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SWG2025-00123 - SWG Application / Design - 4/8/2025
415 N 6TH STREET,SHELTON,WA 98584 J �_.{, MASON COUNTY SHELTON:360-427-9670,EXT 400 Turl BELFAIR:360-275-4467,EXT 400 151l1J- Iv Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00123 APPLICANT Whitney Holm-SCJ Alliance Phone: 360-352-1465 Address: 8730 Tallon Ln NE OLYMPIA, WA 98516 CONTACT SCJ Alliance Phone: 3603521465 Address: 8730 Tallon Lane NE, Suite 200 Lacey, WA 98516 CONTACT SCJ Alliance Phone: 3607914292 Address: 8730 Tallon Lane NE Lacey, WA 98516 CONTACT SCJ ALLIANCE Phone: Address: 8730 TALLON LN NE LACEY, WA 98516 OWNER PORT OF SHELTON Phone: (360)426-1151 Address: 21 W SANDERSON WAY SHELTON, WA 98584 SEPTIC DESIGNER Emily Sortevik-SJC Alliance Phone: 360-352-1465 Address: 8739 Tallon Ln NE OLYMPIA, WA 98516 SEPTIC DESIGNER Whitney Holm-SCJ Alliance Phone: 360-352-1465 Address: 8730 Tallon Ln NE OLYMPIA, WA 98516 Site Address: 130 W Enterprise Rd Primary Parcel Number: 420020062000 REVISED New Commercial: 1,000 GPD MicroFAST 3.0 system (1250- gal grease interceptor tank to 3000-gal septic tank to 3000-gal Permit Description: MicroFAST 3.0 ATU to 2500-gal pump tank)with sand-lined trench drainfield: ice cream processing waste only, does not include existing restrooms Permit Submitted Date: 04/08/2025 Permit Issued Date: 02/13/2026 Issued By: David Anderson Current Permit Fees Paid: $2,250.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/10/2028 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. • rii ,„ % MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 , SHELTON:360-427-9670,EXT 400 \+1.:1-",.._ 11' x i'+ BELFAIR:360-275-4467,EXT 400 W Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. ck- RovIth,,xt OFFICIAL USE ONLY 1^ GATE RECEIVED:M,ASI N COUNTY N a �• C N ''}, , AMOUNT RECEIVED: RECEIVED BY: ,. -: Public Health & Human Services .. v in Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 I(�(� (' C� to 475 N.6th Street-Shelton,WA 98584 S W��;C��l yy `�1 UO O ..J Z u) ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE rn I— Whitney Holm, SCJ Alliance 360.352.1465 z MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE E 8730 Tallon Lane NE, Suite 200 Lacey WA. 98516 m SITE ADDRESS-STREET,CITY,ZIP CODE 130 W Corporate Road Shelton WA ` a' NAME OF DESIGNER PHONE lV Emily Sortevik, SCJ Alliance 360.352.1465 NAME OF INSTALLER PHONE v O , TBD - Public Biding Required TBD ≤ \ co O PERMIT TYPE(select one) � DRINKING WATER SOURCE El RESIDENTIAL OSS I9ICOMMUNITY OSS [ COMMERCIAL OSS 1 PRIVATE INDIVIDUAL WELL 1 PRIVATE TWO-PARTY WELL zI N TYPE OF WORK(select one) ®PUBLIC WATER SYSTEM IL) 1NEW CONSTRUCTION/UPGRADES i'J REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) O TABLE IX REPAIR O SUBMITTALS O SURFACING SEWAGE O EXISTING FAILURE O SHORELINE W DESIGN FORM(REQUIRED) HSEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/20257 or O 1WAIVER(S)(IFAPPLICABLE) O YES Q NO C) x O) DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) From HWY 101 turn onto W Sanderson Way, take a right onto W Corporate Road and the ry site is on the southwest corner of W Corporate Road and W Development Road. o O -1 O SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 0 OFFICIAL USE ONLY BELOW THIS LINE - I UPGRADE/FAILURE SOURCE(for reporting purposes) O VOLUNTARY ❑MA NTENANCE/PUMPING O BUILDING PERMIT ID HOME SALE O COMPLAINT ❑OTHER: INSPECTOR SOILLOGS� ! COMMENTS/CONDITIONS 14 . 1.111J O . 6 c medS ( 7e61) fa 6atlfiert LI poo fsa 5yGoQ S (TI) q# Ito " or TwZ; O-lvas levr6" (_F5 rte, ( Co- (T l bd nl Othlfeete// 5./ZZ' soine ol.optii ''' � r�-3:0-ZY r rr 6,L�r Co 2?-Jo - cogS i-a 4dPOIWciri i/57 205, Qiil 1 ( 0'- fl L p . `t v A6 445 _-abat` 1 SOIL CODES: �t'IL' RECORD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPEC GNATURE DATE APPLICATION EXPIRATION DATE APPLI TION APPROVED/ISSUED BY DATE il(a/72). V(/0/? e7 � 2 ir3 Zo2 6 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEB REVISE 4/3/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 42002 -- 00 -- 62000 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist Scaled plot plan,including all applicable items on checklist. Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG 2025-00123 Designer's Name: Whitney Holm,SCJ Alliance Applicant's Name: Whitney Holm,SCJ Alliance Designer's Phone Number: 360-352-1465 Mailing Address: 8730 Tallon Lane NE,Suite 200 Designer's Address: 8730 Tallon Lane NE, Suite 200 Lacey WA 98516 Lacey WA 98516 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter O Sand Filter O Mound li Sand Lined Drainfield O Recirculating Filter,Type: Aerobic Unit Make/Model MicroFAST 3.0 O Disinfection Unit Make/Model Other: Drainfield Type ❑ Gravity ('Pressure O Trench O Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms - Schedule/Class SCH 40 PVC Daily Flow:Operating Capacity 377.1 gpd Length 33.5 ft Daily Flow:Design Flow 1,000 gpd Diameter 1.5 in Septic Tank Capacity(working) 3,000 gal Number 10 Receiving Soil Type(1-6) 1 Separation 4.5 ft Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices Required Primary Area 1,000 ft2 Total Number of Orifices 18 Designed Primary Area 1,005 ft2 Diameter 3/16 in Designed Reserve Area 1,005 ft2 Spacing 24 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 33.5 ft Schedule/Class SCH 40 PVC Elevation Measurements Length 32.5 ft Original Drainfield Area Slope 0.5 % Diameter 1.5 in New Slope,If Altered - % Preferred manifold configuration used? O Yes O No Depth of Excavation Up-slope 36 in Transport Pipe from Original Grade Down-slope 36 in Schedule/Class SCH 40 PVC Designed Vertical Separation 18 in Length 174 ft Gravelless Chambers Required? IRI Yes O No O Optional Diameter 1.5 in Pump Required? Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 8 Diff. in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 125 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 2,500 gal Uppermost Orifice O Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 35 gpm IITimer NiElapse Meter PC Counter Calculated Total Pressure Head 35 ft If Timer: Pump on 16 min ,Pump off 434 min Comments 1,000 GPD MicroFAST 3.0 system (1250-gal grease interceptor tank to 3000-gal septic tank to 3000-gal MicroFAST 3.0 ATU to 2500-gal pump tank)with sand-lined trench drainfield: ice cream processing waste only, does not include existing restrooms*DA DESIGN FORM—PAGE TWO Assessor's Parcel Number: 42002 -- 00 -- 62000 Permit Number: SWG 2025-00123 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch O Test hole locations Drainfield orientation and layout Reference depth from original grade: ❑ Soil logs g Trench/bed dimensions and g Septic tank • Property lines critical distances within layout 11 Drainfield cover g Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks, and locations 121 Laterals,trench bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of I7' Clean-out location i Curtain drain collector curtain drain and all absorption it Manifold placement wf Sand augmentation components lzi Orifice placement Other cross-section detail: • Location and dimension of i f Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed Buildings Other Information g Audible/visual alarm referenced Yes No ❑ Direction of slope indicator g Scale of drawing shown on scale 0 g Design staked out g Waterlines bar 0 M'Recorded Notices attached • Roads,easements,driveways, El Elevation benchmark and relative ❑ g Waiver(s)attached parking elevations of system components PI 0 Pump curve attached g North arrow and scale drawing ❑ i I Evaluation of failure shown on scale bar Non-residential justification 0 RI Waste strength g g Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation d Yes 0 No 01/20/2026 Signatur of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: EH APPROVED A.Anderson 02/11/2026 02/11/2026 Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 04/10/2028 ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Updated Date:4/3/2025 B1O' M l C PO B I CS EH APPROVED M.Anderson 02/11/2026 BETTER WATER. BETTER WORLD.' 