MEASURED DATA 438 SQUARE FEET MORE OR / •••/ LESS. ♦•- TRAM J BAR / (XXX) RECORD DATA ♦ LS 1123 4 �' [XXX] COMPUTED DATA ♦ !� • y �• AV 2. ALL MEASUREMENTS SHOWN ♦� '•�.�I l,6• /i /' // / ARE IN NAD83 ALASKA STATE EASEMENT BEING GRANTED �`!/ t • PLAN ZONE 4 ',INV=�� PROPERTY BOUNDARY ,,Ilk VAL ADJACENT BOUNDARY -- -- UNDERGROUND WATER LINE WATERLINE UTILITY EASEMENT - EXHIBIT MAP DRAWN BY: BWS STATIONING: NA MCCL/NTOCK LAND SHEET REF: NA ASSOC/A TES, INC. SCALE: 1 "=80' JOB NUMBER: 25-198 16942 NORTH EAGLE RIVER LOOP RD EAGLE RIVER, ALASKA 99577 DATE: 7-14-2025 (907) 206-5000 LICENSE No. AECC596