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HomeMy WebLinkAboutWEL2025-00024 - WEL Application, Design, Letter - 9/22/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 - =- Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 09/22/2025 Fiedler, Paul 5930 NE 65th Court Vancouver, WA 98661 RE: WATER SYSTEM PERMIT: TWO-PARTY WEL 2025-00024 210 E Arellem Rd 321055100007 The 2-party water system, 210 and 220 E Arellem Rd 2-party well (321055100007/321055100008), has been reviewed and is hereby APPROVED for 2 connections. Please continue to follow best management practices with maintaining your water system including regular water analysis, landscaping, keeping wellhead area free of contaminants, and stormwater management around the water source. If you have any questions, please contact me at 360-427-9670 Ext.353 or email at danderson@masoncountywa.gov Sincere) David Anderson Environmental Health Specialist Mason County Environmental Health i - DateReceNed. �/ v / 7 `�! �,; MASON COUNTY ) , COMMUNITY SERVICES Amount Received Received BY >r. Building,Planning,Environmental Health.Community Health S60. op (/711/',. 415 N.6th Street,(Bldg 8)-Shelton,WA 98584 WEL Z0Z5- ` 000 Z- Shelton: 360-427-9670 x400 Belfair:360-275-4467 x400 Elma:360-482-5269 x400 TWO-PARTY PRIVATE WATER SYSTEM APPLICATION APPLICANT ilia U 1 FI l d I nr PHONE MAILING ADDRESS—STREET,C�ST:�7'E:, 6 5 ,yL �Ld f , Von(o u v� L/ 1� 6 ( SITE ADDRESS—STREET-zt,j:ITV',STAT4relle4l IP go( PRIMARY PARCEL NUMBER,T i vooP7 w q?57 z 3 Z./05 s l 0000 7 SECONDARY PARCEL NUMBER(SAME AS PRIMARY IF LOC t :PARCEL) 3Z! .D ON SAM� odog WATER SOURCE SOI CE TI PAR('F:I.I LOT SIZI;(no mhJmun) PARCEL 2 LQT$jkE nomkdmum) New xExisting Well Spring /vi S V I L(AJy t'KOPOSEDw'ATF.RSYSTE.MN ME(REQUIRED). Z/O a� UO ,4re f( m Z- P �y E e(/ PROJECT DESCRIPTION(e.g.,detached ADC new single-fault!)residence,residence,existing connection,etc.) / DIRECTIONS TO SITE/CONDITIONS r GATE CODE/KEY LOCATION/ETC. Site Plan: (may also be attached) (property boundaries,structures,well site w/100'radius,driveways,roads,septic/sewer components and lines.water lines,property easements,etc.) Required Submittals Checklist: (additional information located on the first page of this packet) Satisfactory bacteriological test from within the last year Well report with well tag number,well tag secured to well casing,and capacity test showing 800 gal per day 151 Notice to Future Property Owners of Private Two-Party Water System recorded with Mason County Auditor's Office Fl Septic Records(additional locating requirements may apply if there arc no septic records on file) This form may be scanned and made available for public viewing on the Mason County website. Revised:07/23/2025 Page 1.of 2 Staff Use Only Review Step 1: Well Site Inspection: YES NO N/O ❑ rfC ElEvidence of existing sources of contamination within a 100-foot radius of the water source?(drainfields, tanks,buildings;indicate distance on plot plan) ( ❑ ❑ Are there roads wit '1 . 00-foot radius of the water source? " Is the road Priva •, Coun or State?(circle one) Distance to the road(s) 7 4 Are(/Q., 0 0 Does the ground slop- . 'ay from the water source site? ❑ 0 Satisfactory well cap? 1, n/ yi• 0 ❑ Well cap screened and vented? 13 4 0 The well casing extends ,q above leve grou d/concrete slab?(circle one) • ❑ ❑ Well tag attached to well casing? 1 U Lat: 7. '33 al Sse El El Evidence of an adequate surface seal? _.,/4 � Lon: ..1z.3 . O?