16002 West 110th street• Lenexa, KS 66219 USA• Phone: 913-422-0707- Fax: 913-422-0808 E-mail: onsite@biomicrobics.com • www.biomicrobics.com • 800-753-FAST (3278) February 2 2026 Emily Sortevik, PE SCI Alliance RE: Wastewater Treatment System for Mason County Ice Cream Facility Dear Emily, BioMicrobics has reviewed your design criteria for an ice cream facility in Mason County with a design flow of 1,000 GPD and wastewater sample taken after an existing grease trap resulting in 482 mg/L BOD, 59.5 mg/L TSS, and 15.7 mg/L oil and grease. The proposal to use the MicroFAST 3.0 to treat this waste stream to WA DOH Treatment Level E criteria is acceptable given the actual BOD load to the system is less than 6 lbs/day, which corresponds to a BOD concentration of 720 mg/L at 1,000 GPD design flow. Performance requirements may not be met with different design conditions than what is stated above. Other wastewater characteristics such as alkalinity and pH may impact the intended performance of the treatment system. Toxic wastewater conditions may inhibit the performance of the treatment system. Caution should be taken with respect to use or improper disposal of household and commercial chemicals, detergents, and medications. Please contact me if you have any questions. Regards, Joe Rebori Assistant Vice President Inquiries,Engineering, & Regulatory Affairs WATER 1515 80th St E. MANAGEMENT Tacoma,WA 98404 f � LAB 0.1.). ,:•� r, 53 531-3121 -3 1 1 411/17 Chemistry - Report of Analysis • Lab Number/Sample Number: 089/09635 Date Collected: 11-20-2025 Project Name: Time Collected: 11:30 AM Permit#: soe ab 2S - Sample Collected: Justin Strickland Sample Matrix: Wastewater Contact Number: 360-426-0696 Sample Identification: Location A-Inlet Date Received: 11-20-2025 Approval Signature: Time Received: 2:45 PM C , Date Reported: 12-01-2026 •u-�` — � �-- Send Report&Bill to:Olympic Mountain Ice Cream Comments: Paid 22840 W221 Bambi Farms Road • Shelton WA 98584 ANALYTICAL RESULTS ANALYTE RESULT UNITS REPORTING METHOD DATE INITIALS LEVEL ANALYZED Carbonaceous Biochemical Oxygen Demand 300 mg/L 3.0 52108 11-26-2025 RC Oil and Grease 246 mg/L 1.0 EPA 1664 11-24-2025 RC Total Suspended Solids 501 mg/L 1.0 2540D 11-21-2025 BS LAB COMMENTS --No exisiting value. pg/L:mlcrograms per liter or parts per billion. ANALYTE:The name of an analyte being tested for. METHOD/INITIALS:Analytical method used./Initials of the analyst that performed the analysis. Dee mg/L:milligrams per liter or parts per million. NTU:Nephelomatric turbidity units. tk•c, REPORTING LEVEL:Indicates the minimum reporting level determined by the laboratory. kz) RESULT:The laboratory reported result. • • • i • i a f • • tagVeit C611/44. AL1 Vie Aft M CDI L • 1 :14./At.BR • ; _ iw-f ANAGBMCN"I;_,_• - .._ _ _ �;F•,iti�i7 ' "4.21:.Lt}BORATOI1ILS rvc . - - --__ --_ _t..-'-I rlt3a: ' - Cliemistry•-RoportofAnalysis . , ,t I Lab Numbor1SeibpteNumbei 059/10125 -. • 'DateColloclod:12162025 1i I ProjeclNai06;=.--:• - " • • TlmaColleclod:_9.4_.p AL1 _ - _•- Pert ItN-r - . ' 'SamploCOllocled:JusfnS and' I SampleMaUl%1Vas.Vtraler _ tonlactflumbor:360490x5214 "`. SampleIdanUAeatlon EtuenlChamber - Dato Rccitic4 121S2025 ' APP 0 = ./� �� - io+al51 nSlure • ••••'litheilecnlVod.250P.M �J}> • r/�/O • DaTo Reported:1241.2:25' - - - !7' - - 8 2�/)) fsiareora.s Bill lo:Oft wee Maunlari Ice Cream '_ •- •s Comrrante:Paid 22337 ," - • -.J �"/!rr tV221Dambr Farms Road _ /' . Shelton VrA9a594- - 1, : I O�/✓F® , ANALYTICAL'RESULTS - '' "1 - -t1NALYTE RESULT Ut71T5 REPORTING pia-Hop • !NIT— LEVEL `: AIIALY1ED"(CarbonaceousDiochemlcalO,yeenDemand.' 48?'` mdll'" 3.0' 52100 12.242025 ; Toial Suspended 5oilds.__ • 595 mgAL • •10. 25400 12.23.2025.'._-1 f Oliand Grease: • •• -- •__•• --- •15.7.. - .ing/L .'10 — : EPA1664 12.29.2025 'laa COMMUII5 . _ .. - '' p1:Mlreiyare4 yrfsio Ratir<+M5ip" �NLYT�TAe nave Olan d+li;e big W1'a0fu:: "--._ _- _ ..'s_ ETII0D5ATTNLS ali- 1r IUdui:4t1 Sa'.1LCIVAr4.0s.liilre,i nnl U 6a�ttr�a g1brT7giams per nemorprnsp1T.elen .:; °' - - . iUt/eLhe7:a¢'✓alu-ISJt1w:as' :'., . .., - r JPOATlI:OLEVEL•tn7'�a:e/llorri'!tt:nmpasiSnglsselfa:errd,Vb/t`eIitMafxr. _ ULT:Tne bbora7Pry'reiontdrOt+� I • SEC. 02, T20 N., R 04 W., W.M. EH APPROVED :).Anderson 02/11/2026 PORT OF SHELTON MANUFACTURING FACILITY CONSTRUCTION DOCUMENTS SHELTON, WA R a zz OWNER/APPLICANT SITE ADDRESS: LEGAL DESCRIPTION: SHEET LIST INDEX W OLYMPIC MOUNTAIN ICE CREAM 130 W CORPORATE RD S1/2 W OF HY EX 10/147 S 10/144 8/117 PCL 2 OF BLA 194-77 SHEET SHEET TITLE SHEET DESCRIP71ON U „o 221 W BAMBI FARMS RD SHELTON,WASHINGTON AF#595248 DOR#11374-001 NUMBER W SHELTON,WA 98584Y Z u 3 N PHONE (360)426-1151 1 CV-O1 COVER PAGE 5 wm2 CONTACL JUSTIN STRICKLAND 2 SV-O1 TOPOGRAPHIC�1RDES ��� Q m o 3 EC-O1 DEMOLITION AND TESL ,J inti CONSULTANTS UTILITIES a sP—o1 SUE PUN Q g 0 J z P. SCJ AWANCE CITY F SHELTON 5 SP-02 SITE DETAILS Vq ] N N 8730 TALLON LANE NE,SUITE 200 6 CG-NI GRADING AND DRAINAGE PLAN v N w M LACEY,WA 98516 SEWER: ' )Z z$ SHELTON * PHONE: 360.352.1465 N/A 7 SS-O1 ON-SITE SEPTIC SYSTEM DESIGN /% 0 Z m CONTACT:EMILY SORTEMK 8 SS-O2 ON-SITE SEPTIC SYSTEM DESIGN DETAILS V U S a L PHONE: 9 55-03 ON-SITE SEPTIC SYSTEM DESIGN DETAILS N ARCHITECT: WIWAMS ARCHITECTURE MASON COUNTY PUD 1 601 RAILROAD AVE,SUITE 100 10 SS-O4 ON-SITE SEPTIC SYSTEM DESIGN DETAILS a SHELTON,WA 98584 POWER: o PHONE:360.426.0511 MASON COUNTY PUD 3 CONTACT:LEN IMWAMS 00 GAS: SITE INFORMATION CASCADE NATURAL GAS CORP. PARCEL NUMBER:420020062000 1--. ACRES: ±279.76 J U Q LL.. CD Z cC u D p en 1— ec CD < Q O _G p Z .0 A 0 z 0 ,, , `74: -.1,-4. -• • ' r.-4.1.'s, ' ." .,,,a.,,4,k .,,I\ co LL- t"mot O ce 1 f , ti S �,, w W T• ,, d��,:, . ;.. PROJECT SITE i SEAL. ` NEY t _ 3 i C Ce,c," ;Sh ,y0 23 fa,pF SHELTON. D , ��, r ��. ° s+.' `;' l �/ ° 4.4,40..,...1/4,........ mil 1.�','��VS_�� 4> ^J.l� C q J {,,�A f 9 oFs'`',c7:41,.",,, Ec7 s 11 0.e V"ti= >�J _ _ y t � *?.. 1 j o' SrONAI Et, y }.. eta c,. �F�_ V',, \ l , ,C'3.;�`.`,J,,.7�4 "" c.r•, Ji 21&2026 _�i C ' "�'-1 ..t3 r DESIGNER: .. C.:-._:, 4 1 1 . C. `CAl t o E.MARTINEZ _ DRAWN BY: 8 ` ' % M.LOPEZ _is-,.^i !el.,i •L' —_1`• __ _ - r. _Ql APPROVED BY: E.SORTEVIK NTS • DATE FEBRUARY 2026 A PORTION OF SEC 02,T2ON.,RO4W.,W.M. JOB NO: 24-000450 'Al I nrrnnr xini I nin 01=1 TrNKI 1/11AOLJIAInTnAl __,....,.-_.._.... EH APPROVED r A.Anderson 02/11/2026 OF / TO CUL1VERT OUTFALL WITH BE1279.18'/ / 28249 ve` / SINGLE DASH YELLOW SWIPING 28230x Op AT CENTERLNE CROWN OF W IJ111 �'� n , C A, { OEVEIAPMENT RO DATUM I M1BM1;✓ W M15\V: AID �� •� �LJ\y=L'L L'�\ s l+/ o IE 1014 HORIZONTAL —WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE, `3-. '1,R. IOU 281.94' -)�^, -. ���'� g2 NAD 83/07 BASED ON CPS TIES TO WSDOT MONUMENT 152311. L IE 10'CPP NE 280.6' / et',J }35 \ VERTICAL- NAVD 88 BASED ON GPS TIES TO WSDOT MONUMENT R16, M2C • rv��./'�: '�\,`-&-�-���- " cS-T7 lyge2.v N4709259.s5 ilil t. --1 L� �' ) >--(� fry e ID 7936, ELEVATION: 280.265. --//�-.��1 .`?63u pe y0i �1. 982!54.71 S C -o\ U� '�' / \ T' EL 292.27 MCC ALL GPS TIES& CONTROL ARE SCALED ABOUT M2C BASE POINT NO. 5 -s'r'.1/7H'Y / �"7'^� ;.�• \ FOUND 5/e•REflnR WITH PLASTIC (N: 707414.51 E: 985456.588) WITH AN AVERAGE COMBINED SCALE _ �' e v` YELLOW CAP:LS NO.ILLEGIBLE.,� -!