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HomeMy WebLinkAboutSWG2025-00123 - SWG Application / Design - 4/8/2026 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 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 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 Corporate 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: * 04/01/2026 Issued By: David Anderson Current Permit Fees Paid: $2,450.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/10/2028 (based on date of inspection) Permit Conditions: I Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 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. 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. MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 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 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. 03.25.2026 �n�'��` OFFICIALUSE ONLY MASON COUNTY DATERECENED AM0UNTRECEIVED RECENEDBY: Public Health & Human Services v m EnvIronmental Health 360.427-9670,ext.400 or 360-275-4467,ext.400 Cl) 415 N.6th Street-Shelton,WA 98584 S W — bra a Z Cl) ON-SITE SEWAGE SYSTEM APPLICATION z $ APPLICANT PHONE m r Whitney Holm, SCJ Alliance 360.352.1465 z MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE 8730 Tallon Lane NE, Suite 200 Lacey WA 98516 m ADDRESS ZIP W Corporate 130 Road Shelton WA ` NAM.IE OF DESIGNER PHONE ( N Emily Sortevik, SCJ Alliance 360.352.1465 I NAME OF INSTALLER PHONE 6 I C f I P Public Biding Required TBD S P C \ r ) DRINKING WA SOURCE c I � ZI9:IRESIDENTIAL OSS I9]COMMUNITY OSS iICOMMERCIAL OSS 151 PRIVATE INDIVIDUAL WELL 151 PRIVATE TWO-PARTY WELL I N TYPE OF WORK(select one) PUBLIC WATER SYSTEM Ir11 NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑TABLE IX REPAIR I SUBMITTALS 0 SURFACING SEWAGE ❑EXISTING FAILURE ❑SHORELINE }DESIGN FORM(REQUIRED) i1_IISEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I WAS LOT CREATED AFTER4/1/2025? r I 15]WAIVER(S)(IFAPPLICABLE) 279.76 ac ❑ YES NO C) 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 I tv site is on the southwest corner of W Corporate Road and W Development Road. o I o --I to SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED NSTH TEST HOLE NUMBERS. I 0 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MA NTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE OCOMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS (frp�1) io 6afllm wi pôrcclfo E� a$ (T1) q# eta 'cf $/? e � ki I P 41O U- (l L8' li- L( " E6tc5 'S 4 • RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: IL V=VERY (3=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPEC GNATURE DATE 'APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE 7 (/ /�0 7 l D"APPROVED 04/01/2026 }( Anderson 04/01/20261 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISEII 4/312025 DESIGN FORM-PAGE ONE Assessor's Parcel Number: 420020062000 -- 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 n 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 ❑ Sand Filter ❑Mound (.'Sand Lined Drainfield ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Model MICrOFBSt 3.0 ❑Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity l '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 TrenchBed Width 3 ft Manifold TrenchBed 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? l!f Yes ❑No O Optional Diameter 1.5 in Pump Required? Ef 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 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 35 gpm Ith'imer 113Elapse Meter Event Counter Calculated Total Pressure Head 35 ft If Timer: Pump on 16 min ,Pump off 434 min Comments DESIGN FORM—PAGE TWO Assessor's Parcel Number: 42002006.2000-- __ Permit Number: SWG 2025-00123 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch P1 Test hole locations Rr Drainfield orientation and layout Reference depth from original grade: ❑ Soil logs Lot Trench/bed dimensions and i Septic tank Rf Property lines critical distances within layout Q Drainfield cover P1 Existing and proposed wells if D-Box/Valve box locations Reference depth from original grade within 100 ft of property l Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks, and locations li3' Laterals,trench/bed,top and surface water and critical areas 21 Observation port location bottom ❑ Location and orientation of ©' Clean-out location l3 Curtain drain collector curtain drain and all absorption 9 Manifold placement Q Sand augmentation components l Orifice placement Other