( O$,� l/" (� ❑ Variance necessary for well site approval? Tag: a''s 0 1 6 Comments: f`dA'Q' a '); i'ct W/; 1 f OF-v 1 i'§\Pass ❑ Fail Inspector ü l � Date q -? -'�7 Review Step 2: Two-Party Review: YES NO NA i r y, /' ❑ El Water I/1 (fide(_Water well report(well log):Date Completed Driller ii 1�C{d r Y r 0(j�q ❑ ❑ Satisfactory capacity test showing a minimum of 800 GPD with full recovery to static level wiZn 24 hours? Capacity test information:Date //`7/w„6-. Driller/Pump Installer 4"Cc/Iq O1(1 q �{ J GPM 11i0 Duration(minutes) 6l1 Total Gal 1`ZC Recovery Time(minutes)to Static 30 (A 0 0 Satisfactory bacteriological analysis? Date �/1?/(eiTesting Lab 7A(�?1 4,..,y4 ❑ ❑ Signed,notarized,and recorded notice to future property owners?AFN 21 7-6 1( Pf? ®V ❑ ❑ The system appears adequate to serve two connections based on the information provided? SFP Comments: r� S°NcouNryRH ??025 Y/Zz(&o?s : r?CMVt Cc42Q by 167,- frIRn[Approved ❑ Denied Reviewer Date V#/tif Al yFq�T� T Findings in this review reflect observed conditions as they existed on the day of the site inspection. No claim is made, express or implied of the future success or failure of this system. Well site approval does not constitute water system approval All proposed connections to new wells are subject to water adequacy requirements at time of building permit per MCC 6.68. Water usage restrictions and additional fees may apply to all new wells drilled after January 19`h, 2018 per ESSB 6091. 0 Revised:07/23/2025 This form may be scanned and made available for public viewing on the Mason County website. Page 2 of 2 WATER WELL REPORT .. : •. 1 DEPARTMENT OF Notice of Intent No. WE45549 ECOLOGY Unique Ecology Well ID Tag No. BMS096 Type of Work: ailState of Washington l Construction Site Well Name(if more than one well): ❑ Decommission => Original installation NOI No. Water Right Permit/Certificate No. Proposed Use: ❑' Domestic 0 Industrial 0 Municipal Property Owner Name Paul Fiedler ❑Dewatering ❑Irrigation 0 Test Well 0 Other Well Street Address 210 E Arellum Rd Construction Type: Method: P9 New well 0 Alteration 0 Driven 0 Jetted 0 Cable Tool City Union County Mason ❑Deepening 0 Other ❑Dug l Air- 0 Mud-Rotary Tax Parcel No. 32105-51-00007 Dimensions: Diameter of boring 6 in..to 340 ft. Was a variance approved for this well? 0 Yes O No Depth of completed well 338 R If yes,what was the variance for? Construction Details: Wall Casing Liner Diameter From To Thickness Steel PVC Welded Thread p I 0 6 in. 0 338 0.25 in. © I 0 O I 0 Location(see instructions on page 2): I3 WWM or❑EWM ❑ I ❑ in. — — in. ❑ 1 ❑ ❑ 1 ❑ NE 'V..-'%of the SW Y.;Section 5 Township 21N Range 3W ❑ 1 ❑ in. in. ❑ I ❑ ❑ 1 ❑ ❑ I 0 in in ❑ I ❑ DID Latitude(Example:47.12345) 47.336791 N Longitude(Example:-120.12345) 123.091053 w Perforations: ❑Yes E No Type of perforator used No.of perforations Size of perforations in.by in Driller's Log/Construction or Decommission Procedure Formation:Describe by color,character,size of material and structure,and the kind and Perforated from ft to ft below ground surface nature of the material in each layer penetrated,with at least one entry for each change of Screens: 0 Yes t7 No ❑K-Packer r=y Depth ft. information. Usc additional sheets if necessary. Manufacturer's Name Material From To Type Model No. Diameter Slot size is from ft.to ft Brown fine to medium sandy gravel,silty, 0 Diameter Slot size in.from ft.to ft. tight,dry 53 O No Size of Multi colored medium sand,sharp gravel, 53 Sand/Filter pack:0 Yespack material_ in.Materials placed from ft.to ft. tight,dry 86 Brown fine to coarse sandy gravel,loose,dry 86 108 Surface Seal: ]Yes ❑No To what depth? 