� -.J-"1 �+ .h' FACTOR BETWEEN WSOOT 152311 AND SANDERSON: 0.99997064 0' 20' 40' �,''�/ ���,�//\ ''' O1_ - ILLEGIBLE- MARKED TION ,AT CENTER _ !�-. \ 2B??T -stop eiia W` INTERSECTION SCALE 1" = 20' '� \\ T ye MAN DOOR \\.16 �',apM1' y� yPP,1, • h ,2 GPPE29 CULVERT 4 q.4'''. TILITY NOTE.51 o FLOW LINE'VALLEY'FOR Ty STORMY/ATER DRAINAGE O/ UTILITIES SHOWN HEREON ARE FROM FIELD MAPPING VISIBLE SURFACE 2�•,. •0 .iiAPPURTENANCES, AND MAPPING UTILITY PAINT MARKS FROM A UTILITY M1' LOCATING SERVICE. BURIED UTILITIES ARE ONLY SHOWN AS a n D m '+:� (((}}}� ' ' APPROXIMATE AND SHOULD BE VERIFIED BEFORE CONSTRUCTION. 12•CPP CULVERT 1 �, /4., SKOKOMISH RIDGE Nt19iR00MS "' II0V 291.11• M1 ' I ��1TJ , : , BUILDING B / e Z FT, 4/46/ . IjGD i / .� W// \ \-J O� /V % BURRING +�M11#0U o Z , ,o a ,a\\'°� /e MAN DOOR 0� / Dec m/1/ SURVEY NOTES Z 0 3 m +��'/ BUILDING FINISHED FLOOR /I 11 f,y0'a"'1 A''..-.{:5P2.1 S AT GARAGE 2DWR COHCRETE �, V o 0 I f'1 / rydry \- T� 0/ �4� / '- .age I 1. IAND TOPCONNSTRUMENT UHIPPERTMRCRTK ON PGPS STOTAL STATION 0 06 N Smo///a l��'/ \ ;- '�° ���. -&-V'• .. 'I* V / +?e r. ! 2. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS IF o"zNG, _ PSDMH 1208liti -/ . G: / ,n 6 OF WAC 332-130-145. Z/ Ill�o \\\ `�•1\ --'- _ 2e?.l 1� RIM 27s.2I' 0 / m / 3. SURVEY COMPLETED 05/2025. Q F _a /1,,{j r \''F 2'WIDE STRUCTURE / �( / 4. ALL MONUMENTS SHOWN AS FOUND VISITED 05/2025. J •' / ry' "'L� , IE 278.6 SE 2•PVC / L7 / z9 MT11 DOWNTURN PIPE / Ac ' 5. PURPOSE OF TOPOGRAPHICAL MAPPING IS FOR ,,n °- //., 1\ N:709171.20 - y 'zea � 49' z s / FUTURE IMPROVEMENTS OF SITE. '-. N Z '7,4g"-a. \\ EL•28237 32.50 al." BUILDING' r't�ry% • 7o a`,_ 203! / �l 6. CONTOURS WERE ESTABLSHED FROM FIELD MAPPING, Q o \ 1 D 'S 7 m' 1' CONTOURS ARE SHOWN. O z m STORM SWALE I \` MNFN \` M1 OVERHANG ,ry \'Yv 2ig!1 r 0 'TOW' 0 ;toy 7. MTN2COAST. LLC (M2C)WAS RETAINED BY WILLIAMS V Z a 1 n R�''� \ Q\ •• • ,`.v. $ $ ry. • • � �\ / ,� I I ARCHITECTURE TO COMPLETE A TOPOGRAPHIC SURVEY N OJ al w 2 S�'\ _ • ry F•,. 1' ✓g ' / �' ! OF A PORTION OF MASON COUNTY TAX PARCEL N0. \ca. . e\ ����\ \ M1 •?a • - ',m 41.:. / _�y651 / +'Y �,Tp 420020062000. NO TREES WERE MAPPED PS PART F \ I 1 �'c0\�, • a m ,y ` / roa/ �ti OF THIS WORK. o • " l / M1 B. NO BOUNDARY WORK PERFORMED THIS SURVEY, NO $ I '��� Ai� /"'2g2 N. ao ry8, 6 1�y� .ygyd' � e L / .W?° I EASEMENTS OR ENCUMBRANCES HAVE BEEN m `\ I II W i�,�p`� At / ��...,__ _.`-'--,,,,.-7o4,-----..._,c -Pe •"—elm \fig moll RNUNG M1 X2629 \ '/ // +~ / 1 REVIEWED, OR SHOWN ON THE MAP. \\ w. o (, //` ` / STORM SALE tl01 \.mil 14. ON CONCRETE g5P. �..6 / Y / C1 L 1 Q / /\ RETAINING WALL.. 2 ??"/ p / SINGLE DASH YELLOW y\ /� O� \ �A�' \j-. m STRIPING AT CENTERLINE �q ��� it/� \ \\, p dOl C'� • by`',1.1,,,....// / CROWN OF W CORPORATE }ry \\ ill ty t9 \ // LNOT IN " -IA . ROAD I_ SO'. !9 li' e -OO /1 kl +N' �r0�P\it x2'1iDE NOT.N /o ‘......./.. \/1/ry ��°/ 1 Ca �.! \_ / I TFsr OF WOF WATER. o 111 M1 /7/�\ `. � M1ery Q3 M1 LEGEND < _—_279—/ \ i //l tio.'—y,/`" \ I \) \ a- I + PK NAIL(M2C CONTROL) C7 // I /\\\\�P1jJ,/ I / /--�J\ \ rva'ty / I 0 RERAN AND CAP AS CESCRIBED } z g T" / I \\`,// / ! / D / ���hhh 5 I O REBAR AND CONTROL CAP (M2C CONTROL) ui .n I / / \� �� / ! �/ / m I I® MAIL BOX > o 0 1 / I �t?y°_v / WOODED'AREA/DENSE 1 l _ \ 9'�� I o WHEEL STOP CC I— GC Z 1/ I // / // / VEGETATION /// / t�WIDE'T \.\\ I' +I,`�g W STORM CLEANOUT �13 SEWER CLEANOUT < ~O / / / / } 25 T3 STORM CATCH BASIN 0 LL C CO l // / / / / / \\ yam? 1J1J,, N:709054.61 ®STORM MANHOLE ' I ,ryrvW'// / // sI / // \ 098 876 © TELECOMMUNICATIONS RISER d Z Y= R' ,,,..1.0. / +M1 / / \\ MCC p DECOMMISSIONED TELEPHONE VAULT/MANHOLE ¢ 0 Q "' / / / / 04 WATER VALVE CJ / I I 1 // a I1 I --( CULVERT () Z / // i ^/ 1 )\ / M1 h at)!I CI NATURAL GAS Mt1tK 0 c�'7 // '/ — II �e I / J + ~/I a • pP 1E POWER TRANSFORMER d .~_I J / / - / I 1/ I yd' I�PERK TEST PIT VARIABLE WIDTH/DEPTH 0 W = ,// \\ /! / y0e I \\\_- \\\ l/J�1 rya O 0 BOLLARD ~ = a7 BUILDING OVERHANG SUPPORT POST C/) \ / +M1 I ��,i►, 0� \\ -II gi 1� ® HEAT PUMP/AC UNIT •• 0 \\ n^ I IA` \\t0 spa \� ! l/ ly/ I I— \ / ,1 1 ,�� TESTas P\\\\\ `� t1.5'VIIOE /I/ • =' \ / \ \ /, \ STORM SWALE I ,, 'Cr N 0 LINE TYPES \/ / ^°+ /p \ \°.o \\ ih ry1•. Ct BILK BRK GROUND BREAK a �' / I / TOE-TOE GROUND TOE / .51 9H ' \\` \` \\ / o'/ a T ` HATCHING TOP-TOP GROUND TOP SEAL: / °y M1� \ / L°11 r `T -D-D-D- STORM UNE / / +rv- 1 I1'y i GRAVEL/ O�\ 1i2'WIDE \ // / Q f±i'1' • Y -- T T T BURIED TELEPHONE l ti \ 11l TEST PIT \\ // U `- -- ' P-PP- BURIED POWER +, • M1a1' 1 N \ / ASPHALT W—W W—WATER LINE ---Cl O - NATURAL GAS LINE M1"' It„ 1\ V3 ry 3 I- I CONCRETE -- TO— - BURIED MAJO GIBER OPTIC LINE - 1_y _ T` R \ \ \ //1 ,,,,,•,,,,, ry°M1 BUILLDINGONTOUR e \ \ .5.., 1 \\\\\\\\\\\\\\\\\\\\\ UNE +,OP' \ \t q / 4 — — — - BUILDING OVERHANG 215/2026 o 1 \- l rn 1 DESIGNER: 1\`,., _J NOT TO SCALE E.MARTINEZ I \ fl - e I ya AUDITORS INDEX: SW1/4 SE1/4,SEC. 2,T2ON, R4W W.M. DRAWN BY: 79£1 I 31.5'WIDE ry �M1 DATE r"""' /�.� PROJECT NAME: SHEET NAME: M.LOPf:Z m�II STORM SWALE 05 19 2025 / ` lAPPROVED BY: f\�\v�p //Q Yry 1"= 20' p 6T l a A TOPOGRAPHIC SURVEY E.SORTEVIK dw,\ \r\ / o .: ; Q `�� '�'� 130 W CORPORATE RD DATE: BERM .;.&4'1 // ,../ // T DRAWN 25-117 ' P MTN BUILDING B SV—1 FEBRUARY 2026 1111 ' ~T / / I o \T ry d CHECKED 2LF j 9 2!030394 Al • PROFESSIONAL LAND SURVEYORS JOB NO: / �. '.I."0ry' LW: i '4,,9F�15T[P<<41- c 2320 MOTTMAN RD SW,STE 106 CLIENT NAME: 24-000450 'k. \ \ \-\�''P`,T` '--r---. EH APPROVED '- �'" SEC. 02, T20 N. R 04 W., W.Mi . k. �� T-: ;..., w. • ''-'/;.‘1,:i., A.Anderson 02/11/2026 \ _ 1`' 3. I i/ o / =,L !•/ \ / \.k \ y `tea. / / T a. o : 1 k. y i l '- - jk.\ \ / :/ 0 20 40 • Nv. �' \ '' ''.',9-',' , - ',./ a / / SCALE IN FEET �( /% . �k. /: / T / LEGEND 1' \..f' 7w, k \ a O 'yS Jam' ! .aJ , i . q / k., ��. \ Jf, d.• �.,k / / — — RIGHT-OF-WAY T; / ----`� -�j':- 0 .',T\ -` _ /! 7`���,o —D—D—D—D— SILT FENCE,SEE DETAIL ON THIS SHEET / �\ .i /: yam, T, `�lv'. l / s • /' ,v,; i CO CLEARING AND GRADING LIMITS rf / //�i�" � /l/ \\ ```T' lk4il SAWCUT Q J / ` \ \ \ �T, I 3 I EXISTING ASPHALT AND BASE TO BE REMOVED � \ IprR l l% Iy�j '�' /! '%.� �'.( \ l '‘J, /% V/ m I/ \ 3 `_l� 11 Z \ I r...�.' / GENERAL NOTES: W • /l Z • _ • 1. BMPS SHOWN ON THIS PLAN ARE THE MINIMUM BMPS REQUIRED.IT IS THE V UI \ \_? ((' ,/ !! % '`�, ) �' '/_. CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SITE IS COMPLIANT AT ALL Z o 3 N \ � / /7' :�, TIMES AND INSTALL ADDITIONAL BMPS AS NECESSARY. �( 5 ,z•;•-`,,1 2 /� /' r\ I r! 2. CONTRACTOR SHALL PROVIDE ALL EROSION CONTROL MEASURES REQUIRED FOR ` E " o \ / /'� `''/U' 5 / ! L •1 STORAGE AND STOCKPILE AREAS. 0 j UL o LL Lv -Jjj 4 � /� ? � z '/ / I %% ,Y : 3. ALL MATERIAL STORED ON SITE SHALL HAVE PROPER ENCLOSURES AND/OR N '�; �\ � /�. I +, %t COVERINGS. 4 F r c .. `�/ ��1 / ;I /� 4 CONTRACTOR SHALL SEED DISRUPTED AREAS. A ` j N F., N `. "--.\...../-111 /,= j f J 4 / / ./ !% '� 5. CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING ANY SITE Z z o � !, p" /// i:. 'i���/ : / C 7 _ DISTURBING ACTIVITIES. i% p Z m \���\�` ----� /� �\ . : \ I i/ ;, �` ®DEMOLITION NOTES: `P�,--=- •—�� �f/:' -' /���, 6 / l / :• s//.- 1. SAWCUT AND REMOVAL OF ASPHALT AND BASE. � El ' - / J /� �' /; .. 2. DO NOT DRIVE,PARK,PAVE OVER,OR REMOVE SOILS FROM DRAINFIELD AREAS. _,,",r{-;; =' q / '7 / j i•- 3"I 3. CUTS(EXCAVATIONS)OF LESS THAN 5 IN HEIGHT SHALL NOT BE MADE WITHIN / :1// / / I ;'h, ' l 15'PLUS THE HEIGHT OF CUT DOWNSLOPE OF DRAINFIEND AREAS.CUTS OF 5 / f/:_,,, ;':j / / ! (/% '// OR MORE IN HEIGHT SHALL NOT BE MSDE WITHIN 50'DOWNSLOPE OF n✓ ` ./'. ,J� / •.