cross-section detail: 9 Location and dimension of l ( Lateral placement with distance 9 Observation ports/clean-outs primary system and reserve area to edge of bed C1 Buildings Other Information l Audible/visual alarm referenced Yes No ❑ Direction of slope indicator Q Scale of drawing shown on scale O Lot Design staked out Rf Waterlines bar O l01 Recorded Notices attached Lot Roads, easements, driveways, El Elevation benchmark and relative O 9 Waiver(s) attached parking elevations of system components Rr O Pump curve attached L�1 North arrow and scale drawing O Rr Evaluation of failure shown on scale bar Non-residential justification ❑ 9 Waste strength lY l Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Lot Yes O No 03.25.2026 Signature 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: I EH APPROVED eD.Anderson 04/01/2026 4/1/2026 Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. V The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 04/10/2028 V 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 • EH APPROVED M.Anderson 04/01/?026 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 " o`'��TER :1515 80th St. E. MANAGEMENT Tacoma, WA 98404 LABORATORIES INC. (253)531-3121 EH APPROVED • Chemistry - Report of Analysis "D.Ande on04/0117026 Lab Number!Sample Number: 089/09635 Date Collected: 11-20-2025 Project Name: Time Collected: 11:30 AM Permit#: S &22 - Qpl 0-3 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:.2:46 PM Date Reported: 12-01-2026 Send Report&Bill to:Olympic Mountain Ice Cream Comments: Paid 22840 W 221 Bambi Farms Road Shelton WA 98564 ANALYTICAL RESULTS ANALYTE RESULT UNITS REPORTING METHOD DATE INITIALS LEVEL ANALYZED Carbonaceous Biochemical Oxygen Demand 300 mg/L 3.0 5210B 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 exlslling 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. mglL:mllllgrams per liter or parts per million. J? NTU:Nephelometrlo turbidity units. REPORTING LEEVEL:Indlcates the minimum reporting level determined by the laboratory. RESULT:The laboratory reported result. a ' I F EH APPROVED i-D.Anderson 04/01/2026 _____________________ iL Ckpfre4 3{•riT13R r tst�{i;edc. ;zk -1ANAGI'MENT : i;{1}tis�ia I• tA130RAlORICS'1rlr. Chemistry Report of Analysis Lob tlumberlSonipteNumbs, 089/10125 DaloColtaclad:•12.182026-•, PIo3@ctNartle - - limoCotleciadl 945Ah1•'�._ i -- - -_ permllN Sampl6Cglloce :JusI7lSlricifan4 Samplo MaUl>t..V.as!ovraler Conlaet Pumbor.360490 5274 SompIo idmUllea13os1 Et�en{Chamb2r -\ocoIvc8a2s:o2s ApprovalSIOgat-ure TuneF3ouWcd 2MUM Q}>v ^7/j/O Dato Rdpodcd.'f2-01 X25` - _ •� EC ��lj Svnd fmei ,Id Brfl lo:Oi nb1oMaunlaSlee Cream " comrrwnb Paid 22337 A' - ShehonVN985e4• FO ` '.. - -"_ -. AN ALYTICAL'RESULTS• E •' /ImhLYTE RESULT •UNITS REPORTING METHOD DATE •IN .. - • - •-LEVEL.; .AHAlY1ED' - Carbonaceoui 6iochemlcafO en D roar d_ 482' n ell :; :3.0 ,52100- • 17-24.2025 ' YofalSuspendedSolids-.• - ."59.5 - m8/l. 1.0, . 2540D '1223.7025 OllindGcease_: - - - _ - 75:7. °inB/L_ .'-1i0 _ •EPA 1664- 12,29.2025 COWALMS •A.gbCcy Yakm - _ -• pti.:rttlircy,o rn L:.r ptp4ryeF biOSP" .. - 31ALYTE:TNenane Mana?ab el.'n9la'e7 foe; .•` - ETri06'Ih'frfALSl�usrfcat niNhod I, II+ asclI aaurli atr dviced Od1'.1',Js' 1..Tl:gransi Pa'[!u`a0/ds prr(coin _ - - ttNejhei�meNo hrDi!!/rrss '- - _ fosiioo LEYEL.UW ca:ei Itia no Snvr1repglr 9 Mf alee evdrd b/La rat 11,0q. suFr'ftreraboraorYremttdrpeti:. -- • T 1 T f 1 y 1 T _ � .:L: `+'tir...aFa'„li��n 3C�k'n� .� it`_ � •l+,s{- �1,-- - - __ 1 SEC.02,120 N.,R 04 W.,W.M. [II APPROVED PORT OF SHELTON MANUFACTURING FACILITY CONSTRUCTION DOCUMENTS SHELTON,WA P OWNER!APPLICANT SITE ADDRESS: LEGAL DESCRIPTION: SHEET LIST INDEX U G aria0 MrAa 9F OS.W 16 4i meaA10 RO 9/!■a Y74710/17 s 10/1"a/117 ra 2 v aA pr-77 s¢Er mlc s¢r oc�Ra (Phil!Iw 1194 1 aQL.fOMI 0 10ELiaG[19111Cfa u 2 50-01 '11601#7692 9J5057 Ii Q o 6xiAR:A4'IN 5116009.0 Y g m". 3 (0-21 010101010 ANO 149: CONSULTANTS UTILITIES 4 101`6 10101140 QpI — e LL SP-6 011210495 P Y �"11 T41 0 G4E II!.10910 26 OrY OF ELION 6 60-01 a4a0 AI0 0Um06 N.YI 9b SEIER 7 556 106-910 4POC S75a91069a SHELTON A0 10483'6Rmix x/" a .