20 ft. Sharp gravel multi colored,tight,dry 108 231 Material used in seal Bentonite chips Did any strata contain unusable water? ❑Yes ❑No Brown fine sandy gravel,tight dry 231 288 Type of water? Depth of strata Brown medium to coarse sandy gravel, 288 Method of sealing strata off loose,wet 294 Brown fine sandy chocolate peat,stiff,dry 294 299 Pump: Manufacturer's Name Type: Brown gravelly fine sand,loose,water silt 299 301 H.P. Pump intake depth:_ft. Designed flow rate: gpm Brown medium sandy gravel,tight,wet 301 315 Water Levels: Land-surface elevation above mean sea level 546 ft Gray clay,stiff,dry 315 316 Stick-up of top of well casing 2 ft above ground surface Black fine to medium sandy gravel,gray silt 316 Static water level 266 ft.below top of well casing Date 11/11/21 319 Artesian pressure lbs.per square inch Date bound,dry Artesian water is controlled by (cap,valve,etc.) Brown medium sandy gravel,tight,dry 319 328 Gray clay,stiff,dry 328 335 Well Tests: Brown medium to coarse sandy gravel, 335 Was a pumping test performed? J No 0 Yes , > by whom? Yield gpm with_ft.drawdown after hrs. loose,water 339 Yield gpm with_ft drawdown after hrs. Brown sharp coarse sandy gravel,tight,dry 339 340 Yield gpm with_R.drawdown after hrs. Recovery data(time—zero when pump is turned off—water level measured from well top to water level) Time Water Level Time Water Level Time Water Level Date of pumping test Bailer test_gpm with ft.drawdown after_hrs Air test 20 gpm with stem set at 325 ft.for 1 hrs. ^ Date 11/11/21 Artesian flow gpm _ Temperature of water 51 °F Was a chemical analysis made? ❑Yes El No Start Date 11/9/21 Completed Date 11/11/21 WELL CONSTRUCTION CERTIFICATION: I constructed and/or accept responsibility for construction of this well,and its compliance with all Washington well construction standards.Materials used and the information reported above are true to my best knowledge and belief E Driller❑Trainee❑PE Rogeray D Phythian Drilling Company Arcadia Drilling Inc. Signature Address PO Box 1790 License No. 2053 City,State,Zip Shelton,WA 98584 IF TRAINEE:Sponsor's License No. Contractor's Sponsor's Signature Registration No.ARCADDI098K1 Date 11/11/21 ECY 050-1-20(Rev 09/18) If you need this document in an alternate format,please call the Water Resources Program at 360-407-6872. Persons with hearing loss can call 711 for Washington Relay Service. Persons with a speech disability can call 877-833-634I. Arcadia Drilling Inc. P.O. Box 1790 Shelton,WA. 98584 Customer: Paul Fiedler Well Tag #: BMS096 Site Address: 210 Arellem Rd, Union Depth: 320' Date of Test: 9/18/25 Static: 275.5' Pump Set: 320' TIME GPM LEVEL RECOVERY 1 Min 12 276.3 TIME LEVEL 2 Min 12 277 1 Min 276.7 4:( 2, 3 Min 12 277.5 2 Min 276.5 4 Min 12 277.8 3 Min 276.4 Sep, 5 Min 12 277.9 4 Min 276.3 R 4 2025 6 Min 12 277.9 5 Min 276.2 FCFi 7 Min 12 278 6 Min 276.2 �kb 8 Min 12 278 7 Min 276.2 9 Min 12 278 8 Min 276.1 10 Min 12 278 9 Min 276.1 15 Min 20 278 10 Min 276 20 Min 20 279.7 15 Min 276 25 Min 20 279.5 20 Min 276 30 Min 20 279.5 25 Mln 276 35 Min 20 279.5 30 Mln 275.9 40 Min 20 279.5 45 Min 20 279.5 50 Min 20 279.5 55 Min 20 279.5 1 Hr 20 279.5 Total Gallons Pumped: 1120 Gallons il 11 I 4 4 4 0 4 0 I I 41 Thurston County Environmental Health 412 Lilly Rd NE t Olympia, WA 98506 360 867-2631 CHURS'ION COUNTY COLIFORM BACTERIA ANALYSIS Date Sample Collected Time Sample County Collected Month Day Year l7 Rd Type of Water System(check only one box) ,Private Household ❑Group A ❑Group B ❑Other Group A and Group B Systems—Provide from Water Facilities Inventory(WFI): ID# System Name: Contact Person: I Day Phone:( ) 9;t,rj Cell Phone:( E-mail: ;. -p 1( � ;1•l..