% / : / ii. :#I DRAINFlELD AREAS. _, \ �;sa y /�,,/ /J` /�:'�/ / i J% i I 4. EXISTING CONCRETE WHEEL STOPS TO BE REMOVED AND REPLACED AT NEW U '/:.j//1Q\ /.':/ / : :L s I LOCATIONS,TYP ALL Li_ (fir /� •// / / I /, % / / 5. REMOVE EXISTING STRIPING __ o [[ I ,� co s%' 6. REMOVE EXISTING HVAC EQUIPMENT.REFER TO MEP PLANS FOR ADDITIONAL V Z • O / :'7 i / r / __ INFORMATION / / / ! h . .. / I- H cC rn o. /..--' / I / -SEDIMENT CONTROL MEASURES: o 0 o .. PIT 1.----\<0. I :/% ./ Z L_ =C7 _ \�. _.•9 / ;/-, I 1. SILT FENCE.SEE THIS SHEET. Q O— �� �c / / / I; I 2. CLEARING AND GRUBBING EMITS,TREE REMOVAL REQUIRED WITHIN THIS LIMIT. Z Z a T �oI / / i- '-23 O ~� Gac I / `/' / J Z o z 2 co o��J• PIT 2 \\'\•� / I% CI � I/I `\ n/ 3 O �o ��,g .I; l/ - FILTER FABRIC MATERIAL USE STAPLES OR z E--• \ 2 • `% • ,'( /; / WIRE RINGS TO ATTACH FABRIC TO WIRE W Cr O\o \ I 1 l~ % / MESH BACKUP SUPPORT N 6 0- U% .`•. / �� %/I AS NEEDED FILTER FABRIC 11 IN MAIEWAL 1 SEAL: Q� / / O , / 1 �. ��J `.XpVEY G.h / / ti 'p 0.� .•.��.'�.fe Z of wasy �O I'' C .�`.obo..�.o.:B E \0\ / /• d /', (' / - ,�' `DSO•':' BACKFlLL AND TAMP i' .. '3 I/ 3/• i�tiiti`� 7 rr .i M7>i / Ij L ! / • N� N�vrReati.<a-us � c��v � e ° i PIT 3 / 3/ BURY BOTTOM !'r,y Fy,''',4740.°G~ i . ..' / : IJ •/ / / AL IN y( 6'MAX. z DESIGNER/ I ' 7 4'MIN. Le, E.MARNNEZ ! 4, ,//1 WOOD OR STEEL POSTS DRAWN BY: - _ _ PIT 4 / /. ;•/ /; 'iI / WOOD OR STEEL FENCE POSTS M.LOPEZ ED BY: /� ,..I .,1/ I ,•. • , APPREVSORTEVIK DATE: I :J I. 3f FEBRUARY 2026 / I/ '1 / JOB N0: \ / I ! I N SILT FENCE 24-000450 -P-.:t. EH APPROVED "; ,_ SEC. 02 T20 N. R 04 W. W.M. \ x W Anderson 02/11/2026 \% ' ` iii, �,, G it . , . -:: / .- / , / ,'"f;,,,,,,,...,,,TT„,....,.........„ j� _ r U L.. I vvoF / /.= 4/....„,„ -12 IiF I I I • / �. 'LF'.' 10 7 `Lf.":::„"-..----"'-\.. " \ \ �O/Jq,, a / L / O 20 40 L SCALE IN FEET 3. ' %'' \ , �nFNTR �1 l ,, - �' = �� / LEGEND !' • / /;, �_o -c-,--(--:. �` L c '�c� -7.-, T\ _.,3 / ]-•,•A I — — RIGHT-OF-WAY o � . Ir/�� J/ / //.///// //,,s__ ,. ��..,�?/ -yCT �.h l —— PROPERTY LINE w / / Li o lr / _ !:' "i%/-''5�. / \\ T / •-YLr l @ STALL COUNT a `I ,•,"�- \ •' / / o CONCRETE WHEEL STOP, /' _- \'.., \ `�T- / f SEE SP-02 r ///. . /%' �" 6' \ t l", !' // :-//,/, �,/- \ �'J l/,' �,�J FULL DEPTH ASPHALT PAUTNG,SEE m•<•/ / \ / L---.-------J EXISTING ASPHALT W z ,/ 4 • O N /�, ,' / r i" ,/./ r9, TYP \1 /% EXISTING CONCRETE UL Q /---?( / - / I /' 'I': rte�,-'_-.�..¢.-i- -v-���, Z U ry a ` /. .� / I / /; 'l' L��"_ _1--�c o EXISTING GRAVEL Q 5 ''m ^ O o - ,/- l/ !" JI W 1-1/2'WATER LINE,SCR 9 HDPE HI g / l© ' LLZ • // ', i-•, r / / Ill 'j' -----w w w- EXISTING WATER UNE �� J Z ^' J / \p�\ r /'/ z- MAINTAIN MIN.5' !, / /:, ,%I / J -`* ( •," ' / 1-1 2 WATER METER,PER DETAIL Q ry ,\\. - r •SEPARATION BETWEEN 'O / i % 0 / 7 _ / \ %'� BUILDING FOUNDATION AND : / / / /�� ((( W-03 ON SHEET SP-02 z z o ' - GREASE INTERCEPTOR TANK x: 20',TYF. / 3 0I % 0 z m Ll_.._ 4.50,61; • 2 Q I, _'�//r, % 33' Q "..o,' I ;li GENERAL NOTES: > C),--r /., 5 / s l �_ \ /; -% J 0.. / i 1. GENERAL CONTRACTOR SHALL COORDINATE ROUT).LOCATIONS AT THE BUILDING ;' ;\x� 12' l ;� I a /" f WITH SITE DRAWINGS,SITE CONTRACTOR AND LOCAL UTILITY COMPANIES IF U < a ' /�,�a . " / / % REQUIRED). Ly., -- , � , _ . , O3 ( / - I 0/ I / 2 IF CERTAIN SITE WORK IMPROVEMENTS ARE COMPLETE,GENERAL CONTRACTOR 0 co / . .%� ' SHALL PROTECT ALL COMPLETED GRADING,UTILITIES AND FINISH SURFACES Z v `� 30' co _ I : / _ FROM DAMAGE DURING BUILDING CONSTRUCTION. CC _- - - • 10' / \ •1/ ',I: 3. GENERAL CONTRACTOR SHALL PROCURE AU.PERMITS AND PALL ALL ` 13 \ 7 "r 1 ," APPROPRIATE FEES FOR CONSTRUCTION OF NE PROJECT.ALL WORK SHALL U w z • \®_ // ' // ;• i •I CONFORM TO CITY,COUNTY AND STATE AUTHORITIES HANNG JURISDICTION. Z Q I—I- • _ "- _ \ a < H_3•,- 0 \ / ( I ,•/: r•'7I/ 4. PRIOR TO BIDDING,CONTRACTOR SHALL BECOME FAMILIAR WITH ALL SITE ¢ u- 0 ..pp/� �� \ ` ,+ O \� �/ _ / /,'r I CONDITIONS NAT AFFECT CONSTRUCTION. CL Z a / •'• \ `• 0. a _ 6 CONTRACTOR TO LOCATE / ;ti '. / 5. SEPTIC SYSTEM CONTROL PANEL AND ALARM TO BE AUDIBLE AND VISIBLE,AND LLJ Q 0 'q/i \ \ \ 0 DRYWELL IN CURRENT LOW SPOT ;, SHALL BE LOCATED ON BUILDING EXTERIOR.COORDINATE WITH MEP PLANS FOR — v �\ \ . EXTENT OF CRYWELL .17 I EXACT LOCATION. ZZ o 0 �'� \ \ \ \ ;23 EXCAVATION AND STONE, /�/ /•-• 0\ \ \ \ �\ g TYp,. 'SEE DETAIL ON SHEET CO-01 `" "'F- \�� �\ \ R 3' i • /, ,'�/ ®CONSTRUCTION NOTES: = N \ \ \\� j. O %lI cn --,-......„-...i..,,,•, \ Q L r1, 'h' l 1. LINE,SOLID WHITE,4 IN,TYP. O \ \ \ \ `,. £ R=30' /,�;J 2. ACCESS ISLAND,SOLID WHITE,4 IN.TO BE PAINTED AT 45 DEGREE ANGLE WITH \� \ \ %/t STRIPES.PAINT WITH 2 COATS TRAFFIC WHITE WITH 7 MIL DPI _ ..•\ \ \' • '� /; 24 IN BETWEEN •G =• \� �\`;' :/ ii" a I PER COAT o \ \ / : �. % 3. ADA ACCESSIBLE PARKING SIGN AND POST,SEE DETAIL SP-02. a / A - / 4. ACCESSIBLE PARKING STRIPING TO BE BLUE,4 IN.ACCESS ISLAND TO BE SEAL: \ • / 1 PAINTED AT 45 DEGREE ANGLE WITH 24 IN BETWEEN STRIPES. NEY G, ��,\ • / / L ti.r l 5. 3,000 GAL SEPRC TANK.REFER TO SHEET ST-01. :�.ZtE°e WASH�0� �\ / / / / .��/ 6. 2,500 GAL SEPTIC DOSING TANK.REFER TO SHEET SS-01. " 7�..y, `0 0 -- \ \ . ••,\� • i /• / !ly !%�/ , 7. MECHANICAL ENCLOSURE.REFER TO ARCHITECTURAL AND MEP PLANS FOR $ •--., -'•., �\ \ '� / + /j 7/ ADDITIONAL INFORMATION ON FENCE AND EQUIPMENT. P /, ,fn \• \\�' \\\ r,% l% / 6. 1,250 GAL GREASE INTERCEPTOR.REFER TO SHEET SS-01. 9FS RFcisleAE°v''2 \ \ \ \ \. �� I 9. REMOVE AND RELOCATE EXISTING WHEEL STOPS TO MATCH NEW LAYOUT. st �. • \ • �\ \ \\.\, 1 r I �' / PROVIDE AND INSTALL WHEEL STOPS WHERE REQUIRED. 0NnL • \ \ \ \ \ \ I / I li / 7/512026 �\ \ \ \'., (,' 10. 60 LF OF 1-1/2'WATER SERVICE UNE SITE CONTRACTOR SHALL BRING WATER DESIGNER: \ \ \ \ \� l r /l I% '/ • LINE WITHIN 5'OF THE BUILDING.SITE CONTRACTOR TO COORDINATE WITH MEP N.SELBERG �\ •�\ \ `• _ / ;• (� CONTRACTOR ON CONNEC110N LOCATION AND DEPTH• . DRAWN BY: 11. ELECTRICAL CONDUIT AND STRUCTURES ARE SHOWN FOR REFERENCE.ALL N.SELBERG _ •_\\ \ ',\ • I / 1% +• ELECTRICAL WORK SHALL BE COORDINATED PER MEP PLANS.REPAIR ASPHALT APPROVED BY: \ •�` ;'/• ,4`• .I IN KING. • \ C.BUCKLEY / I • ;1 _ %%.'r / 12 INSTALL DOSING TANK CONTROL PANEL MODEL PER SPECIFICATIONS ON SHEET DATE: • SS-04 OR DOH APPROVED EQUAL PER MEP PLANS. \ • I I 17 I p FEBRUARY 2026 \ "/ /; ,�9 / 13. 3,000 GAL TANK&MICROFAST 3.0 UNIT.REFER TO SHEET SS-04. JOB NO: \� / I f k,- •^/t ...,..24-000450.._ PAINT SYMBOL TRAFFIC WHITE. 7 MIL DFTPAINT(P2ERCCOATOATS W/ 3-°• _ 7/e°DIA. EH APPROVED 3°MIN.WIDE STROKE WIDTH n 3/16. A.Anderson 02/11/2026 PAINT BACKGROUND r o INTERNATIONAL BLUE. RESERVED PAINT(2)COATS W/ PARKING NOTE:USE STEEL DRIVE RIVETS TO FASTEN 7 MIL DFT PER COAT -j R7-801 t_ r POST TO SLEEVE AND SIGNS TO POST. (12"X18°) l•I °i a z '� - MATERIALS:C1006-1008 ALUMINUM KILNED SLUE PERM FINE GRADE STEEL ��3"WIDE BORDER, PAINT TRAFFIC WHITE ./ PAINT(2)COATS W/ R7-801A iA {- { 3/8°DIA FINISH: ZINC PLATE W/CHROMATE SEALER. 7 MIL DFT PER COAT (12°X 6°) VAN (AS NOTED ON PLANS) ACCESSIBLE HGRIP OLE. E:NOMINAL 3/16°IN A 3/8°DIA 1 STEEL DRIVE RIVET STANDARDS 2'X 2'0.D.14 GAUGE 8"DIAMETER 1° o GALVANIZED STEEL POST W/� 4' ACCESSIBILITY SYMBOL 3/8'DIA.PERFORATIONS o 0 N 5'MIN FOR RURAL 2 NTS ROADS IN URBAN AREAS cg — DR PER MUTCD 6, CONCRETE BASE W/2.25" <1 X 225°O.D.36'LONG,12 ...n - ,I { GAUGE GALVANIZED STEEL 'L .,— `� RESERVED SLEEVE c _ PARKING R7-8e /i.\/�\, I°{,\y \� x� i �,•.�. z°CLEARANCE TYP \///\\\,..-,\:::: /\i\" \/' r W I. 02" X 18") ,,\i\\��\\. \� \\� \ \\/\\\i. 32• U ° n r \\//\j\\�� j\jj\j/ 32°MIN 36°MA% ,L�A. g m PERMIT REQUIRED '"2-:,--\.