-6 1010-OlE 603051510160111194110019.s V/� s 4 m ARa01(01:VlIW ARa/IECNE Y0611 O1MIY POI r 55-6 104910 9P110 5151051®a 10341. y7 601 010000 400101160 10 0-14 10-910 603151510000911001 S 10 90-124160901 94 (51030 PHOE 3 104 7 61011 11400004110103 mIiACE 61 101410 GS SITEINFORMATION 1-- - 0- 4400064100406000001 00041 490.76 (7 Z g � m w a poi o 30i _ r � ��' PROJECT SITE attoEYC,H SHELTOH I I t7o- 1 :- � ' curuloPu S 105 w1E 423100600 A PORTION OF SEC 02,T20N.,R04W.,W.M. 3B ____ CALL BEFORE YOU DIG SHELTON,WASHINGTON a 110796x10 r a 110 60110001100141149 LOUT 0150011091E 110 00160101 m4r11RttN50NC1 W OF 910110110i ALL F16a001010011110600341104 9101 0050 450RY 441 Oair(16A301S OOa 10 575600010 0 CAaB% CV-01 1011100101110400410110141 911 41 1.00.3401584 A 30101 00 0 1104494 0494811W05110188 0 N6R5 PRI10 10 AN1 IXGVA001 1 21 10 EH APPROVED / \CopMFNT I a�NRBa DATUM .Q;E� •,T�:W� • Rp//// ��F ,•• OR:2(IHTAL-F0.9«NGrON SIAif PW,E COOND�xAr6.SOIrtH:BRc fe Y >�: fa— W.'R"°iv�L A "' Hm W.,cum on cPs TEs To Y5DOT uONYYEM E52M1I I. „¢' ;1{YJ �Sc�+y�.�q,{_It•�. ,,p34 \ ` z. ymrlGy-INW B8 B tm ON GPS T6 TO v9.'OT Y6VUYmi RIB. - - 0 C ,z.���� Ny��t �'F'�i yv-V`S W � oe1cw'c zm lrolw ae 4 FiNxTgN P89.t85. 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FlBER ODIC lHE ,a/ --101109 CONTOUR +3\ \\. 0"53''1 -0u110110005.011010 1 \� � 1 Hsi Cls�cl+Exwrunz \ ' NOT TO SCALE A ' \ AIIPIOR5 LUCE%:SFI/4 901/4.5FC.3....5.90.5.00 cRAUE SMCLT NAtI st°� 130_ ?Zi' r 130D�[ry�J II, a awwn 3 },ro•a COAST.. Bl11lDING B $V-1 awx9 /%11 / Q Sit H r 212O RD 5,,S E� CIl£!r WM1E: �0 •Y 0000000 J 05 3t&5•5945 501496, lS C0.4Y01 0108V°1 I00000*00 SV-01 00511.0 o 2 a 10 = 0 �.i �''�-� SEC04W.,W. M. a�A• 02,T20 N R zu _ ate ` /// / / i" M .: .. O SCALE IN FEEF 40 / / /�. \.., < 11'"ice I LEGEND /// / r:-°tr•• ,� r' i _o—o—o—o- mr rTxt sc aTw u+nus sm ( j \�••/• I •yw / ---------- SA/ Aro atAaa uErs \ 4 !/ f 1•`/,/l /; --- —__-� EmNc wsP1IUT um PA9E m SE IEE_ /i rj-F / f'...I4/ - yy NFT GROECSQL SFE OETAL al 1H5 SFEF p s.. 1. w , e ITS.. GENERAL DEMOLITION NOTES: z _p pis_ _ _ L V a���� y'7 AT ALL/:":,. / ®PS 910tl1 al L16 RAN AIE ME WYxY BIG5�i 611E ❑1. SAWR Na RDIRYAL ff ANHILT AIm P•Q � � Y ,::- / / `I m�ESaNa E6TALL ff mes As l✓f er / yEmis RruvAnoa7 aF 1E6 ixw5 xl¢mrt suu wrffff iWEVHN p r / ECIM IAC=9WL NmwE 111 DOZIN aM1Pn If/9xE5IEa1aa FOR / 'I A' SNL1ff Na Sin]mIE AF.AS 1S PI16 ME FE19R ff aR OOfBtlE ff auzaila ARFAS aII5 6 S 1 !' MI Ea1WfF9WLWBEUSEN1N1150•Wl W /�, 1 ALL W1Ea/1 SmAD al 9E 9WL HAIE PRa4A O1QO3P�MI011 WdiID➢AREAS V a•i i.`:' ��`�'�� � ��/ :.............. / i / ti 'r ��� antTaxls I �` ; 4 aNm.=SWL SEE)tl9dPim ARFAS A mwa O EtlQFl SVGSm AE IRYUYID N0 RPI.�Ai IEY y/ • `G ' •.....-...._.\v�'____�` \C\ ! i4 1 mRusmx uL Sir ME Pd4+m mmRllc urc slE y gyffE Lm'�i snsac ,i `.-.,. .....-.. -- J./: NS'AC Ea61QMt Sum m 1�FLA S Fm A0111MIL m.: NFlIOE F351gC !�r ✓� p`, / / c I'I Qz S O EDIMENT CNTROL MEASURES: 1O sEEr. :`: ;': '.. � z aF/aa Am aar®m Imts,>aE RFllavu R�65U Rmx nes un. I I F H�i::: ;-::• i In ... �`.., NTt �d / 1 i I :l: •�/I nN[II vwlu mti8 FLIER FABOC Q U�o zgo� 1' I I ii• r'j �-.. 9mruo aem tuaru un Tur � Zvi O � � 1 1 r i b ; O\O\O\y. •]• `'\.,/ I i R noon a stla ♦' l ;;H.'%.ro,` .y•.;('5: [SCAN FA69IC W1EILxL l6E SIAPE6 UR •i`t N ra'O O I /�- .awl.:,r CROSS SECTION 11 r i;/ 1°'m ■RE WSS m ATFAW FAEIWm1LRE 3,�°W '•�^-y .—' : same m Sa19RF 1! - Elu26 a / � i/ � aRm<�mnm lu �u�aez YAgI ''TRFN01 ESOPiF/ � ISOMETRICVLON 041E 8'YAL I calm 4ul mm Slat P6515 :W1WA 1 I 1 // 1 ® auvnvc FxEuv / ... vuxc �� ( ::':! .....-..._.............. •, I 1 �., STORM DRAIN INLET PROTECTIONW CB FILTERS LTNrs NC 1 / I ' SI E m�GGa�Gt b' •// EG01 xn / SEC 02 120 N 0 I r \ / �,�\ '• �� eD AnJerven Dl/DI/^0'fi m / , i �g../' �\ -....`_mod• T �' / :l 1 �l / .....: / I J / \ / SCALE IN FEET / '� �•'� r a• `, ODD •w ''.: i L�4 i. i`•-<� 1 1 LEGEND//' // e '7 / / ® sAu mmr ���.. \\ '•1.` 1r�, a ME}1 slm. /// �.. / i' � SP-01 A9HALT PAWW SFE C�y ,:. --------- F]mTN6AEPHAV w =_ /p.11P%U ` 4 � kT61Nc[R1dflE v /' A' I 1`d� EmTxc 9iAMt Q Gam£ / '• • 1-1/1O m m 910 99 B IAA 1 6 5 � C I /4 :��,..:'.; // i // s 1 ;l..1ti• M 1-t um 1Jma.Pw ma. 1 "� _ 911 An Mx s 9Puum aamc I rw sm sP m '../ �n\\\ Q J/ NMAO91 Aim 9F.AY DIR9]PIt9 TAM( A',IYP. /. /i : N / --ii Tx :•/ K. ; .�P..• � .•,- � s,e I~' :;�i GENERAL NOTES: .P•�,�� - \ � � �, 1 , , L lf]01.LL CONWLTON 9W1 IAIE UMY 191101 Ai 111 911!& • '; -v \� \' t1 I 1.; EC S ;/I MM 9IE OMYL$910 911WL19i u91 1.19m RAPAES(F •' NM FN915111SM5 1 f •,';.. .•,`. :". ./I\�; I. z iffI(fNIMYAIZ 99mIE 10lS1RICML 0 I _ �ETM,PACIOR S 0ENEIIAL*91160010 9401-. 0100010*101600040 /10101 P0101001110010119 I/O PN1 N1 ... / \ I___ 1I .ln :3 1 101100100111 InxiT A�04m,01R 40/Ill Jm®CA9l 0 \ 'e• R _:=-_!A_ _ '9i1mAelca ro mule uTa: '1 f 4 PMM ro®9a t911rtACIlR 9W1 aFm¢FA11T10 0160111010 0. nlFff4•IEES 99N wc t eAv19 EImm+c lm 9'a4•./ lf' • ' \ \\ QS IAMAY 9IDe_ 1(PS1ALL r I, :;I D]m1D91 M1T Amer POOL *0Ca)4 �\. 