•- Eve.Phone:( Send results.to:(Print fud name,address and zip code or email address) ")-- 221. E flycticy.v hd ir5/ SAMPLE INFORMATION • Sample collected by(name): Specific location or address where sample collected. Special instructions or comments: Zit. 6 A✓ells-., Itcl KA C1r5`JL Type of Sample(must check only one box of#1 through#4 listed below) 1.0 Routine Distribution Sample 2.Repeat Sample(after unsat.routine) Chlorinated:Yes_ No ❑Distribution System Chorine Residual:Total Free Chlorinated:Yes No 3.Raw Water Source Sample Chlorine Residual:Total Free__ ❑E.coli—GWR(A/P) ❑Fecal—Surface,OWM,springs(numeration) Unsatisfactory routine lab number: Filtered:Yes No ❑Assessment Monitoring(A/P) Unsatisfactory routine collect date: ['Other S 4.0 Sample Collected for Information Only Investigative Construction/Repairs Other LAB USE ONLY DRINKING WATER RESULTS LAB USE ONLY ❑Unsatisfactory Total Coliform Present and D.Satisfactory ❑E.coli present ElE.coli absent No Coliform detected Replacement Sample Required: ❑Sample too old(>30 hours) 0 TNTC ❑ _ Bacterial Density Results:Total Coliform /100m1. E.coli 1100m1. - Fecal Coliform /100m1 Enterococci /100 ml. Method Code:Q SM 92238 ❑SM 9222D Date and Time Received: ❑SM 9215E ❑Enterolert® •s, )ate and Time Analyzed: i , "r Z Date Reported: ;ample Number(DOH number plus five digits) Lab Use Only. 0 8 0 '1H L- FrInn tl'391.110 f,wieca it/711 2177611 MASON CO WA 03/07/2022 03:32 PM AGREE �����11 IIIIII III IIII IIIIIII IIIIII IUI IIII IIIII IIIII IIIIIII III III!IIII���Pages: 5 Name and Return Address: Paul Fiedler 5930 NE 65th CT Vancouver, WA 98661 Document Title(s) 1. Two Party Water System Users Agreement Grantor(s) 1. Paul Fiedler 2. Darla Fiedler ADDITIONAL GRANTORS ON PAGE_N/A Grantee(s) 1. Paul Fiedler 2. Darla Fiedler ADDITIONAL GRANTEES ON PAGE_N/A Legal Description (abbreviated form:i.e.lot,block,plat or section,township,range,quarter/quarter) Lots 7 and 8, Highland Park No. 1,Section 5,TWP 21N,RGE 3W,W.M.,Volume 9,page 102 Mason County, Washington ADDITIONAL LEGAL IS ON PAGE N/A Assessor's Property Tax Parcel/Account Number(s) Grantor: 32105-51-00007 Grantee: 32105-51-00008 ADDITIONAL PARCEL ft'S ON PAGE_N/A THE AUDITOR/RECORDER WILL RELY ON THE INFORMATION PROVIDED ON THIS FORM.THE STAFF WILL NOT READ THE DOCUMENT TO VERIFY THE ACCURACY OR COMPLETENESS OF THE INDEXING INFORMATION PROVIDED HEREIN. Water Line Easement Paul and Darla Fiedler, owner of Lot 7 in Highland Park No. 1 subdivision GRANTS Paul and Darla Fiedler, owner of Lot 8 in Highland Park No. I subdivision and its successors an easement for the use and purpose of conveying water from the well to the property of Paul and Darla Fiedler, owner of Lot 8 in Highland Park No. 1 subdivision and its successors. Said easement shall be five(5)feet in width and shall extend on, over,across,and underneath said strip of land from water system shutoff valves to shared property line.No new permanent type of building shall be allowed to be constructed upon the water line easement except as needed for the operation of the well and water system. Maintenance and Repair of On-Site Water System The on-site water system shall be maintained so that there will be no leakage or seepage, or other defects which may cause