••::2- \/\7' /\/\\ (, 0 1 O 2-5"W NON-SHRINK NOTES: $100 FINE j\\/ //\ YY V •J 0 B z TWO 3 GROUT // \\\ \ 0 ()—a ? BARS SIGNS SHALL BE INSTALLED ON SIGN, ` - CONCRETE BASE W/2.25°X /\ //\\ 4 4 "' POST AND FOUNDATION PER DETAIL 225°12 GAUGE \\/ �. ��� V J ON THIS SHEET VAN GALVANIZED STEEL SLEEVE \.�\\iY\�.\\ d n w m &CEMENT R7-801A PERFORATIONS 8"DIA. \\\,\\\ 1 0 w O B MIN GROUT 1°DEPTH ACCESSIBLE) (AS INDICATED ON PLANS) 0 0 5 CONCRETE BASE, SIGN POST 10"Max Z U) o TWO 96 BARS AND SIGN PLACEMENT 6 1/2" PRE—CAST CONCRETE BASE CEMENT CONCRETE WHEEL STOP ACCESSIBILITY SIGN SIGN,POST,AND FOUNDATION WITH SLEEVEEl HIS NTS NTS I- U Q LL U Z_ v PS PRIVATE CONNECTION PER UBC PLUMBING CODES KEYNOTES co "' �,--�r��- ® 2"0 TYPE K COPPER = D�' ' CI BODY RS 2"GATE 1� S�_y_v 1O 2"-MIPT x 110 PIPE OR APPROVED CO1--• z . �:_ U w t; - �� COMPRESSION POLY PIPE(200 PSI /3•ASPHALT CONCRETE SURFACE J Q ¢I- UA FlPERATi 2" 1� ./ Q LL ct(.7 SQUARE OPERATING NUT 1�1 Ytl M ADAPTER POLYETHYLENE Y 4"AGGREGATE BASE COURSE I— Z a= WITH BOX 1 3 2 3 bus mu„,,R FR X15428 COPPER TUBING O.D.) 3 :z �L T , ��. 9[7-1/2" OR 2" Q METER BOX TO BE: ¢ D_co %��� _ WATER METER MID STATES ��" "P & O¢ �a �K t 1 sv +► • • v •-Lr ♦ y► -v r�s 5'GRANULAR BORROW W U T -Ti I SENSUS OMNI C2 BOX #BCF173o12B f, 1 i►'1` �Z 1 1 •9/ i 0 4`• - -I CUBIC FT. READ. LID #BCF773ORL Ate/ I"I %`I�`I.I +'`� I~I r`I"1 CO 1 5 j © BYPASS SHUTOFF VALVE PREPARED SUBGRADE �. ®(ALSO SEE OO 'lC^"1CMUELLER 2" /�/\/�/� �/\/�/�/�/� (95%COMPACTION) J w z NIPPLE SPECIAL NOTE#2) �� COPPER METER \���A��A��A��A\�A��A��A��A������ _ ¢ 8 BYPASS J� YOKE W/ELEVATE) LL- -c; APPROVED MEIL1.1 BOXES: 0 I DOUBLE STAINLESS STEEL II J i �� \ MI 2423-2-99000 OLD CASTLE OR CARSON MINIMUM SIZE OF 3 SERVICE SADDLE I 12" TALL MAXIMUM TRAFFIC RATED BOXES 1- ✓ *ALL OTHER FITTINGS FIBER LIGHT TRAFFIC " FIPTxFIPT PLAN VIEW TO REMAIN 2" RATED LIDS. NO ASPHALT PAVING NOTES w wU E 0 I **OTHER CONFIGURATIONS MAY BE USED TO READERS. 1730 LID, ALL TAPS: NTS 1730218"BOXES. LIDS MATERIALS AND CONSTRUCTION OF PAVEMENTS FOR PROJECT SHOULD BE IN ACCORDANCE WITH THE IBUST FIT YOUR NEEDS. HOWEVER, THEY REQUIREMENTS AND SPECIFICATIONS OF THE WSDOT SECTION 9-03.8'HOT MIX ASPHALT HMA FOR 12" O.C. MINIMUMNEED 2" DIAMETER HOLE (HMAT SEAL: MUST BE APPROVED BY THE CITY PRIOR IN THE HMA SHOULD BE PLACED 2 1 -INCH MIX. LIFTS OF AT LEAST 1-1 2 INCHES,BUT NOT LEAVE 1'MIN. WIRE TAIL TO ACCEPTANCE. CENTERED IN A 4-1/8" A / / IN BOX AT TOP (MAY°BE SUBSTITUTED.) FITTINGS I DIAMETER SER BY 5/16 DEEP I GREATER THAN 4 INCHES THICK. �N1.0 VigG•'y0` �� COMPACTION SHALL BE PER ASTM D-1557 co3 BOX I 1. FOR PREPARATION OF PAVEMENT SUBGRADE,FILL PLACED WITHIN 8 INCHES OF FINISHED VALVE STEM SPECIAL NOTES: .. 1 1"I SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 6 INCHES OF SUBGRADE IN o I SEE METER ABOVE 1. MINIMUM 15 FT. SEPARATION ALL AREAS TO BE PAVED SHALL BE COMPACTED TO AT LEAST 95%OF THE MATERIAL'S '«,,,,,:',4's°405' s 2'MIN. TO ADJACENT SERVICES. MAXIMUM DRY DENSITY. c,'ti I 'I 2 14 GAUGE BLUE COATED 2. ASPHALTIC SURFACE COURSE MIXTURES SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1800 !OVAL I II 3'MIN. II y �ia 1• g "� POUNDS,AND THE SURFACE COURSE SHOULD BE COMPACTED TO A MINIMUM OF 97%MARSHALL 2192026 i 1 �/ I. TONING WIRE MUST BE DENSITY(ASTM SPECIFICATION D 1559). DESIGNER: SERVICE I I! { WRAPPED AROUND. CO NECT 3. ASPHALT CONCRETE SURFACE COURSE TO BE PLACED IN rn0 OR MORE EQUAL LIFTS. SADDLE AS 5 POLY PIPE IS USED. CONNECT N.SELBERG I I (41 BYPASS ME SADDLE OR APPRVD BY I I _ I C I I MECHANICALLY BOND TO EX. D�WN.SELBERG pTM7 j I WIRE ON MAIN. LIGHT DUTY ASPHALT PAVING APPROVED BY: (f' TONING WIRE REQUIRED WITH POLY PIPE NTS C.BUCKLEY Y SEE SPECIAL NOTE 2. C.5,-;,--,. DATE: �. I' I/ -. 1%'-2"WATER SERVICE FEBRUARY 2026 i lE-RMAIN JOB NO:.^.'._..^t Q INSTALLATION 24-000450 a BODY RS 2" GATE NUT Wil FlPTxF7PT 2" �/ NIPPLE SQUARE OPERATING WITH BOX ,-.,'"y 44-1....7 JAY HARRIS, P.E. __.,. SEC. 02, T20 N., R 04 W., W.M. �EH APPROVED \y _ • Ate`).Anderson 0�/l(/2026 / \ r, a- I o / / �/ m' / / Arc_ �' I l Rik / / •- ..--- , \ / `-P_ _'"_— h : ( 'N...,.,..,.....%/‘.1. i / li/ ,./ • / 0 210 40 1 / SCALE IN FEET A• / o.. . - .P):- :4' `�� �,�o�, o ;/\ /---A'�2 LEGEND n / :- ./.---- .. ./ / �& f, :/j <7C�,�CvC\ Lo�� Il -A XX / /��� �- /' _Z.-�,�"` - �"�f �/ \\ I -i° / XX FJOSTINC CONTOURS(MAJOR/MINOR) „e}:;r - / /,i '/% '�Z-/ / ,per,` �C� \ i XX PROPOSED CONTOURS(MAJOR/MINOR)• O/ ,.. • \-.,r. 4// "® t.1\-/ \ XXX.XX SPOT ELEVATION a .• �f j \', \ / ME:XXX.XX MATCH EXISTING ELEVATION rK/` '%/`,-,. I \ / I SLOPE LABEL ;/• > \% \ / / ii \ W z iz / /' / j: o / / Z U 3N 4 1 PB.t._ •. : f, I t .',1 by > �4�'' Cr' / %1/ l Q sg f5_`,.',L, b i N w V r � `/ D / // ./ / gas f� Jz � ( _ / / I 1 , Ntv0 \\ _ /' /./ ='i;,, �D l / l: GRADING NOTES: U z . - ,m� 1. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE AWAY FROM BUILDING ,,. -- --. .. \...1.`,. >� `'� / :'1 . AT ALL TIMES. il ." _ _ i ��j ��y 11 !:• • , 2. EXISTING CONTOURS ARE BASED ON TOPOGRAPHIC SURVEY BY MIN2COAST r i 4(/�\J / 1 fig, DATED 5/19/2025 n •/ '� ( ,j 3. SPOT ELEVATIONS REPRESENT FINISHED GRADE AT TOP OF PAVEMENT UNLESS wry iI '20 . , ',;r,:",� D1. / r • ;:I :•/ OTHERWISE NOTED.�'' .. D - - /� .i' f . / '1 4. ALL LANDSCAPE AREAS SHALL BE STABILIZED. F- '-..'/;5-0 i:. ••'. .'.29 , v �: ° s,•,. I I • / GENERAL STORMWATER NOTES: Z I� c.9 • r'" / t 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT Q °� Pr1?. // / •Il / NECESSARY TO COMPLETE THIS WORK. j`.' / \ / ;'/ ,l 2. PLAN LOCATIONS OF OTHER UTIUDES ARE DIAGRAMMATIC ONLY.CONTRACTOR 0 n o 02 _ • y 1 1 / r TO VERIFY FOR THESE SYSTEMS.VERIFY AND COORDINATE LOCATIONS WITH E"' o - ° ,^ �,/' { \' INFILTRATION DRYWELL/4FT DIA.:' ,� NEW FACILITY INSTALLATIONS IF NOT WHERE SHOWN ON EXISTING PLANS, Z Q O /z \ °� < ME 282.73 oa3' t= \ RIM:282.20 �\ ME 282.65 \ ;1 ;•;/ 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM ENGINEERING PLAN. < L.L g z\ \ _,`O SEE DETAIL THIS PAGE p i�//'• \ ��\ ': �``.a .,282 62 .tl / 1 / j THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED a= ,�� - \ \ \ \ �v / / / / OVER TO ENGINEER UPON COMPLETION OF PROJECT. Q p \ \ �.\ -'mot I '1 •i 4. THE CONTRACTOR SHALL VERIFY DIA,LENGTH,CONDITION,PIPE TYPE,SLOPE Z pU \.\ o •--r f I l _ AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF ¢ Z - ,' \ \ \ •r .' tl I I Manhole ham a cove THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT o p ~ - \ \ r \ \'2 252 ;~ r / / / / I a' n° ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. Z I- �` �\ \\\\` \ \ i / 1._ _ _ 5. ALL EXISTING PIPES AND STRUCNRES TO REMAIN SHALL BE INSPECTED PRIOR p W = '•``�r;W2- \ \ \ \ '- •' 1 r __1 - - - - TO START OF CONSTRUCTION.NOTIFY ENGINEER OF ANY DAMAGE.CONTRACTOR Q 2 ��.?0---•'' \\\ \ ����\.' 7 •,,„,,/,,,.,...,,,,,,,,, - {ME:282.73'. ME:282.64 :I ? •( / SHALL FACTOR ALL EXISTING AND PROPO D STORM STRUCNRES AND PIPES �' �a; \ \ \ ��'y !�� •r / - MC 28200;/ t r I_ sb290 turzau ONSITE PRIOR TO THE COMPLETION OF THE PROJECT CD O \`'�. \�� �' 283 -o l / I / �`����Filter fabric 6. STORMWATER TREATMENT AND RETENTION FACILITY SHALL NOT BE ACTIVATED s� \\\ \ '�; f / - I UNTIL AFTER ALL CIVIL CONSTRUCTION INCLUDING PAVING IS COMPLETED. r , �' )aU Io ,Tb'T: \� \ •/ / / CONTRACTOR SHALL MANAGE ON—SITE STORMWATER FLOWS DURING w CJ \ 12,1-.maz. CONSTRUCTION. / - 304•m2•wasbedd.errorx 7. CERTIFICATION FROM PROPRIETARY STORMWATER TREATMENT AND a 283,24 • l / d / --• I mot" ' DETENTION/RETENTION SYSTEMS SHALL BE PROVIDED TO ENGINEER AT TIME OF Ste-• • \ ME:28ZSS 6, \: • / t / - ." -__�)�g CONSTRUCTION. .XrfEY(,, • • \ \� I / I X 8. ADA STALLS AND ACCESS AISLE SHALL MEET ADA REQUIREMENTS.ADA STALLS `Z1 of wAsk„0 't\'' ----,1-..,-, �\ -'4,--------, \ / 1% / / `' ';`-I.)