0. - - / 1 00/WOOL 0001010-40 I ;K 1 a 0/001100000101100.Pun um uAa ro a AIMeE um 9giE Arm o / B 1 h 1 9990 EOlAA9.W9E01A1E MIH IEP Sus FIX T ( I _ EGC ffmD v9�w /1\(f (\\' ) ; 0 CONSTRUCTION NOTES: 9 • `\\ �\ I 1] // f ♦ p p rh '41' a /ID.41911491IDMPANTI mff PAMi4AT400f 01 A49E010 R' \\\\ \ \\\/ :, it`r: ' 04 m9:MMF11 SMIpFS PAB1f Mill t tl910 W1FlC 1111[MTI]Il dT . \ ♦ � /\I )♦ I+Ii I / 1 01110* Z PAIO9m 99,M P401.01001110.10-00 R 9 6 /1 / 4 /A'F0E PANIC 0100/0011101011104 x/!249 m01 10 F[9MffOAMEIL 7J L' : �l • FA AT4!OE9REN:9E 1111114N 9:1111151111110 N s. , I 1: +1. S ;000 CAI 01611I010001000010044101100-01. Z♦ Ex..h'O � � I/ E : 6 T.SDD aA.SFPAC 009NC TAIL MTFA m 94£T SS-0I. •""'"/_" 1.\ J 1@ 6111 F9! I 100.400100140-0/ I '::r' .�ll "0,\ -\ \\ I ; II i C -l *00010*0 010101 a 00 0 m 000 00011904 um 'W � A➢OIO91A1 DF9MA101 a FFllff RO EON5F114 \\\.\\��\ PJnr 10Ins1aA,see I f`i a41 4 ISO CM tAA4 011p✓CFPI9L M}FR ro 9fET SS-01. - G•i PegoIDe11010 i! / 4 IT0N�Ata aT�vlhMmslaPsI�EY&1a rF1 u1QR. '00_01, "0,".•• �ncrmumleneemuen /I tt.1 1 ossc`ox •`"rzsrze \\\ I ::1 r AI / t6 00 V 0 1-1/C carol 00 91E 91EI/TO IIX 640*00/ 01ER NS�OA` \\ \ I ; �f 1 a 7 wa Miwl s•of nc 9nma 9¢mlmxlm ro rmmxAtE rw Iaa \ \ \ _ \ I : `'I / y' caluclm a mwFsow Im�w1 um uPrx m. {• ,:• \ \ t tA0(9NLL ff OWm 1A1m PE%W 1411011011 0940011 ................../ ,��\ � • �11 p� -I It.Fuc19a1 maur A9 s1M,cnEFs us 911111 Fa MF9F1aE cal 9ur�se9ao I` f 1 r d uEclrecv. -•••. - " 12 4 CA WI TAPPAOIF10D 0101 MAR*346.0000400104100000060/1/ oATEO1110. FEB 3, I augur ' �,1 / Ylf� I n 0010011,14/10 a M9�.9r ao 9az MMa ro 9EEf a-D4 ,us„o 41 .. . ......... miec :: '• / / asowsPSPa1 t _I ' SP-o1 NP4 01 10 PANT SYM).TRAFFIC 11511 T Y aT NA M% r-0• S A4HAT OIVL�a 9ASACE 1� Y YR x011 01300 xHm - A•AEt>1001E BA4 0106E ]/r s'*0^°L9 RESERVED PwNr biT MMC PARKING T W. PFA T PwAR[D 99IDIABE tl01L•IIS 51010722E IMi ro FASIfN / (ass wAm�ll xa-eN PVaT ro s1PE>f ANO sob m Imr. y§, LLi] T% (IY IB7 —4 ASPHALT PAVING NOTES I11 MxEE 000E�-1�MDxNN pFm PAM 130110¢W WIRI iE ONS a PAA0]IR F1 IN PAOELT 90100 51W AILO'ID1N0 Hi 111E �•� PAM(2)WAIT// 103P0O115 0M= TO6 a 70 x401920019-009'HOT 10 A T(IW)FM 0402.510 PIAIE x/000207E SFNBi. 71111 OT PiT=I 111/0-NOT lit IM WA 9i01D4PIAODNa15 aAT IFASf I-2/25002911101 (1t ')) VAN ortAM TN 4 x00 1 . w aPOSI ACCESSIBLE 900301.9011.3/c.11.]As WA]i1t olA WPA0011 sum BE HR As1Y 3-1107 STEEL DRIVE RIVET STANDARDS I. FOR 319PAIIA101 a PAVOIXT 9NOULC Fit.PIA®221101 9 NODS a FN970 Y,-0. I 5UBOI.AOE ODA1*1 N iLL Mff05 A]M AT IFA51 TE VPP016 MOLS a 9®"R251 M AL x701 ro BE PAVED 9242 ff OIIPAC00 ro Al 211057100340€YAIpGLS 3.53.034)4 S 06 N GAOF • 3.071111)5 YAXYUY 341 m61R. 01101!0 1101.1 01 If 2 AORW.TC 9x 9011 WON xF1O959011 MAE A102111 YAI61WL 50&211 OF 1n ]S 07031191007]6 Y ACCESSIBILITY SYMBOL POND$AM Ie 91RAlf OLH 91000 BE MPAC9D TO A MMmY a 911 MA®wl r 0002 OLN911(001*WMMTO 01559} MIS ], ASTW.TONOff1E5MA00116Ero5310070N 7x00110760!*11710 R W�' S m1oe1E 004 r/2.25• d %23Y06]r01c11 LIGHT DUTY ASPHALT PAVING GVR CNYA�O SRa III 251030310 Ore I W ri S. :.:. , .. \� \� i�iiy {� III ]T z]p;a • � 111 7 Np s lY III 114�4� 8�0W61E . . ILII rep J{___ GLLYN®SIFELWI r &I sm 9 m0NT P06O0T06 r a1 muR I'° CONCRETE BASE.SIGN POST V{UI a IO IMI rM p ens AND SIGN PLACEMENT 6110' N PRE—CAST CONCRETE BASE CEMENT CONCRETE WHEEL STOP SIGN,POST,AND FOUNDATION AIIM 9 EEVE MIS Mrs PIPP.ALLOWANCES U 1.u.>m1(11E*,maeme*NO.30010 rAEeAST*ASE `' � a:lrvcn mr.emma.msemv.smweq.mom.n.> 1¢i meNNmmmT.uTmNuwe I'MA111 0001110703 PEN Oct PW11&ND CODES KEYNOTES PRA TNA696€obOA Wnm15.099 clbpoanu. ME 09001 RS700001 1)7-YWTx 110 O PIPE ME(20VED cww.P�i 2*2 09 YWrabOrffie 0narp0 NWomNW o RIVE FIP 121Pi 2• C04'RE590N POLY PIPE(206 P9 F6AYCAY6 YAte:OGRAIx dT RB nwivn maS6n)nvdwn Pmml. J Q�O 7 ODH Po 1001001E 1e-00 v.me.n Py mmv,M.lrmmwwedx.mbmae SOI.W OPENA T NUT NM BOX 3 Q 3 WELFii/15{20 CmPER 1U91N0 OA) \ ©*1-1M•M 2- © uE ER Bo%To 000010110054m o S WA 4E1Efl NO STATES / \ am.e,un aqa,w,e.ww ,e.mv.m..0 w.men sENS11s—1 CZ BOX xBCF1T2012B ,y -� mR I6I. w z z W10c FT.READ. Ito JBCF1T]URL / ^* aTb ame�oa..o,bmdM.x.�nx.mN.emm.mQMT � O;�o d(0250 SEE O**YUE111R 7 © BYPASS SHUTOFT vA1VE ✓ ®mm .N.m,,.e..m�.an rN.w. 51cOPPFA 11171179 BYPASSPROVED 1111110�Ow-m STAINIF_ti5 sTEB1 1nNR0N]SIM OFM WO CASTE M C E .. ,onl. n Tb.w.O w1 b„mwe6Mmsmp dms r..min.omcuon, W O S SERNCE 50002E *ALL 0111110 FITIWOs 1Y'TAm 001010 uaT�IMKF cs ).MN*40*0 e.abmma.e Axeew Ee bW Mben W>'.n PLAN VIEW of 21•D TOWT ota.N1 TO IaYNN 2• MIEp LIDS 0 O **OMEN OaD101RATM5 YO.111 090 TO PF.IOERS IT]0 V0. Ll. ALL TAPS: BEST m WPR NEEDS. N0wEVOt,THEY 1)30.18•BOILS UDS O,a•.