loss of water,contamination of the water, or injury or damage to persons or property. Cost of repairing or maintaining the on-site water system from the submersible pump to the shutoff valves serving each lot shall be born equally by both parties. Each party in this agreement shall be individually responsible for the maintenance, repair,and replacement of pipe supplying water from the common water distribution piping shutoff valves to its own particular dwelling and property. Water pipelines shall not be installed within 10 feet of a septic tank or sewage disposal drain field lines. Prohibited Practices The parties herein,their heirs, successors and/or assigns,will not construct any potential source of contamination, maintain or suffer to be constructed or maintained upon the said land and within 100 feet of the well herein described,so long as the same is operated to furnish water for two-party domestic use. Any potential source of contamination may include but is not limited to: septic drain fields, underground storage tanks.feed stations and/or grazing animals pens where manure can accumulate,enclosures for maintaining fowl or animal manure, liquid or dry chemical storage,herbicides, insecticides, hazardous waste or garbage of any kind. Septic tanks and effluent pump chambers shall be set back minimum 50 feet from well and all sewer and septic effluent lines shall be maintained water tight within 100 feet of the well. New structures and/or barns shall also meet required 50 feet setback from well and not harbor any potential source of contamination. The parties will not cross connect any portion or segment of the water system with any other water source or waste water disposal outlet without prior written approval of the Mason County Health Department. Provisions for Continuation of Water Service The parties and successors hereto agree to maintain a continuous flow of water from the well and water system herein described in accordance with water supply requirements of the State of Washington and Mason County. In the event that the quality or quantity of water from the well becomes unsatisfactory the parties shall develop a new source of water.Each undivided interest and/or party shall share equally in the cost of developing the new source of water and installing the necessary equipment associated with the new source. However, if Mason PUD #1 public water service is available at the time that the quality or quantity of water from the well becomes unsatisfactory, and if the initial public water connection cost is less than the cost of developing the new source of water and installing the necessary equipment, then the parties agree to share the cost of decommissioning the well in accordance with regulatory requirements, and each party will pay its own initial and ongoing costs to connect to the public water service. Two Party Water System Users Agreement 2 of 4 I' 1 TWO PARTY WATER SYSTEM USERS AGREEMENT Ownership of the Well and On-Site Water System It is agreed by the parties that each of said parties and its successors shall be and is hereby granted an undivided one- half interest in and to the use of the well and the associated on-site water system installed on Parcel number 32105-51-00007. Each party shall be entitled to receive a supply of water for one residential dwelling and shall be furnished a reasonable supply of potable and healthful water for domestic purposes. The following parcels have the right of usage of this water source: Parcel 32105-51-00007 