�.,' SHALL NOT EXCEED 2%IN ANY DIRECTION. gyp`' *A�3 •• �\ \\. \.-` r t /• . / —►I m lo(yP� I ° \\_ : I II�• \ \� \ \ \\."ti \• / 1 Precast drywall base—,/ Sir min. «:,,,,''',474,-,',',� k \,......_••••_. \ - \\ \ : I ) DNAL \ -�\ �.-\ \' J 7192026 \,�\ \ • / '• N.SELBERG \ • :/ / DESIGNER: \`•�\ "�\ �--� ' ,I I J i DRAWN BY: \~\ \\ � '',\ "� u`i'`.•I ( N.SELBERG _1\ \`\ MI l �I • , Notes: APPROVED BY: • / : \ \ \ / ,r. / t.sa xrn above rater fabric to ease m osPnanwlln rnuhea C.BUCKLEY -. _. \� \-\ _'/ / surfacing base nurse. DATE: ''• \ • I /: '/ FEBRUARY 2020 w _ � - -- _ \\ __- / / // / z see end spacing of drywalls determined by drainage aearyvs. NOT TO SCALE JOB N0: \ / I r' r ��I -...,..24-000450... gs SEC. 02, T20 N°, R 04 W., W.M. EH APPROVED L .Anderson 02/1 l/2026 w LEGEND / / -,::'''-- / -. / ( \ • s ',w` a• -;+-5.,____.,:f - � `Q ! r:' 6°GRAVITY SEWER,SDR PVC CLEANOUT / / \i �\.w\ p- ° ----o TRANSPORT PIPE o of 2,500 GAL PUMP TANK / \ p / 0.— MANIFOLD PIPE r� • f 1 w' 3 T� p a/ _ 0 0 I 3,000 GAL SEPTIC TANK / -, \\ p 1 RESERVE DRNNFlEID %l /;.. ' mow_ I ,p :// II / :J. ■ SOIL LOG / /t / T iG \ n, / / 71 / 0 40 • w I I I M,. �, o o G " mow. / : /` X .. �` �` ,-na \ ° I SCALE IN FEET / ! ?/ ' �_ �.:- - —"LD � C-L�CLT --ha --`per I (1 / , " �,. . �:.'" �c,r • w l'-.o, SEPTIC DESIGN DATA: •/ /'`\ / �` <`-� �Cf \ ww. ,,p DESIGN FLOW: GAL/UNIT/DAY FLOWS ARE BASED ON TABLE 4 TYPICAL WASTERWATER FLOW RATES FOR \ / /, C. -c--`'-` r w- I NONRESIDENTIAL FACILITIES. IT IS THE OWNER'S/USER'S RESPONSIBILITY TO INSURE THAT THESE LIMITS ARE NOT �� / / - ,o`= "�� 7 �\� -7-,,, . lI EXCEEDED. i j,t \`'. D \ 1 ICE CREAM MANUFACTURING FACILITY- OPEN FOR 8 HOURS, 5 DAY A WEEK. Q / • \\ T' / °3 __ *NOTE ALL WASTEWATER PRODUCE FROM RESTROOMS WILL BE MANAGED BY THE EXISTING SEPTIC SYSTEM ON 7 ///,/,,,,, \ rF /1 J / SITE.* /' !, ( I; LLL ff/ ICE CREAM PROCESS OUTFLOW= 377.1 GALLONS/DAY z / • _/ i l I~- (3,/ I DESIGN FLOW= 1,000 GALLONS/DAY o .••i` ,'�I ., / r' �: 1 h': I w z /� 1 /' i�r: , ; '•A -*'I-. SEPTIC TANK SIZING: =m a "• \ / //// / I'41-)._,, •• 3 X DESIGN FLOW= 3,000 GALLONS U < j� / ! • �" /'� USE: ONE 3,000 GALLON DOUBLE COMPARTMENT TANKS z 5 W (��' ,.. % Jf j/ / !;I Ii /:•.i _.- PUMP CHAMBER SIZING:2.5x DESIGN FLOWYO. J rn LL p�\ / / j 4 .I' USE 2,500 GALLON PUMP TANK 4 p ? a \ � i�l.: / ...-77:/// SITE CONTRACTOR BRING SEWER LINE WITHIN 5'OF "//// I '� V f W '°'—\ - +=.: BUILDING.SITE CONTRACTOR TO COORDINATE WM MEPI / j r O ' \\ / `' CONTRACTOR TO CONNECT SEWER AT AN ELEVATION TO ;:/)/Y/:/z://' I :I SAND UNE BED APPLICATION RATE: 4 a .1111 /, MAINTAIN MINIMUM SLOPE OF 2%FROM BUILDING TO TANK •/ •' "'' 3 z z o / \� / .e // s,t USING TYPE 1 SOILS APPLICATION RATE USED: 1.0 0 Z m \p\� !';`'' • • / %�i I I /ry, ° `r I: • GAL/SF/DAY U 0 0 �p_= - —� i. '' %h `i a✓ • I l : :l' 1 I TREATMENT LEVEL B t-.' •'?••: ---... - 16 LF J, OF 6°SDR 35 GRAVITY SEWER '''''''-'''...,'•:,:',.'1.;T/ GREASE INTERCEPTOR(1,250 GAL) 'I' l 3L= • E7:,' / s/; _ SLOPED 0)6°PER FOOT MIN. }%O ' PER DETAIL ON SHEET SS-04 I; ,;(r' DRAINFlELD AREA: ' "r:<. `j 0 •/ / :~°� /I 1.000 GAL/DAY= 1,000 SQ. FT. 1.0 j,25°LF OF 4°SDR 35 GRAVITY SEWER • A / / I/7' :3 1- �,•S� SLOPED®V PER FOOT MIN. h -i� it/ I J Y �' SEPRC TANK(3,000 GAL) USING 3 FT WIDE SAND LINED TRENCH ";.�j�JI� x PER DETAIL ON SHEET SS-03 ;l� ;'3/I Z U // Q > I • I I I 1.000 SF= 334 LF OF TRENCH 0 u I'-''Y' 10'MINIMUM ° / 3 FT - z -_.'lJ • TREATMENT TANK(3.000 GAL) _ / : :I W • PER DETAIL ON SHEET SS-04 ,1f®/ �� / ! .1' •! /"....I-. ' DOSE: M EE m �'e• ' + �� •(J^q�� �1 / Y 3'r =USE TEN 33.5 FOOT LONG TRENCHES PUMP RUNS AT APPROX. 15.6 GAL/MINUTE = o • DISTRIBUTION VALVE ASSEMBLY MODEL 9 V6605 (' 1 \ DRYWELL,SEE DETAIL ON SHEET CG-01;I �� r H U a \ o-. • o \ :-/ ':4 l 125 GAL•2 15.6 GAL MIN = 16 MIN. rn Q a I- PIT 1 �\ :, / / :1. °; DOSE: / / u.. o \ \ \ h\ _ O 'rte / ! r! I r 8 TIMES PER DAY DOSED cn z a x \�\ �\ 0 w 0. i / / I TO DOSE THE DRAIN HELD SET THE PUMP TO �„ \ _ -• O DOSE TANK(2,500 GAL) r!� U Q O r, — _ PER DETAIL ON SHEET SS-03 I C : I RUN 8 TIMES/DAY. \ \ ., \ R `w_ ;'r 1,000 GAL/DAY= 125 GALLONS PER DOSE o_ z \ \ \ `�\ / i / .'rLLJ O o O \ 8 PER DAY TIMER SHALL BE SET FOR 16 MIN. "ON" AND Cl) ' \ �\ \ �� \ \ `APPROX.76 LF OF a1.5'SCHEDULE I / °, 'II i �r I _7 HRS. 13.8 MINS. "OFF" w _ \ "��' \ ! 3 :'�� --'7. \ \ \\� �j \ : 40 PVC TRANSPORT LINE Iq._ / /7 !: ,/r NOTES (/> m co ' PRIMARY DRAINFlELD �\ , \'�\`\\ T%f/ ;'� ..--TEN 3.5—FOOT LONG:IATERAL5 \ \ PIT 2 \ ,'.,� u_ \ 1. ALL CONSTRUCTION TO MEET CURRENT MASON COUNTY HEALTH DEPARTMENT REGULATIONS. w O ,' 1.5°SCHEDULE 40 PVC MANIFOLD '.- \ `' SEPTIC O \ SOIL TEST PIT DATA 2. DO NOT DRIVE, PARK, PAVE OVER, OR REMOVE SOILS FROM DRAINFlELD AREAS. F- -`� LATERAL UPTURN/CLEANOUT(TYP.) I F M (Y \ 3. CUTS (EXCAVATIONS) OF LESS THAN 5 IN HEIGHT SHALL NOT BE MADE WITHIN 15 PLUS THE HEIGHT OF O o y \ '-../ CUT DOWNSLOPE OF DRAINFlELD AREAS. CUTS OF 5 OR MORE IN HEIGHT SHALL NOT BE MADE WITHIN 50' a O- �,• �. SOIL PIT 1 0"-11" TOPSOIL DOWNSLOPE OF DRAINFlELD AREAS. / 11"-25" TOPSOIL WITH LOAMY SAND SEAL: \ I / ' 4. ARCHITECT/MEP SHALL INSTALL AN OIL SEPARATOR INSIDE THE BUILDING ENVELOPE. �\ / 25"-60" LOAMY MEDIUM SAND p1EY G, • 5. INSTALLER SHALL TEST TANKS TO ENSURE THEY ARE WATER TIGHT AFTER INSTALLATION AND PRIOR TO OF .z,-N, aF wash yo \ \ / i NO RESTRICTIVE LAYER OR WATER ENCOUNTERED THE SYSTEM FOR USE. TANKS SHALL BE TESTED BY FILLING WITH WATER TO THE BOTTOM OF THE PIPE �3 \ \ \,\ \ I r SOIL TYPE 3 INVERTS AND ALLOWING THEM TO SIT FOR 24 HOURS. THEN REFILL THE TANKS, ALLOW THEM TO SIT FOR AN > '}�� z RESERVE DRAINFlELD'AREA �\ \�•\\' / : '" // SOIL PIT 2 0"-6" TOPSOIL ADDITIONAL 24 HOURS AND RE—CHECK LIQUID LEVELS TO VERIFY THEY HAVE NOT DROPPED. �// /� �\ \ \ \� \ \ cc I 6"-24" TOPSOIL WITH LOAMY SAND 6. TREATMENT TANK SHALL BE INSTALLED BY A CERTIFIED RIO MICROFAST INSTALLER. THE SYSTEM SHALL HAVE o !' �\ \ '� I I 24"-60" GRAVELY COARSE SANDS '9,984E ti.\ \ \ '\_ \� / A TRAFFIC RATED LID AND ALL VENTING SHALL BE BELOW FINISHED GRADE. FS �,z1Ea • \\\ \ �\ / :;I NO RESTRICTIVE LAYER OR WATER ENCOUNTERED 'rONAL e� \\ \ \ \ // / SOIL TYPE 1 y52026 "PI/ SOIL PIT 3 0"-8" TOPSOIL PIT 4 \ \ �\ r .• I 1 J I I 8"-29" TOPSOIL WITH LOAMY SAND DESIGNER: TINEZ \ \ \ \ �\ ` • i/I/ DRAWN BY: 29"-60" GRAVELY COARSE SANDS \\ \ '.\ PIT 3'., /'• : 1:I M.LOPEZ \ I !: NO RESTRICTIVE LAYER OR WATER ENCOUNTERED ice/ _ --` \ �\\ ''� ?� SOIL TYPE 1 APPROVED BY: .. ._ RESERVE DRAINFlELD AREA \ ,•''I I '' SOIL PIT 4 0"-10" TOPSOIL E.SORTEVIK DATE: FOR EXISTING SEP11C, \\ I I,.-•'!f 1o"-3s" TOPSOIL WITH LOAMY SAND GENERAL NOTE: FEBRUARY 2026 / I / 39"-60" GRAVELY COARSE SANDS JOB NO:^' ' ^ 1 NO RESTRICTIVE LAYER OR WATER ENCOUNTERED 24-000450 / cnu runt 1 AFCARVF HPAINFIFIfl dA[dC CPA' RFIA DIN IN TNRIR FYICl1NC (f1NnlT(N l7a�CF dRF4C CNdII AF 'GENERAL NOTES EH APPROVED 1. THE CONTRACTOR SHALL BE CERTIFIED AND APPROVED BY THE COUNTY TO INSTALL SEPTIC SYSTEMS 2. A PRE-CONSTRUCTION CONFERENCE WILL BE REQUIRED WITH THE DESIGN ENGINEER AND THE CONTRACTOR PRIOR TO gi.Anderson 02/11/2026 ANY DRAINFIELD CONSTRUCTION. o 3. ALL SYSTEMS CONTAINING PRESSURIZED SYSTEMS SHALL BE TESTED IN THE PRESENCE OF A REPRESENTATIVE FROM SCJ AWANCE 6°INSPECTION PORT FLUSH WITH GROUND SURFACE TRENCH.1°PVC PIPE W/THREADED CAP. 4. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CAWNG SCJ AWANCE FOR FINAL INSPECTION.ALL COMPONENTS,INCLUDING ALL TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. 5. SCJ ALLIANCE.HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL CURRENT STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE ACRES TO MAINTAIN AND MAKE ALL NECESSARY REPAIRS TO THE SYSTEM AT NO COST TO SCJ AWANCE. 