°".0000 itT l2'O.C.NIIOINIRI 10 A BE TMIER. D BY ME Ott PfiM NEM T NMEIFA 110E 21101E 1 MIS.IATtE TA0 TO ACCEPTMM @111129112 111 A MI/B• xECTN10OLAlAAONeTYEMfeECTON NEY C, 17 IN BO%AT TOP WEND M 0000010 F1T11NG5 m 111 0/07 DEEP MAY BE S003.009110111.0.) RECESS. y`Z-t O m@ A sh1iD% SPECIAL NOTES: �,�� 'W b rI Y YN. To AOJALIIIT MVkl 5. �x•dN % t`fs1o.L tYG, 2 IA CADGE BWE 0001110 ] nN. h N e / c3 `a reslxe L TMiNC NRE YUBT BE g3 SERd� wRMPEO MIX%VO PPE wm j J ///•��Wttt 0E9ONEx: 6 50002E� POLY PNE R USm.MNNECT � ,W/ - �. � NSHIEAOA 1� 0112210 BY d BYPASS 100905 A�ECALLMY BMO 10 E% rAacmeea / " ,r w / eN mex: J' �NSPEO�ALE NEW CEO A11H P[LY PIPE f..• � w I !- �O�. �"�01°'s'°"m DATE � wA10015 / 1h"-2"WATER SERVICE mmAws j `•= A.wHoo. CATCH SMIN T•PEI FPe..us.rTNe 0 00 *52 2•0011vur< 1117.1/1 INSTALLATION -TION srANV p 5009150 91 5 2/2D NPAE SAME OPERAING NUi NTH 00% WAY�oARf6s P E L1nOx57 SECTION VIEW --- ''': �a..R+.L Roe Steve N xrs 12ss CS Nis W-03 M Tk eve ePAv--mmxuO,wm x5461N252201IWN ALTEMATVE P0000610010 BECTON ' �".� SP-B2 Nn B a TO o d/ / -V _ .....1..' .- ,' / \ 0 SCALEINFEEi CO / / / ••01 ._. / 1 I / ;' ,: � LEGEND / � i /� `�� ' 19 PRaU9D mx191s(wm/tmra) ' �``..`' \ / �mR 010 1104104 / '� / / \"' / ! �/ �Vtmnt YAIa E16aC 9FVAlla •• / �iij s We a z \ / / ,Z • ca./( .• ���—�\r '' ?.1 /' ) /,J,/" ��4'p-•�gW�</ ' / /\ {' % GRADING NOTES: • f l' 1.Ai001040101 11E4 ENS Wl E 11EIE 5 Vn9YYE.1—SE AGT IPa 9/504 �wv, / a l zEn1Ln00/940 4ERl9U01 t WWW 98011010 nsr IB/�[// 9OT ELETA06 /019 0141E A110101 PAWN11 UNLESS (\ ' �;i;1 � 1 1 800301 EU LMnSUEMUSS WE ff STAMM F-^ 'i i- \- f itI GENERALSTORMWATERNOTES: .•.: - I NL WIWU9Yl11 aoWlnlr c� ........... NE 94010041/C 0/IVY- y J// � �E9¢15Y351 r� 1 '1r z LEE�RnT 16f1LA1R6UF IIO�i NtEIE 9OM aREASaC�RN6� • :--- . . .. V...:::-..--.--'..,, \\ : o• YL2B2 '�]..Tl.'D / \tI la 040/I 100€1 / :! 1 0109010 9WL 1010 4MI'fEIU a1AU91 9/I 91(No 1/PIAL D 0 i \ /� 1�`I!l2Btt0 :! :/ ➢EY R0m6 9W1 ff RPt a CCt6LaC6a OMNN6 uo Rfd9D m o \\ 26162 /(Y, II E WC2HZI(17 5) 1 :( m ro ENUE9i IEVI C991EI1a 6 RN1ECL s ''�:' E2H266 ', i : : '\\•..\ \ �YE�01 \ E moo I.XYI .1 A. MNo 0001vt9WLIflEFTOAUGGEN of EoSI Ru 110€040€>oaua ¢ S51� CAL IIIIIEY6 Ea CP�j I - / � �z : \ . \ �\ 1 ! 1 ➢E Rtamn 101/10100/10004001040140/044/00011 I I.:'l.: .r °' urr n�lrwa5 ro E�1 Rea ro mbmLnaL _ s uL vallc PEES 41D s191en1Lcro Reux 9WLaEI9EChD 90101 o w \"\\\ \ � � �J// n/• l YLIR6/ 1 E I 99LL FACIa�IW�MU 9161&➢SNN 5800085 At0 P0F5 t=/J I 1 �=1:�- sq.e vee: 0191E Phi 1011E ONETa a THE ntltE1.T. E7 O 1/ 1 I 'I - 5 tiY�Y 6 UNTL Anal! 2!! 109ILY 9WL S C R ALOYAIED •�\\ V ! { ` : 9nE MFR A 08'OnC PA141C R OME00. • \\ O• �, <%' 14---, V _1 ' 01WLICR AIIA F106 E96NCOI4 E•iffiYSTOA IRAIIENT Nn 4. 4*01AAitt10101/A FT U9 CE1aN01//E]ENO915111F16 9WL fE 910119➢ro 0OEFIt AT 100 OF $ "-:9E WAL Ul6 9ELT L"eV V 00000101.L IUA A AI10 ILIIS 109E 99LL YEEf A01 ROREIEII.1.42*00I5 1•tt NE•+�Ho( .. / i,E W 01{(IY N) / 1: 'a ;� 9W1 Na EY®E9AHT OIECIIOI. ^`e �."+ V / I l 1 ' ..mernee I I -1P uEpG• �lV-"\•.~ -'~, '•., r(1 I 1 0[Srr+ez 125120 ;'1 / Nseat . ;/r 1 !� 000190� I , :;I APmortn - •��` ::1 ;I t'•. i 1 team moot 09tE. � 2.'' i i' l._ \1 1 / (i i ,el / Veaaul+swu*40* M+u xg r i iF°h,: I: ''.i..+t __-- rIl r 3600056[OGt «D r' er.,• `; 2G ... Typical M"r II wwc I - InfilV9tion D e �k _ TYPE en$5 CG-01 i ECOLOGY 6 a 10 SEC.02,T20 N., 4 R0 W.M.M W ru rtunM - , LEGEND ,..._.: / .; j /r p�"`r %•i ---- 7,aeD CAL SSEPPTIC TANK r A 1 is TAMISYRT PIPE ---I DTABFfl0 St110G •• •.-N9 1- ^g3n1E / / C // 0 w ..... •..... � � � eCPLE NFEET �` \ M / 10. O L.✓ Cr ` , / A! SEPTIC DESIGN DATA: / ..''� , `A �� ~• -n- -< I DESIGN FLOW:GAL/UNIT/DAY FLOWS ARE BASED W TABLE 4 TYPICAL WASIENWATER FLOW RATES FOR W ;'/ �„` .k I / NONRESDENTAL FACILITES.R IS THE OWINER'S/USR'S RESPONSIBILITY TO INSURE THAT THESE LOUIS ARE NOT ti\ ICE CREAM MANUFACTURING FACILITY-OPEN FOR 8 HOURS,5 DAY A WEDL d / / /�\,�` ,VA A` i /i Imo/ -NOTE ALL WASTEWATER PRODUCE FROM RESIROOMS WILL BE MANAGED BY INC EXISTING SEPTIC SYSTEM ON / //���,�:� t A /�/i S ICE CREAM PROCESS DUIFLOW- 377.1 GALLWS/OAY 'a•G. _ _ // . \Y 1. 11( DESIGN FLOW= 1,000 GALLWS/OAY I/ SEPnCTANKSIDNG U 3 X DESIGN ROW a 3.000 GALLONS / USE ONE 3.000 GALLON ROUBLE COMPARTMENT TANKS .