Legal Description: Lot 7, Highland Park No. 1, Section 5, TWP 21N, RGE 3W,W.M. Property owner(s): Paul Fiedler& Darla Fiedler Parcel 32105-51-00008 Legal Description: Lot 8, Highland Park No. 1, Section 5, TWP 21N, RGE 3W, W.M. Property owner(s): Paul Fiedler&Darla Fiedler Cost of Well and Water System Construction Both parties herein agree to share equally in the cost incurred in well site approval, well construction, and construction and/or installation of the on-site water system,water distribution pipes and valves, and initial well water quality tests. Cost of Maintenance of Well and On-Site Water System Each party hereto covenants and agrees that they shall equally share the maintenance and operational costs of the well and water system herein described. Operational costs include the monthly electric service and energy costs imposed by Mason County PUD#1 and annual well water quality tests.Maintenance costs include periodic, as-needed repair or replacement of the well, submersible pump,pressure tank,pump controls,and distribution piping and valves. Initial operating cost assessment is thirty dollars($30.00) per month,per party.Each party agrees to pay monthly into an account managed by one party,initially the owner of Parcel 32105-51-00007.From time to time,the parties may agree on which party will manage the account.Operational costs will be evaluated by both parties on or about July 1 of each year,and the parties shall agree on an increase in monthly assessment as required to meet operational costs.If mutual agreement is not reached in any given year,the operating cost assessment will increase by two percent above the previous year's monthly payment.Any excess funds in the operating cost account shall accrue to pay future maintenance costs. Maintenance costs will be assessed as and when required,and each party will pay its share of required maintenance cost within 30 days of written assessment.Non-payment of either the operational or maintenance costs by either party shall constitute a lien on the delinquent party's property. 4 • Two Party Water System Users Agreement 1 of 4 Restriction on Furnishing Water to Additional Parties It is further agreed by the parties and successors hereto that they shall not furnish water from the well and water system herein above described to any other persons,properties,or dwelling without prior consent of both property owners and written approval from the Mason County Health Department and the Washington Department of Ecology. Restriction on Water Use State water right laws prohibit this system from using more than 5000 gallons of water for domestic use on any day without first obtaining a permit from the Washington State Department of Ecology.Therefore, each party and successor shall not use more than 2500 gallons per day. Each party and successor may irrigate not more than 1/4 acre(10,980 square feet)of noncommercial lawn or garden. Termination of this Agreement This agreement may be revoked at anytime;however, it may not be revoked without each property owner first obtaining a sufficient acceptable potable water source and prior consent of both property owners. Termination of this agreement shall require the property owners to provide proof of a notarized revocation of this agreement and proof of the potable water source for each property to the Mason County Health Department for review and approval.After review and approval by the Health Department the property owners shall then file: 1)the notarized revocation of this