6. IT SHALL BE THE INSTALLER'S RESPONSIBILITY TO HAVE A COPY OF THIS DESIGN ON SITE AT ALL TIMES DURING ORAINFILED MONITORING/CLEANOUT PORT, CONSTRUCTION. -��.,;���; ,=�_'.... •. SEE DETAIL ON THIS SHEET 1.5°0 SCH 40 PVC LATERALS WITH 3/16' 7. ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY SCJ ALLIANCE.CONSULTING ENGINEERS AND THE INFILTRATOR QUICK-4 STANDARD CHAMBER(TYP.) ORIFICES ORIENTED UP ON 2'C.C.SPACING COUNTY HEALTH DEPARTMENT,BEFORE PROCEEDING. I I • / II / 8. IT STALL BE THE OWNERS AND/OR INSTALLER'S RESPONSIBILITY TO NOTIFY SCJ AWANCE.CONSULTING ENGINEERS I ../ THREADED END AND COUNTY HEALTH DEPARTMENT FOR THE REQUIRED INSPECTIONS. I I 6°PVC LATERAL UPTURN/CLEANOUT CAPS(TYP) .,, 1.50 SCH 40 PVC LATERALS WITH 3/16°ORIFICES ORIENTED o 9. OWNER/INSTALLER SHALL NOT REMOVE ANY TOP SOIL WHILE CLEARING TREES AND STUMPS IN DRAINFIELD AREA. UP ON 2'C.C.SPACING 6°PIT BOX TO FINISHED GRADE 1°PVC THREAD CAP / ,� // s REMOVAL OF TOP SOIL COULD RENDER SITE UNUSABLE ��� PERMEABLE COVER / / // / 10. OWNER SHALL BE AWARE OF THE POSSIBILITY OF FLOATING TANKS OUT OF THE GROUND SHOULD THE SEPTIC //// ` /�///// SC, \\* a TANK(S)BE PUMPED EMPTY DURING SEASONAL HIGH WATER TABLE CONDITIONS. ' / / / j/ To 11. ALL CONSTRUCTION MATERIALS AND INSTALLATION OF THESE DESIGNED SEPTIC SYSTEMS SHALL CONFORM TO ALL LATERAL. 45'BEND / .,,.,. /./1„.„/1„,...//// / m APPLICABLE STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. FLUSH WITH CUT HOLE IN PORT / /�// 1 0 BOTTOM OF FOR LATERAL / - 12. CONTRACTOR SHALL MAINTAIN A TEN(10)FOOT MINIMUM HORIZONTAL SEPARATION BETWEEN ANY WATERMAINS AND ,, // W ALL SEPTIC SYSTEM COMPONENTS UNLESS OTHERWISE SPECIFIED. TRENCH 4s' //../1.5°0 SCH 1.5°0 SCH 40 PVC =�, 13. THE CONTRACTOR SHALL FELD VERIFY ALL CONTOURS,STUB OUT ELEVATIONS,AND TRENCH DEPTHS IN DRAINFlELD LATERAL DRILL TEN Y°DIA.HOLES AROUND 3'TRENCH / 40 PVC TRANSPORT LINE 0 a AREAS PRIOR TO CONSTRUCTION. MAX.TYP. MANIFOLD Z U TE r CIRCUMFERENCE OF BOTTOM OF 2°PORT 75° DISTRIBUTION VALVE 5 w m 14. EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ASSEMBLY MODEL IV6605 �A A Q 13 o O ENGINEER.ACCURACY AND COMPLETENESS ARE NOT GUARANTEED.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY m u w ii u TO LOCATE OR HAVE LOCATED ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. Y AG,J z 8,,,a 4 <5 i'R In w m SEPTIC CHAMBER AND LATERAL LINE DETAIL DRAINFIELD MONITORING/CLEANOUT PORT DRAINFIELD NETWORK —)o z NTS NTS NTS U U g a U, I a 0 MONITORING PORT WITHIN 10'OF CO Li BEGINNING OF TRENCH.SEE DETAIL J APPROVED GEOTEXTILE E¢- CD W 1 r SCH 40 PVC PIPE.SEE DETAIL 6°MIN.-24°.LOAMY SOIL BACKFILL 0 O Z Z CD EL' m A +++ +I + -++ — EXISTING GRADE Cl) rn r + + +*+ - + + + + _ GRADE GI U w + . U G O DA E III— P+ 'ass*':f4y`T.�c +?-sum. :y I u_ rr z IIIINFILTRATOR WATER TECHNOLOGIES INFILTRATOR WATER TECHNOLOGIES M _ - _ t' ^``:. =X;x=:v - Luce co =1 =1 I=1 I I _ �t 1-1 m A o QUICK4 PLUS STANDARD CHAMBER QUICK4 PLUS STANDARD CHAMBER mV -� ' '07PRODUCT SPECIFICATIONS TYPICAL TRENCH DETAIL _ _ - _ U O o 0 (NOT TO SCALE) SECTION VIEW —III—III—III—I III—I a i- J IJLi TOP VIEW (NOT TO SCALE) _I—IIIIIIIII 30 MIL PVC , I_I I I 30 mil PVC must DA LLJ — II—III III I '61`" extend from aboveCID INSPECTION PORT _ _ _ u Lhe gravel bed to six ICU_ LL_ 2"diam. SOIL HYPE 1 - _ i gravel/sand interface o? z _I—III—III—III .1—Ill )inches below o_o oo°-oo0 01,_�j QUICK4 PLUS ALL-IN-ONE CAP — II—III—III—I —III—I O w TOPSOIL IIIIIIIIII _II I a 8 CL i�D - - _ ■•• O NATIVE BACKFlLL —III—III—III— I —II I-1 SEAL: IiT5 I I I I I I I I II I I I I I I I I I I�I I I. ��t oEwa„,o� .10'OR LESS INSPECTION PORT �I I� _ — — _ 5" ,3 .. -_ 4"diam. �j I�I�� T s"COVER(min.) 4„ vc I—� —I I ` t,), �._ �' PRESSURIZED PIPE DRILL 12'COVER H-115 .-.-.-.-.:: ..\-.•:.:..: .::.•. -. INLET I-III-I 1 I-111-I I 1-I I I-111-11 12 a 53" POINTS LOCATIONS = II=1 I 1III= II=III=III=III=1 A r . Raa„ ,_ SIDE VIEW END VIEW (2 18 S) TRENCH DESIGN = ___= Fs .7sTEa%v 48" ,2 8"INVERT I I I 1=111=11 I I I I I I 1=1 I 1111 11111 I I El 11=1 sr°Nat �� 292026 (EFFECTIVE LENGTH) I III III III III III III III a DESIGNER: •;C���� �.®i� �ia�6'=e- . a° F. r E.MARTINFZ .°,Iv.:•.3virr,.„ygfl..•il,..•,I.1,.�;.,r-vyl.,�, • (CHAMBER SECTION) (END CAP vlEvv) NOTE:BOTTOM OF TRENCH TO BE CONSTRUCTED LEVEL Il��ll ��� �II .-��� 1'f ��{.•�I� �II �I�.;III Jr 2. 13 SPACING PER CODE (36"WIDE TRENCH) DRAWN BY: TIE1 I I L M.LOPEZ 34" APPROVED BY: 34"�I ( 33" 8"INVERT E.SORTEVIK DATE: cite- TRENCH DETAIL-CROSS SECTION FEBRUARY2026 INFILTRATOR INFILTRATOR' NTS JOB NO: - 5- NOTES: 24-000450 RISER W/TRAFFIC EH APPROVED RISER W/1RAFFlC RISER W/TRAFFlC RISER W/TRAFFIC RATED LOCKING COVER Pump Selection for a Pressurized System-Commerical Project m RATED LOCKING COVER RATED LOCKING COVER RATED LOCKING COVER WATER TIGHT ELECTRICAL PVC UNION/ Port of Shelton Manufacturing Facility A.Anderson 02/11/2026 RISER TO FINISHED SPLICE BOX W/CORD GRIPS CHECK VALVE GRADE WATER TIGHT SEAT AT a GRADE TO SLOPE ELECTRICAL CONDUIT TO Parameters _ RISER/TANK CONNECTION FINISHED GRADE o.aameAss.mery� x OM. 710 I I EX.GRADE AWAY FROM RISER POWER SOURCE EX.GRADE REMOVABLE PLUG TaR.P.a L.eom e.Ma valor „x M.1 //////// / // /. % // / %//////// /. // //////////// / FINISHED GRADE TrwOm,LM o CM, m I.e,e. tag I -RI 6°MIN.— c TO DRAINFlELD D-:SswyvNYeMm.1 BBos I —L 36°MAX BAFFLE E ' r FILTER LIFT TansP.nTransporlPipeC ,Valve 44 feet I I 1.o-'.:; .;..-:.;a.:=.<-.:a HANDLE _ +:•:s;' _ ...,.rm.cw 90•FROM SEWAGE SOURCE— PVC FLOAT— 1-50 mhos I I III, OMOVABL THREADED PLUG u4mkkle,Btl1 M.t 801.I.Bev;Ldi 5 feel I -I L r Lr 4, - 480 GAL E EMERGENCY TREE FOR REMOVABLE CAP IN CLEAN OUT MaNwMw CM, <B Huh II IMil STORAGE(INCLUDING FLOOD DISCHARGE PIPE-----"` w 4 $ To I I I I I N.waa Pb.Sits ,a I[ 4. — CAP.OF SEPTIC TANK) � Lang. HPA.CM ,,s le. '= I i I I I yI 1I_ \IIICreMECHANICAL Waal Sim P e3 ,40 eo III II l f 'III— FLOAT(TYP.)� REMOVABLE CAP aa,<eslm i,e nan e3 I I I 1PUMP'ALARM- FINISHED GRADE aamswa°a x 1201 III 1-- INI I RM..limn I..1 BIOTUBE 6'� TIMER ENABLE"ON" F1arvNem "None MOM r 50 I.•' EFFLUENT FILTER 0 anion Faeo0 Lessee 100 o ,;_ , - — 4, ( �' .:: 4 ET RR w PUMP'OFF' -2 Calculations ' I l i I I III f e52 ®m 2scv — NmmmPb°R.mpvOm �_ �. 0 REDUNDANT"OFF' I w.ro.rm0...M.rz«e I Ys ;* - 2.1Fb.NM,.ace 132 vPm I C. 24'J PD Number. -i ,� 3" 0800Dala.en.l,.natarm 1 x 20 CONCRETE BLOCKS MP, I I I \ Ja„pM,°e,eM,Becrew ro I I t f I I I I Q ,.. ..... •.j;`.^,.,.:t:.... .::;':�.'-,.."=-•.t,--..';....Y _.:-..-..:,:.1••....-....•:-..•!-'-,,f.......,":-..:.•1:.':,.:-.0,1,;,::7:: . •w ^•'... T 5_T I SEPTIC TANK#1i DETAIL PUMP CHAMBER DETAIL 3'MIN— 6°IIGHTUNE '""��" 53 I 1 I i III i 1 Frictional Head Losses 10 3,000 GAL TANK=52.36 GALLONS PER INCH(APPROX.) 2,500 GAL TANK=52.36 GALLONS PER INCH(APPROX.) Loss° A"` ° as feet (Ii I I I Ti II F (NOT TO SCALE) (NOT TO SCALE) Lass °wae.rm.va>e 12 TOOF:9 Yon 00 5 10 75 20 25 30 35 40 LOSS.Tanp.a."er VaAO Met Not Discharge(sprig O Ion N ummui e.5 kin beN 511.•5151 0L L7 6"WYE WITH nMent.2 Met (� =o THREADED PLUG 'aaam•Friavnlnn. 00 Mel. PumpData Legend Z 6 a�R SEPTIC AND PUMP TANK NOTE19.2 65° System Cum: ° 3" Pipe Volumes w m 1x3005 Hp.Nma EMsa Pump WelNan,.Lda McVv,.,. Ma gels GPM min P°mP — 1HE PUMP TANK ACCESS AND SEPTIC TANK GUT AND OUT MANHOLES SHAll BE EQUIPPED ASH RI�RS N11H 100060 UDS AT BASHED GRADE.RISERS SHALL BE GROUT—RED TO TANKS .TanP°Line A eN°. e p.m aP w Me V.— . — ��4 J m o FOR HATER HOLINESS.All UNUSED PORTS AND/OR UDS,AND THE INLET AND OUTLET PIPES SHALL ALSO BE GROUT—SEALED INTO TANKS FOR WATER TIGHTNESS 00ltlannekl 20 00,8. 