� .....:/ tT[>s<N I : PUMP CHAMBER SZNQ2.5.DESIGN ROW A+�\ ! N USE 2.500 GALLON PUMP TANK I I® ^LL / �a :-��. 1 /e/ snE mlw/nw To aac area Im[mol S 6 /% I rl :I ri � SAND LII�BED APPL1CAnW RATE / � "'M� :.: \ \ anew sl[tvlmAclm ro moaaAtE Aml tEn f _ \\\ / /e / WXIIaCM ro mINRT 9flt AT AN 6,ltm m // 1 r I� u41c TYPE 1 SODS APRICAnW RATE uSR 1.0 W m \ // / ' YAXTIeI 10o1d saE a a rlml 6mANG ro TNeK /, / 11 'I f:A 1 I:: GAL/SF/DAY \\ e—/ / ��/err�vaz4 / r I �4 i� :4 TREATMENT LEVEL•B i1FZE E. - :;::: .:• - = SOFT f too Ks c�a auYm axR � ..rWA2 atttmatm Oa5o CAL) // J €% ::)�.:: DRADEFID ARFR %RR rciAL w MtIT s3. - SFPe AVK� GV.1 1.- - . 1USING I 334 LF OF TRENCH LL 000 S' /% YID I DOSEi RUNS AT APPROA 15.6 TE m .-: ..'.. :' .. '/ US lEN 315 FOOT LMEC TRENCLES ...- .. • to .. ,�: :% �Iilal VALVE ASa1�T YOt1 J T I.+/I U O .. ,.. ` V GAL/111NU KF e'smssau sate o t/e' -- --..Rrt••. \\ 0.! _ .. .-Al�� Y111 i ;•l ry.`�!it/ _ DUg 125 CAV2/15.6 CAL/LON=16 MAN. LL�q� \ \ a¢m `ATMNM tm v ff tS axwlE 1; I 1 l; F B TIMES PER DAY DOSED TO DOSE THE DRAIN FTETD SET T E PUMP TO :�A:/ /"//Z1'/ 1 N RUN 8 TYES/OAY. r' :ti( Nl F 1.000 GRLmAy. 175 GALLRis PEN O0.¢ a Z;i li 8 PER DAr nuER sHAu BE s1:7 FaR 1s YPN.•W aFAI vWj U 2 o 7 IRIS 13.8 LENS'OFF w w_ �'���'•••PIDFAAY INNfMl0 ��iFNu5-EXT 001c.u,mNs ;\� \\ 10 p \..• \ �:` 1.ALL CONOT1UCTON TO MEET WREST MASON COUNTY HEALTH DEPARTMENT RESORTS]]. 0 y o s axaAe a'A MAX ID \\ q '�`j�SEPTIC SOIL TEST PIT DATA 2.DO NOT DRIVE.PARK PAYE OVER,DR REMOVE SOILS FROM GRAINFIELD AREAS A t I-OT.' AL PO m]B \ - ' `f 1 CUT OA,SL PE OF DRRAAIF1�ELD AA A£CUTS OF 5'oORR M( BE !HEIGHT SHALL1NOT BE MADE WITHIN 50• u a 99 .• ° t�ttmR TUX Flom cu.) •1, Y W ' RT GETAL a styli S3. Y /t SOIL PIT I 0'-11' TOPSOIS 3i /' / 11-25' TOPSOIL WITH LOAMY SAND DOWNSLOPE EOF DRA6iFTELD AREAS W ORAL IPDTeI/KTFANOR DON.) W.277.14 0�TAR Isw0 0AL4.ARCHITECT EP SHALL INSTALL AN OIL SPARATME 714E GUIDING ENVELOPE \; FF1.RETAIL a 9AET CT //,_', 25'-60' LOAMY MEDIUM SAND S INSTALLER 07 1 91111 NEST TANKS 70 ENSURE THEY ARE WATER ITO AFTER INSINUATION PRO IRE 10 OF ..' G, \ • mYYF11,5¢KTAR a SNOT Kca I 1) t NO RFSIAOCTVE LAYER OR WATER ENCOUNTERED THE SYSTEM FOR NE TANKS SHALL BE TESTED BY FIWNG VAT!WATER TO THE BOTTOM W THE PIPE 3,,°.„ \ \\ / ( SOIL TYPE 3 INVER13 AND ALLOWNG THEM TO ST FOR 24 HOURS THEN REPEL THE TANKS.ALLOW niEll TO SIT FW AN D IQ91i2 DANIEflD'A9A �\�` \' 1 SOIL PIT 2 0'-s' TOPSOIL \\\ / / TREATMENT 24 K A AND RE-CALKED KY LOOTS TO S LSCR THEY HAVE NOT OTHE SYSTEM •ice \\ \`�\ \ / 1 2'-24' TRAVEL WITH LOASA 6.A TRAFFIC TANID SHALL DE LL VENFD BY A HE EEL BIO (SHED SHAG]. DNSTAl1ER.1NE SYSIEIA SHALL HAVE o A \ \� 1 24-60' GRAVELY COARSE SANDS A TRAFFIC RAZED UD AND ALL YE711INC SHAH BE BELOW FTNISED(BADE Fse �\ \ \ \ / 1 N0.TYPE I LAYER OR WATER ENCOUNTERED \ \ ' TI \ ". / ;' �•! I TOPSOIL 'Ee 125126 � \ +.;•1 SOIL PR J 0'-8' TOPSOIL 604040]. • 4 \ 29-60' LAYER OR WATER ENCEMTETNED \ \ �\ '• ! 1f 6'2S' TOPSOIL WANE LOAMY SAND G 0110 nvFz KRAIELY COARSE SANDS 8$ \'�, I,"�� ' )(f NO PEVIMCIIYEumrz R ;( S0E TYPE 1 AffRwEDBY: _-. \\REStRE GRARE6tD NEIL ,I ! ' � SOIL PR4 0'-10' TOPSOIL eso6rEvu M OISTAO 5710. . r 10'-39' TOPSOIL WITH LOAMY SHAD tyre GENERAL NOTE: 1701100104 1J� Y .- f 3B'-60' WAVELY COARSE SANDS x0 �f NO RESDRCOVE LAYER OR WATER ENCOUNTERED ,m o,00 @ ,;,• io - __ 1 1 500.TYPE 1 1. PROTE E PROTEAINERS AREAS CTED CLEARING•CSR®�OR ANY CONSTRIICTWAIN RH THEIR EGSTNG NACTINTESDN TRENE AREAS SHALL BETO PRESERVE THEM FW e_xo____ Oi i'/ .. .......-. I L FUTURE US: wires f 1 j� N01E SOIL LOG LOCATORS ARE APPROXIMATE 001N1RACTME SHALL NOT USE x¢ TEA:LOCATIONS OF THE PITS AS HORIZONTAL CONTROL VP/ER PLACING THE Z CONTROL PANEL AND ALARM TO BE AUDIBLE AND VISIBLE.AND SHALL BE INSTALLED ON THE Tx SS-01 DRAINFIBD. BUILDINGS EXTERIOR.SEE MEP PLANS FOR EXACT LOCAlW. o-7 3.F 10 GENERAL NOTES EII APPROVED I. III OIIRACITI BULL BE 011040 ND)fl010 BY TH:000111 10 05141 8➢ID 5101102. 2. A 00-0(151100010(1)0040041W(110160 YNR TIE 0 144 010 01 NOISE @0800100P01010 _n.nnJrmon n4�mno'_6 ANY 040000 C05101CO01 S I NLSYSID60(1000(00009(110 TYSm6SUU.E16110N lii 0000EVA RD7®RAIAE Roll 4J 4410101 C 25PEC10l POT1 RL@I Nw CTOOD 800010 4. NL16006010569W1E9004VILr 01100102.1111104044114401101(101.0000410.4(1 10002.1 Pm PPE WBREMF0 CAP, [1010082.000X10 NL TAN(AGES IDS 00120 A010S50i4E E 110(0010111(1104(1)100144140 S'NwM)10 BULL BE 00 011!FOR 51ST 0200(11 NIFECTOIS WITS 041101140111 101(400000 rONYMTRS 0. 