agreement and 2)proof of the potable water source approved by the health department for each property at the Mason County Auditor's Office as recorded documents that run with the title of the land. Heirs, Successors, and Assigns These covenants and agreements shall run with the land and shall be binding on all parties having or acquiring any right,title,or interest in this land described herein or any part hereof and it shall pass to and be for the benefit of each owner thereof. /1/Signed: 1 /" " ` Owner(s)of Property with the Two Pa Water System Print Name: / Gr `^pZcyltr�j/ Par/a 1"i'Q11 y- State of Washington ) )ss County of fns O V1 ) Two Party Water System Users Agreement 3 of 4 I l' << 1,the undersigned,a Notary Public in and for the above named County and State,do hereby certify that on this I-( day of aTcn r,20 Li- personally appeared before me po,t c-d b,-1,1, (loth to me known to be the individual(s)described in and who executed the within instrument, and acknowledge that he(she) (they)signed and sealed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal the day and year last above written. � AN► Notary Public Van' for the State of Washington, �� O 72' Q :- ••#2i 004 - �:•� y,p Residing in: S ,,e wO(/. \ • Q ��'Asp My Commission Expires: ``\ \) LOzAA 1 qr ` c OFWrsI N\ -If►►ttt�+t� Signed: t2 Owner(s)of Second Property Served by the Two Party Water System Print Name: r j t" 1' cf l c! y- V r la ie.110.4, T.the undersigned, a Notary Public in and for the above named County and State,do hereby certify that on this 4.1 day of NAbrcvl 20 pj2,personally appeared before me P.I G„A O -1 A-jtJJec to me known to be the individual(s)described in and who executed the within instrument,and acknowledge that he(she)(they) signed and sealed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. • GIVEN under my hand and official seal the day and year last above written. N DA�/T��., Notary Public and_ for the State of Washington, •`�O 210p4o�2 Residing in: 1►^L\k� ) �R — K' NOTA = My Commission Expires: t 3 2°1- PUBuc �: 11113 �� OF W1\5""` Two Party Water System Users Agreement 4 of 4 I l' <, u . z ioSs I avoid F- I o f Z , e } Pce e 11Q_vn ga -- _ D zo 4e, bo 80 . ) 1 . AS i I 2 t) gL l r � 1 Iv y 2 5 -r II `� wQr / I i _./ r 1 \ id 0' i Qom• 1 QYbrOSGc) 38f. tge, }}o•.%.Se I f'c )° j t • VI- 1 I (5) 3' 1, 54- .1 it a D. C. ��d � - 1 r I \ f i nbeiween 1 r11I `A§te40 ' S iI APPROVED \a_ © / '; Al►G 1 4 ?025 © 4AS05 ii !v� �'�� ,�4� T Th 4 U L E4t \ I ti o *larn `.2 I �: C ea*;o17 (.1 1 ^.1 /3,, 500 3 lQr ?re-Trash tares:{ (\ N',Water 5NR-500 ATI Tar_-c A • 0 .' )j ( Valve Canso? Sox f.' . " is � � �`cr PAULA 'oY Jo+ira3cw + Printed From Mason Count -2-1 `" Printed from Mason County DMS S- 8-G'S PAU L F1'E-DLE.R . 01vUNE Wcc.aoa5- DooaLl ( 253 ) i21 - ;,o1I cEU/TEIcr • 3zroc-ft too 2c,f z E- A R LLE,t-i1 R,Voly ':. _ -r • R. - .)<1si-NG l..*CYR1CAL : 0� Li - — 1.) _1"— \ ---- ------ ___. ....„E„,sT ,i,.. z -- _______k PaN4E,R, 1 4 F.. 410 1 v � �`�R E,Lt.�.M\T�3� ‘ Lo r '7 ;.--EXLST10 2.-PARTY WE-LL .,,,.., NEW 13UR! .D loa AMP i lit 1 t I7.0f:2.140 VOLTS t NCNI1 'N \Jc, , °/ , f AUG 4 2025 t \ 1 By i Q 1 EX IST'I c 1 ti i t Rv W A r .c �r ose.k.l u • �: �1�4c,N Pair►i :., 'kr.) ics' l t IL ,-. ) --iiN.---- * .., ...., , M t t,f€:v j 1,oADc-E► fz �---HC-y l ,f' WAsTVL _ g, ANN SE.-f T1G ' --L nib C or s ----- `�' R e5 1 I 1 J LeaEPTiC.TAu ' k t 2- FU TU 1- ----, 1 a , �RfiyhF1 ' ,� i ,F C APPR°X i'-i F �"") 145 f Pga-PERTY Li4E 3ZOCs ca0 $ loZ A S b v i It L- ?e sT Hale ---E. Pc€\\e R.C)' PC,t.v0 Dada "r;Qd�ec - $(rvZ2/2&" a:tin 1 62. 