00 02e p o" I0B�., . 1151 P� 4 ti 4 I Z 2.052 After Vale ,05 WMG���ao 44 THIS SYSTEl1 IS DESIGNED FOR WASTEWATER STRENGTHS AND CHARACIEIRSTCS TIPICAL OF RESIDENTIAL WASTEWATER.IT IS THE 061100 S/U�R'S RESPONSIBILITY TO INSURE THAT ME SE LIMITS 0 "'L puirement9 ARE NOT REED. l ron , 0 z feet2 zm GRAVITY CLEANOUT DETAIL Orenca N o NTS Fa - 0 BERG _ Berg Vault Company } H--P. ox 1205 VAULT Mt Vernon,rnn WA 98273 COMPANY (360)424-4999 Q E— U l�l_�tiPl l www.bergvault.com < NOTES: I_I_I U_ 151° I 1.INLET 6 OM.MARKED MVO D U B.TAW'S MARKED%WO GALLON. %ACTUAL TARS CAPACITY 153,140 GALLONS t11.5851.1.5T A LIGUID DEPTH OF v,11B 11Mom). z Z- W<INLET a OUTLET BAFFLES WILL ACCEPT PROM.4"SCH 40 PVC PIPE. g'.57E 3r L5V55,,r,',eZZ vaEeaaz5. l- .445,1 ''" r 1 A IT IS RECOMMENDED THAT BITUMINOUS M4STC BE USED AT JOINT C 47 Y'fi '"�1 II OPENINGS MAY BE BRED 5 LOCATED AS SPECIFIED WITHIN STRUCTURAL LIMITATIONS. O OO 1.BAFFLES ARE TO BE INSTALLED BY OTHERS.�+ �1 �` B DESIGNED FOR 0,55..BURYEN.. VLLJ I- 0 MUST BE Iv IX 10.TAMS""REDESGNED TOFIC TMEET...RAC850 MO AO318',YOBBO-5,1TO NLe20 LOADING. 0 Q LU ________ B A I11 WI— co Q C0 �I I; ,5.-0' T u86" k ..:1= Z z / , 1 A 4H I I - -- G: O 3-J O ACL a5 Tons TOP ,1/ / i i /�_� I } a;T W W- 2 J CD + �•'O- AI 1 — / 1 — / i T — J I 6-0- + ct t. C/) = I �� �� 1 ,? } W [n O r ' I \ 1 i 1 0 33 4 I I H LL. L t� J z . „x.. -r� .s.. K,;. CO .. 0 r� ` 1 S-Knockouts I eu1R_v1EW Z B�-� `(3)24-Capers tTYP') '-� (= c, O PLAN VIEW ' C— BOTTOM / OI - a' e ..c ET G.6, 4 INLET IL I I P DURST .Z1 DF WA,5 O -A;r 6-WD11s E' H`��i \\ �Sp �6- i .2.• —`-' i-3 Nr.r-1 i2- t J O C .;� Pav°p°°°°ITnre,�n [[��cc� °I n,,, nea I o ? t —� 5'NoaelcmY l:'• '. 9011 Fy, FCx ST0.E G'ti /TT 1 I 1 (1518- , CC ,o � I 7•—O- Li DIG.Hale 1 1 i i" 76n y is 73" 's NAL ;•_A. .�+ ' 'ti 6'_D. _:r�ry CAPACITY(DAL) �;y CAPACNTY(GAL.) 2/5/2026 $'_g- 5'-0- • 1. OPERATIONAL 2024 OPERATIONAL ,are DESIGNER: Liquid E.MP.RTINEZ I Inlet Len! = TOTAL(FLOOD) 51x4 TOTAL(FLOOD) ,T,T NOTES: I . DRAWN BY. 1. CONCRETE:5,000 PSI MINIMUM STRENGTH @ 28 DAYS. i I 4.1 h M.LOPEZ 2. STEEL REINFORCING-ASTM A-615 GRADE 60. 6'Baffle Optional I---4-6--- 6- • 78.36'."n*° •' �441. �°'^" ° ' '1' Y " APPROVED BY: JIGRQSS.SEC210N E.SORTEVIK 3. COVER TO STEEL-1"MINIMUM SECTION A-A SECTION B-B 3D' DATE: 4. TANKS ARE DESIGNED TO MEET ASTM C858 AND ACI318 WITH AASHTO HS-20 LOADING. FEBRDARY 2026 5. EARTH COVER-0 TO 5 FEET MAX. m" g,�. m wm 3000 Gallon Pre-Cast Concrete JOB NO: 6. CONSTRUCTION JOIN-SEALED WITH 1"DIA.BUTYL RUBBER OR EQUIVALENT. m"`r"�` "'°� Two Compartment Septic Tank 24-000450 .m- �m 5151 a4<n mmoM....RIO A.tM.... m..M�..�.-...msa� T wY1 uglvn Turn Dtcac nNin roOCGlr t]pTEn I Inc w1�..we.�4..-^^�� R/C9ILAIA R.fzu4 Traafrr MnL ..-.......,._...,... �6 6�A1 NE ARLINGTON, 98223 T SINGLE COMP.TRASH TANK (500-3000 gal.) EH APPROVED _ (360)435-5531 WWW.CUZCONCRETE.COM SPECIFICATIONS L .Anderson 02/11/2026 1. GREASE INTERCEPTOR: 1,250 GAL, CONCRETE, TWO COMPARTMENT, AND WASHINGTON STATE HEALTH L 16'TYR DEPARTMENT APPROVED, W' STRUCTURALLY SOUND WATER TIGHT RISERS. 2. TREATMENT TANK: 3,000 GAL, CONCRETE, SINGLE COMPARTMENT, AND WASHINGTON STATE HEALTH _ DEPARTMENT APPROVED, W/STRUCTURALLY SOUND WATER TIGHT RISERS. MICROFAST UNIT IS PRECEDED BY A SETTLING TANK SIZED TO ENSURE 1 DAY RETENTION TIME. " 3. SEPTIC TANK: 3,000 GAL., CONCRETE, TWO COMPARTMENT, AND WASHINGTON STATE HEALTH DEPARTMENT �I •I O I■ APPROVED, W/STRUCTURALLY SOUND WATER TIGHT RISERS. 4. 4. DOSE TANK: 2,500 GAL., CONCRETE, TWO COMPARTMENT, AND WASHINGTON STATE HEALTH DEPARTMENT • APPROVED, W/ STRUCTURALLY SOUND WATER TIGHT RISERS. 5. ORENCO BIOTUBE PROPAK MODEL #BPP-30-TDD, OR APPROVED EQUAL. EXTERNAL SPLICE BOX MODEL #SBX-S (EXPLOSION PROOF SIMPLEX PUMP) PUMP VAULT MODEL #PVU-57-1819 TOP VIEW FLOAT ASSEMBLY MODEL #MF3P-27V HOSE AND VALVE MODEL #HV1256CX GENEALLLDIMENSIONS IN INCHES 1n ALL LIDS TO BE H2O TRAFFIC RATED PUMP MODEL #PF300511 IF H2O TRAFFIC LID IS INSTALLED HEIGHT 7, (H)IS RAISED 414 CONTROL PANEL MODEL #MVP-S1DM-HTSA HTSA CONCRETE 28 DAY COMPRESSIVE 8"OR 12" 4"OUTLET Pc GATE VALVE MODEL #VG15005 STRENGTH Fc:4000YSI �— REBAR 04 ASTM A-615 GRADE 60 4"INLET 4" a VALVE FOR GATE VALVE MODEL #RR2426 DL: 361N EARTH COVER VALVE BOX LID MODEL #FLD24G12 LL: 25 SNOW SOILS: 2000F3I 6. DOSE TANK PUMP: ORENCO SYSTEMS, (30 GPM, 1/2 HP, 115/230 VOLT, 1 PHASE) OR EQUIVALENT. WATER PRESSURE:62.4P5F FLEXIBLE PIPE ADAPTER PRESS SEAL 414 7. TIGHTLINE: 6" PVC, ASTM D3034 SDR 35. CAST-A-STEEL I m MAT ERIAL HATERIRIAL MEETS FEDERAL SPECS. SS-S-002I RISERS H W p RISERSRS AS REQUIRED UZ L W H I 0 Weight(lb) Gal./in � 500 gal. 64 54 65 54 51 5,800 11.16 I Z V 3 A 5 m� 750 gal. 73 64 65 54 51 6,800 15.82 � � Q � 6 d 1000 gal. 99 64 65 54 51 8,800 22.07 L - t8 Cl`'. 1250 gal. 98 65 76 65 62 9,350 22.14 0 0 A z Ur N u- 1500 gal. 114 72 76 70 67 12,050 28 - 1750 gal. 114 72 82 70 67 12,300 27.32 FRONT SECTIONAL VIEW 604 <5 5:i"".1' 3000 gal. 151 86 87 76 73 22,100 45.18 N -u, BERG - Berg Vault Company 7 o w VAULT Mt P.O.Box 1205 Vernon,WA 98273 3,000 GALLON TREATMENT TANK U u s COMPANY - (360)424.4999 (I)L l�lttil�l l NTS Z www.bergvaultcom a n 99" I O� 024"MIN 06"MIN 4'02"MIN [61.Ocm MIN] [7.6cm MIN] [5.1 cm MIN] >- INSPECTION/PUMP VENT PIPE 24"MIN BLOWER PIPING \`� `(� [61.0cm MIN] i*c,1 4316"MIN OUT PORT INSPECTION ,7� i , .�_I U [40.6cm MIN] PORT �''' Q INSPECTION/PUMP �� _� Q 111 OUT PORT 0I /Y�ED C7 80" ®[ 1 �4„ . I 434" Z P $; Z m ;: [10.2cm] ' [10.2cm] � � C7CC Lo P. - INFLUENT WASTE— - EFFLUENT PIPE S"N]� Pr; a"- ""' = m a' ' 17'MIN `� �. W ce0 Z —I F � � �[43.2cm MIN] ur ~�` H Z a x -- PLAN VIEWCO ��� _ i titi i �Ii r O 721/8"MIN 66'MIN / 681/8"MIN 4 Ira.Er _.._... g I [183.2cm MIN] [167.6cm MIN] • [173.0cm MIN] p w �� ' w CID ,s.OWLET WATER LEVEL 1 / 0 / H LL_ , Cl[ J Z 68" - pc) w O `4" , '` - 52" 9 3!8"MIN NOTES: N a SECTION A-A 1. AIRLINE PIPING TO FAST®SHOULD NOT EXCEED 100 FT(30M) SEAL: M1 [23.9cm MIN] TOTAL LENGTH AND SHOULD HAVE A MAXIMUM OF 4 ELBOWS IN `.c V EY 0,h, 71, 3 :' ,, x\\.4..PIPING SYSTEM.FOR DISTANCES GREATER THAN 100 FT(30M) `Z`, of 015tH,0,, ::.[ CONSULT FACTORY. P r 3,000 GAL TREATMENT TANK(SEE DETAIL ABOVE), 44"MIN 2. IF LESS THAN THE SPECIFIED MINIMUMS ARE CONSIDERED �' F LS CAPACITY(GAL) CAPACTIY(GAL) CROSS SECTION NECESSARY,CONSULT FACTORY FOR GUIDANCE. /, x OPERATIONAL 993 OPERATIONAL 435 [1 11.8cm MIN] TOTAL(FLOOD) 1068 TOTAL(FLOOD) 510 3. SPECIALIZED TREATMENT NEEDS MAY REQUIRE SPECIFIC FEATURES r tee„ TO BE INCORPORATED INTO THE DESIGN.CONSULT FACTORY FOR F EGISTER ,, SS'ONAL ECG I = d A*, ., A GUIDANCE. 2/02026 1250 Gallon Pre-cast Concrete A Ili figEofillil i4. SOME ITEMS REMOVED FOR CLARITY. Two Compartment Septic Tank a = E> 5. MINIMUM OF 2.Oin[5.1 cm]INVERT IS NECESSARY BETWEEN THE DESIGNER: ,,,.`=";=,/,11', 'y�ffi' NS20 44 Rated Traffic Tank ' fIh�..'. e,,,A IJ� I ,,�,) INLET AND OUTLET OF EACH ZONE FOR GRAVITY FLOW SYSTEMS. E.MARTwEz ..,mm.,.w., 4 , 1 ,..,,,..,.,..,_i_....,___,__,,_,,7,...__ -- u,uss o+xozw�mEtw® D WN BY. r=.11=====0g ` "e.rw "' .,earum. Drmein9A'u OW Dare Dec.2015 Scale:NTS Valet laso aTIa • Y reanvuTANo COM00mu .. .,e '"'"''°�°°T� I I I �. y ' = LQ�� ]] I owsOora uIE e+NcNe uro M.LOPEZ J � .,,...f A•. -- — .mvw,mr,cD.nAoaO8,ras IOHwSWWA9CCSIOUOws Bin APPROVED BY: -1� D6MESFIMFG..'F' ><°t1" MICRO'BICS 1,250 GREASE INTERCEPTOR TANK Li ' _ -'' NY °"`ONCS T"" "' 50 .X .2 DATEE.SORTEVIK ',"„",,,,,E wym•a+alxNB ..X,.25 BETTER WATER.BETTER WOR,n. B°m«..NCIS NTS ESG ',BURTON FEBRUARY 2026 DO NOT WALErdAWIN" 0" MICROFAST 3.0 UNIT WITH JOB N0: 6/24/2022 FEET APPTDYEDBT: P 24-000450 SHEET 3 OF 6 AAeu maEe I --....,.._-,._....