401 4(10401 NOS 10.00601104 SYSIFI N A000AS01019 ALL CUMD 15101E)0 OONIY IPALm ®IA1111(100001016IAS A9AFB NO D.v00111r NN 16140 10 10001R TIE 01108 001000 0000 m 142(1424 AID 1X0 ALL N(4110PAF6 ro 0E 515011 AT IO ONT 10 41 2 011110: 0. R 9100.4 0E 05(11485165'00010 m HATE A OPT TN 11440000104010 AT ALL 11113011411 oRAJiRID YOXONIO/OFNOIf fCRL 06T01CAW BE RTAL 04 1115 MET 1Sr 501 0010 UIDWS XIN O/IP 7. ANTITT WA6 m 110 0510 OLNL FN4 ff AR101➢BY 4J(4UIO QN9LiNC 10@FED ANI 0E NRIIURR as-4 SWOND 010011(1110.) 00100 oN11RD IP a Y CG 40111 WIRIIT 1002.01 0FPAOIEHL 010E RIOOIDPIG I I II S I rt00E DDmsND/0R061)11682.4010010ro001010 SCJ AIUNRE WN9.0.NNG ENO®6 I . CA6 105(11 TO 0000010401.44000(14011001)41400(001000100 ) I C P40 IAIDUL IP110N/TSEA401f / too SDI wP1C 11112/IC aN10S ffJ3I® L 00 11(401041111�1041111��E of 1104(1(0 100 MO slwws w oRAvinn Ar,PA. (P10110110000 11 z ca sACN.ac �E O 1rs¢n mAa Iw6An CO / // / // I0.OINK BLVL BF AYNE OF 110 4(05010 01 00(10014440 TANG 011 OF OlD 00100 8011011E 01110 / .. // //� , 54�a 4 700(5)10 R41ED00210 40 0 090(1 010 1x14'TABS WOR06 / / / / •M 11. ALL 0Ns10m1O1 W1F0N5 00 w5NAIu0N ff 11@ 06000 4010 510916 SHNL m6aX ro OLL UmU1001(1000001 AFflIGOE SUm XD OJ011Y 1PALX OPM001R 000I610NiS //// / / / m it 0 z Ii*1100)00151010(410000(111001(0010)000001.L 90050010 ff1ED1 NIT OAIERWNO AID 10104 �101 TN MUTUAL ///// IS O 901 w Pm W W(114af UE M S]Iw/lmRALL 0111002.2.SIID M RFYAIIOG NO 001 OFw5 N OUNEID S UIwA1 YO. ONL ON K OA 11105 A01M / 0 2 N dQaM00AE ff 10801 O'Y 00cTL II.86001IME5 910110 0(0.011 1(17£SUN 0.01140 FRY 0E B6T 060X1101 AVALIAL 11011€ 01414011 0m('090.5 4� , 00082 PAIRICT 010 06,11111.10 NE NOT TANNR110.IT 0)4(1.01 6E 02110.1C1OY5 0 0001111 m 2.0101E 10 NAIL 100(110 AIL(1000010 0NIE9 0001 m TODDI 0151010101. 8(` SEPTIC CHAMBER AND LATERAL LINE DETAIL DRAINF)ELD MONITORRNGICLEANOLIT PORT DRAINFIELD NETWORK S 'N NTO- s 001(100 P01140101174000110 0 01 10 ff®1110 01001.C P1C 020 0(1 14001(0 PAP. 00100050021100 FN® IC ONL ro U 410 BPMAl101 � QBQ K 100 40102.9 N BORW{' W Y1124-2(1.1.014(10.0(14001. LD Z Z 4 N Ci) 0140 ♦ 405010 OUO: . ♦ cq W INFILTRATOR WATER TECHNOLOGIES INFILTRATOR WATER TECHNOLOGIES —_=ii N } z a QUICK4 PLUS STANDARD CHAMBER QUICK4 PLUS STANDARD CHAMBER -I 1111L n — 3i PRODUCT SPECIFICATIONS TYPICAL TRENCH DETAIL 1=1 l 11.....c.., z i (NOT TO SCALE1 SECTION VIEW _ a 0=. II I El QY" ': ' �I 1 TOP VIEW INOTroso1Ro —III—III-1�: "5000=PlY y I Lf115NIC0M.IRN: _ teM VC st INSPECTION PORT —III—III-1I I A'9�'ASPIOORE°': OeObsu(6)ircnes 2°Olam. a 11121 I-1=III=j 1 :.:,°' :• :°z; I Z o - -o -0 a QUICK4 PLUS 511.101.00401(10100 CAP =�— I—III '`A'+':. Ill— fg O y O TOPSOIL 1I =1 111=1 '•:•:, :.,. —I l I > ,405 a - - I0I NATIVE BACKFILL =III=III-1 I I'`,; � I I77��I —II II=I I f =1 I SNEY C.NO INSPECTION PORT ``\,``` = 1�•° "TOTO 411 0. 6'LOVER(0282 53' PRESSURIZED PIPE DRILL 00 INLET =1 I=1 I 1=1 11=I 1=1 I 1=T=1 g� POINTS LOCATIONS 12 COVER 40.1 S SIDE VIEW END VIEW (2 PLACES) rRERDEELEV. f �-III-III-III=I�=III-Iff-Iff ` �'W ON J PER DE0IGN 12° 8'IM/ERT =III= I—III—III—III—�1—I ESS G 6 IIFrEcmElPl1G1H) �18' _ �� V E�25120 ICHNDERSECTICNI [Now 0 1=111-111=11(=111=1I I—T 'o ////\�/�\��\\ 110 13' IDIO B0OOI ff 06l.W ro BE 116882.110 LLTfl 7 AA! l\1 5 SPACING PER CODE 136'WIDETRENCH) 0p S1y�Op��(T SNOA®5 NO 00NK[RF>D ILL RC YAT �ALIJ_ I I 34' 0010104 ABM THE DUNL W 10 4I(B)00610101111E 1(1101/1001006010 (80(1010: I.____34•_____.. I_____33•______.1 I�-39'�-I ('INVERT K Cj Q- TRENCH DETAIL-CROSS SECTION BR NR RN __ x6 rt .. ..n NOTES: ..-.. o ...' 4(20 kE nv0*01)415 u® 'LENGTH,NUMBER OF TRENCHES,AND INSTALLATION DEPTH BY DESIGN. taSN195G0i 'SEE INSTALLATION INSTRUCTIONS ° SS-02 151(0. B a 10 RKSR r/nwnc NmK r/nwnc RmK v/nwRc um LaKNam W EH APPROVED m Mao IDfmm W �RD UCKNG COMR ��IOOaC CUaA Pump 'octlon/or p . .c vmya REW m mm alAi 1/fAp O�5 PW mow/ M'°°'''°'°rl� X11.Amlcrvun M�111/_02fi (FIDE ..➢OD SEA AT AST Uif aFDI YAISE GUa m SEPE R@R/TAAK fatECll[N PFII 55-01 uo aPme+•.:NaN m FRa9®(FADE e S DL KxuE ArAr RrL NaR ss-04 PDNR OA KFADE T¢mmE Pm .. euP¢ RTDt LLi Fflal gr �p�— TI Pk RDAT—•. (PxNu.1HI N PLUG FF�''LLLrgq� �Ty'3(y�.�. IfEE FrJi IlaUY!H[flP N OF/N OR I�{ ; SIIX1a(NDIIDN6 RDm®]IARfE PFE r. y 1ul II('flll fJP.6aPDC,R YJ„D yg CT(11P REVT'ANE CAP ® — ; e acme 0' fY1FR fvwl —�• b.