55. rc 4�3 5-5 QQQQ B -{.0 YY1 o-(i./f u el,Iaft \ 2 20 E Ce i(?Y►i N Nil SL + cOof- z\\ 5c,aie : I "- yO` -t0 mot/f►<< 3 f.rzt N ZZ zi v g514- .x0 20 u� �J �' It J I , \ st, \ ME Q f;� � • r,-� Ol Audio-Visual Alarm ,,,,00*. \ \ 0 Cleanout 1D0� '►s O 1. \) 3 500 Gallon Pre-Trash tar ® O NuWater BNR-500 ATU 'I 0 O !o Or 3 ?,000 Gallon Pumr, Char wlant-; 4;fi,avt © ( 06 Valve Control Box -us dr , / \ \ c��l / ,, J / i / / / t+'$ _c .` , V XI% s ft 1 ' fik , kkoil ,,, ... G � 6 2�3 � ���" p ENS\s'°"-• �P \ MP43Ncc'N 30 Z7Z• (�,3 'Xtfp` Pr; macy O F -t-r h C k\ S 4 • ' OL . W\ ftSQtv�, InVG41JVh 6-- , NI ‘0.*, 6tL`OJ;9 3 PAULA JOY JO- ON pig(11 Printed From Mason County DMS B -cc- Zs -- Printed from Mason County DMS 32lOS 5 ! coed( 2- a --Z SITE PLAN FOR SINGLE FAMILY RESIDENCE TO BE CONSTRUCTED AT 220 EAST ARELLEM ROAD,UNION,WA 98592 OWNERj:PAUL&DARLA FIEDLER,(253)229-0011,pfleoler@ieee.org PARCEL NUMBER:32105-51.00008 .. LEGAL DESCRIPTION:HIGHLAND PARK NO.1,LOT B,TWD 21N,RGE 3W,W.M.,SECTION 5. i `� VOLUME 9,PAGE 103,MASON COUNTY,WA _....--•Y, N� ZONING;RR 2.5,NOT LOCATED IN AN URBAN GROWTH AREA .\ • IV. ON-SITE SEWAGE SYSTEM PERMIT NUMBER:SWG2021.00143 a .:~/c \`` TWO-PARTY WATER SYSTEM USERS AGREEMENT,MASON COUNTY RECORDING NUMBER • P,.y 2177611,ECOLOGY WELL ID TAG NO.:BMS133.CAPACITY:20 GPM.WELL IS LOCATED ON LOT T•0 �� 7,ADDRESS 210 EAST ARELLEM ROAD.LOT 715 ALSO OWNED BY PAUL AND DARLA FIEDLER. f /IP/ ACCESS FROM NEW RESIDENCE TO EAST ARELLEM ROAD(PUBUC)VIA EXISTING GRAVEL -..-- . ---- -. ...__...__ / i DRIVEWAY OCCUPYING AN EXISTING EASEMENT ACROSS PARCEL NUMBER 32105-51-00008, DRIVEWAY DISTANCE IS LESS THAN 150 FEET TO FARTHEST PORTION OF PROPOSED RESIDENCE. SMALL PARCEL STORMWATER PLAN:PROPOSED RESIDENCE WILL BE CONSTRUCTED ON THE / HIGH POINT OF LOT 8,WHICH IS ALSO THE HIGH POINT OF THE SURROUNDING AREA. APPROXIMATELY 80%OF THE 1-ACRE LOT AREA NATURALLY SLOPES AWAY FROM THE ROAD, A CC 5 PJIr1r , TOWARD THE SOUTH WHERE THE LOT ADJOINS A FORESTED PORTION OF ELECTRIC UTIUTY G,RnvE L DRIVE WAY / ' \` OWNED PROPERTY.FOOTING DRAINS AND DOWNSPOUT COLLECTOR DRAINS WILL BE RUN UNDERGROUND IN A SOUTHERLY DIRECTION TO DAYLIGHT,WHERE SURFACE DISPERSION \\ WILL TAKE OVER,AWAY FROM THE ROAD,RESIDENCE AND SEPTIC DRAIN FIELD. _ I r's1'�. \�` A SMALL PORTION OF LOT 8 SLOPES NORTH AND WEST.A SHALLOW DRAINAGE SWALE WILL b'WIDE IDIGRBSS t IGRU5S BE CONSTRUCTED ALONG THE WEST PROPERTY UNE TO COLLECT ANY SURFACE RUNOFF 7� • �Z \ AND UTILITY EASEMIWTS (z) . WATER ! \\� �\ \ FROM THIS AREA,DRAINING BY GRAVITY TO THE SOUTH PORTION OF THE LOT. p �� \ \\ RESIDENCE PLACEMENT ON LOT:PROPOSED RESIDENCE IS DRAWN TO SCALE WITH ALL N M \ \,\ DIMENSIONS INCLUDING FRONT AND REAR COVERED PORCHES AND THE FURTHEST " � +1 a ,` •� PROJECTIONS(CAVE AND GABLE END OVERHANGS.)FRONT,REAR AND GARAGE DOOR \ OPENINGS ARE INDICATED FOR REFERENCE.SEE HOUSE PLANS. .� \, \L -. 1..... NATURAL V' 44'�\\ e 6 /`` 1.•1;it<Yr N °to \ ‘‘ , ,\ ,-.s. 4 / 4\e''' '''',.1%;N:\ \ 1% lac R\ � .. 3 4 \ EXIST i.�IG GRAVEL GRAVEL ' �a ��p %. TJAI,IEWgY le WIDE . 10 so' Ir ey" � rct�._� , • \ " I .9I Rib T LI a1 Z a 3 LoT 8 Lor i' • LOT 9 J ! } q 220 E. ARELLEM>;D �\ 30.A30• Y N ( \\ \• b L N 545 10 �� \ A a • { t. T)s AI..uYE • ` c, coo 4. • ( I OUTITALL •\ ,i 5t4� Ap ` \ AT Gsour-1P 1 SuRFACE \ �. \1'r \• 1 DRAIrJ ; o \ • ! F IE L O i \ �'L1A • ~l^ 'o I F? f \ p t� , s j o0 • 4� } • - ein • • I \• �9 \ i t_ `\ • LT \ \ \ Z 7 Z.00 _..._ FROPK CTY 0,4£