•r�r. s .. RS�N. roalOETEams w x SEPTIC TANK#1 DETAIL PUMP CHAMBER DETAIL ' TRW E IM CAL Tux.R CUIDNS PER NOI(ApfROt) two SN.TANK a 5 C1aa5 Pal NW(IaANL) PDT m SDNS) I o . r a m ss v as m i• M"m.n...Imw W G SEPTICAND PUMP TANK NOTE T P� w_� z IIE RIP INx/0E4 AID 9PIC UN(xET 110 WTYAtlOB 90ILff[I D0 om IODOG IDS AT FmfB®.VE�69WLff IAIJT-ffNID 10 TN16 ... �•p ^^u-- 1 Q 2lz M TAM MITTS ALL MIM IMN IXZ NO H HU lID WW RB SX RID BE MT-Y11FD NN UZ RR RM IDNFS _ '� J ga __o A�e IIs5'sE IS 3MRRUSBABSlE B5kDDRAMEMMiLlT19100WMU9axwMal1HT55MOMMIf9 MT➢11Wei :� + W„M Ak NREI= yy o GRAVITY CLEANOUT DETAIL Orreenco (U� NR J• BERG sp Berg Vault Company VAULT MIvP'°ro�w'nRez73 J wmw)azaessR COMPANY 5 II m w..rn.cw...wma W H�m f voo.urmeam.murvmum.mvwmvemmwaa ��p 1 III LI II • 96' IFLIIIII A a niou / Q PLAN VIEW 5IT153 0 NOTES: " A^^�a+,,. uKOPFr L CONCRETE 5,000 PSI MINIMUTA STRENGTH®2B MYS. •• dove er: P.STEEL REINFORCING-ASTMA-6 5GRAOESO. e x , s- � caasssRrnax uPRKnFURY: 3.COVER TO STEEL-I'MIMMOM ,mom ESDRTEYR 4,TANKS ARE DESIGNED TO MEETASTM C858 AND ACI318 WITH AASHTOHS-IO LOADING. SECTION A-A SECTIONB-B wN: V 5.EARTH COVER-0 TO5 FEETWX ---- 3000 Cellos Pm-Cast Concrete• PTBRwxrzme c=N5E6`O$13S new 7.CENSTRUCIWOVINSEAIE0V0TH 1'DIA BUM RUBBER OREWNALEM. --c -y; •�,e__••� Two Camparlmenf Sepfle Task 7.REOUIPoNGIWO WSEHSANDTRAMCRATEDUDS ��;-,per,., N520-04 Rated TYFNIC Tank wuYM1wiNaw p. aw m. ctuwTaw ssaT 2 500 GALLON PUMP CHAMBER(DOSE TANK) 3,000 GALLON SEPTIC TANK ss-03 NR Ntt 91REIN0: 9oP 10 SINGLE COMP.TRASH TANK (500-3000 gal.) EH API RO V ED 094 679299 ssie�mcui 9,WAS 9223 .D.Arnferson IN a1rn26 SPECIFICATIONS a L a 1.GREASE OIERCEPTOR:1,250 GAL,CONCRETE,TWO COUPARTNENT,AND WASHNGTDN 51696 HEALTH 16.TOO DEPARTMENT APPROVED,Vt STRUCTURALLY 506060 WATER RONT RISERS. 2.TREATMENT TANK:3.060 GAL CONCRETE,SINGLE COMPARMENT,AND WASHINGTON STATE REALM DEPARTMENT APPROVED,W/STRUCTURALLY SOUND WATER TIGHT RISERS MICROFAST UNIT IS PRECEDED BY A PTIC TM . 0 GAOENCREE.DAY COMPARTN TINE 3.ASSET TNGK:N D GAL,STO CENSUREEI TAO COPARMFNT,AND WASHINGTON STALE NEALM DEPARTMENT W APPROVED.W/STRUCTURALLY SOUND WATER TIGHT RISERS. 4.4.DOSE TANK:L5DD GAL.CONCRETE.TWO COMPARTMENT,AND WASHINGTON STATE HEALTH DEPARTMENT APPROVED.W/STRUCTURALLY SOUND WATER TIGHT RISERS. 5.ORENCO DOTUBE PROPAK MODEL IBPP-3D-TOO,OR APPROVED EQUAL EXTERNAL SPUCE BOX MODEL 110A-S(EXPLOSION PROOF SIMPLEX PUMP) PUMP VAULT MODEL(1065-57-1519 TOP VIEW FLOAT ASSEMBLY MODEL(IMF3P-27V HOSE AND VALVE MODEL JHV1253CX 92 2.4192 PUMP MODEL TPF300511 699 ruL uos m O xm mAmc CONTROL PANEL MODEL jLTVP-SIDM-HTSA Fro.lr1 / 4•Dunn GATE VALVE MODEL/VG1500S w 4'INLET VALVE FOR CASE VALVE MODEL IRR2426 craw .+— �' d VALVE BOX ED MODEL/HD24G12 921929 _ 6.DOSE TANK PUMP.ORENCO SYSTEMS,(30 GPM,I/O HP,115/230 VOLT,1 PHASE)OR EQUIVALENT. �„ 7.RCH7LNE 6•PVC.0.51110303450435. 72792214920739090044� areas H T Jte axL w t Heu sal O 190997 19)GaW, I /f 5„ 629 991 W 24 6s 57 II Tam 11.16 Z3„ >m wl n 6N 6s s, 51 4ma Isaz ® Q -ms locomL .> M 6s 6s 6z 5.mo z2.oJL .: 111 $C 1 m 9a )6 9.J50 R.le Mp 1500 gal 11 n )6 )0 6) 12,050 78 -n m m b g v l 27mgal. IL4 6> 02200 20.32O �Tx FRONT SECTIONAL VIEW ' BERG A Berg Vault Company 3om wrl ISL as 2) >6 n 22.269 .sle P.O.6oe 1205 U S VAULT aVa QUASI= 3,000 GALLON TREATMENT TANK /�ttT4 s� 3m1421d999 NI5 U) COMPANY pergNOUILmn 2l NJN 06'ADN 1502- N4 S �^ V- - NSP C-TIm M1t41 17.6cm MINT 02l MI//T-UcePlPE BE'PG G CTION/PUMP VENT PIP OUT PORT I r L616"MIN INSPECTION N N INSPECT ON PUP PORT LL ", �! OUi PORT TM R O BO' J F f or LI ZfY��QuLL�Z 2z¢!g Zz'W IY 54" 52' NOTES: [[[II I SECTION A-A V.9 MIN O i 73,grm MgH] I. USRLINTOTAL LPIPINGTN SHO0OH VNOTEXCEED 1OFA LBO) �3 TOTAL L 0 SYSTEM. FOR DLD HAVE R MAXIMUM OF 4 HDOWSW t 2' ' THE PIPNG SYSTEM.FOR DISTANCES GREATER THAN 100 Fi(30-MI 05 0• •r�Y CONSULT FACTORY. �`� 3.Om ANC TRFANINI TANK EIRE O(i66 ABOVE) 44"MIN 2. IF LESS THAN THE SPECIFIED MINIMUMS ARE CONSIDERED T O'4 �- -,!'+� 9220422)7196 [I 11.Bcm MIN] NEC ESSARY,CONSULT FACTORY FOR GUIDANCE. ]3,SPECIALIZED TREATMENT NEEDS MAY REQUIRE SPECIFIC FEATURES A - TO BE INCORPORATED INTO THE DESIGN.CONSULT FACTORY FOR 1250 Gallon PleCa5t Concrete A A GUIDANCE. �S4 NG`5/2B .Rr[a�-..G... •� 1. SOME 110695 REMOVED FOR CLARITY. _____________ k Twa Com artmant SepNC Tank E_.r�wa HS20d4 ReteC Trellto Tank Elawa+¢ MINIMUM OF 2On S.Icm INVERT6 NECESSARY BETWEEN THE 292000 — J IN�A�D SURE OF EACH ZONE FOR GRAVITY ROW SYSTEMS. oses m. Damn /wX— 1250 GREASE INTERCEPTOR TANK r E uN s a N15 ESG v wamu FFBgOfaYMM 0/20/2022 MICROFAST 3.O UNIT WITH u6w IN :sg44)9 K SHEET30F6 µ5 ^• auznw FeEw. 1,24 B ....6a 4 600-FWMCF3.0 G Tyg0r� 20920000 MICROFAST3.0 UNIT ssD4 2Jxo s� "'" fa DF to