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HomeMy WebLinkAboutSWG2025-00022 - SWG Application / Design - 3/4/2025 ® MASON COUNTY 415N6SHELTON: 60427-O70,EXT 400 SHELAIR 36(E275 t67,EXT 400 BE ELMA.360482-5269,EXT 400 Public Health & Human Services ELMA:380i02-5269,EXT 400 FAX 360427-7787 On-Site Sewage System Permit: SWG2025-00022 COUNTY APPLICANT Peter Allen-DNR Phone: Address: 950 Farman Ave N ENUMCLAW,WA 98022 APPLICANT WA STATE DEPARTMENT OF Phone: 1,360,480.7148 NATURAL RESOURCES Address: 1111 WASHINGTON ST SE OLYMPIA,WA 98504 OWNER WA STATE DEPARTMENT OF Phone: 1.360.480.7148 NATURAL RESOURCES Address: 1111 WASHINGTON ST SE OLYMPIA,WA 98504 SEPTIC DESIGNER HEIDEN WILLIAM RICHARD III Phone: Address: 6707 E FLAMINGO AVE. BLDG 300 NAMPA, ID 83687 Site Address: 4410 NE ELFENDAHL PASS RD Primary Parcel Number: 223220060000 Permit Description: CXT Tioga Double Vault Restroom Permit Submitted Date: 01/2712025 Permit Issued Date: 03/04/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $825.00 lamilional fees Mey be reamred upon insmliamnafsystem). Permit Expiration Date: 0 2/1112 0 2 8 (based on date or mspecbdn) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Pentrit must be installed by a Mason County Gorged Installer unless prior written authorization from Mason County is obtained. 3 Dreinfield 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 or system components. 5 Installer is responsible for obtaining Septic DesignerlEngineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Farm, 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/oss4nspection-request.php or tell: 360-427-9670,extension 400. STREET ® MASON COUNTY 418N B SHELTON:SHELTO70,EXT 584 SHELTON:360-27 - 70,EXT 400 BELFAlft:380-275J481,EXT 400 Public Health & Human Services ELMA:3604825269,EXT 400 FAX:360-427-T187 7 Vault toilets must be installed according to the manufacturer's instructions in compliance with state and local requirements. 8 Vault toilets must not be installed in areas subject to surface water flooding. 9 The owner/operator of the on-site sewage system must notify the local health department when the unit fails to function property. 10 The building must be placed to take advantage of the wind flow or the sun's energy, preferably both. 11 The building must not be placed in a hollow, beneath an overhang, on the lee side of a ridge, immediately adjacent to a dense tree line, or in dense brush and/or trees. Both the building location and orientation are important. 12 Place the building so that odors emitted from the vent stack will not affect campground spurs,group use areas, boat launch areas, etc. 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/healthienvironmental/onsite/oss-inspection-mqu"t.php or call: 360.427.9670,extension 400. K�N 27 OFFICIAL USE ONLY E RECEIVED.MASON NI Z �—ZozS w COMMUNI AMDDNrRKE 825 MmProan � m P81k He (C m vnHeahNEmpmnmenn,HeahM11 rd swG p 2 ON-SITE SEWAGE SYSTEM APPLICATION ; z AwuuN! P1pNE m m Washington DNR - Peter Allen 360-280-2436 z c MAILINGAWRE55-STREET,GTY STATE DECODE 950 Farman Ave N. Enumclaw WA 98022 m SITEADDRESS STREET CITY DECODE West and of tral-head at interne ftwi of Gnat Ranch RE and Oak Patch Lake Rd Belfair WA 98528 I N NAMECFCESIGNER PHONE I N CXT Incorporated - LB Foster 800 696 5766 MME OF INSTALLER PHONE I W Manufacturer approved / paid contractor 800 696 5766 PERMTTVPEIMM—I DRINKING N4TER SOURCE y IN E,RESIDENTIALOSS FCOMMUMTYOSS FICOMMERCIALOSS IEFLLT PRIVATE INDINDUALMUL ED PRIVATE Two-PARTYWELL Z IN TYPE OFMRK RM,H nq !+_PUBLIC WATER SYSTEM Nu JENEW CONSWUCTIONIUPGRAUES EDREPAIRIREPLACEMENT OTHER DETsSIaeb00wa,00 OTABLE XREPAIR IO SUBMITTALS O SURFACING SEMGE O EXISTING FAILURE. 0 SHORELINE ®DESIGN FORM(REQUIRED) ®SEPTIC DESIGN(REQUIRED) eEDROORS LOT. 0 D F31WAIVERSO(IFAPPLICABLE) N/A 640 acres x DIRECTIONS TO SITEANDSRE CONDITIONS.In.M giwaf See Map-Trailhead is located Q SW comer of intersection of Goat Ranch Rd and Oak Patch Lake Rd;approximately I O 0.4 miles west of Egendahl Pass Rd NE.No gate or other barrier is in place,and the site is publicly accessible year-round. Side is a graded gravel parking lot near popular campgrounds and trail-heads in the Tahuya State Forest. p I O Driving directions:Take State Route 300 west from Selfair.Turn right on NE Belfair Tahuya Rd.Turn right on NE Elfendahl Pass Rd. Go approximately 4.3 miles and turn left on Goat Ranch Rd. Proceed approximately 0.4 miles to p locate trailhead on South side of road at intersection with Oak Patch Lake Rd. SRE MUST BEfLAGGEa FIfQN MAM pWDAMD TEST XOLFa MIRTRE FI.NDOED WRM TESTXMENIMRFRA I C3 -- OFFICIAL USEONLY BELOWTHIS LINE URaUOEN FAILURE SOURCE(bimpm%puq ses) OVOLUNTARY OMAINTENANCERUMPING O BUILDING PERMIT OHOMESALE OCOMPWNT MOTHER: INSPECTORSOILLWS COMMEWSYCONOTIONS 1vorn. 3,1--d4Y2 SCHLCODES: RECORD DRAYANGAND INSTALLATION REPORT V•VERY G-GRAVELLY S•SAND L•LOW SI•&LT C•CLAY E-EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE MTE APPLICATION EXPIRATION GATE APPLICATION OVEOISSUEDBY DATE e��wwl �m 3 ZCb H l v�_ _ THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VEw ON THE MAaGra COUNTY widairE REVISED 1Y 015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 3 2 2 — 0 0 — 6 0 0 0 0 A design will be reviewed when 3 conies 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 maybe scanned and available for public view on the M awn County Web site.Maximum paper size: 11"X17" PARCEL IDENTIFICATION Designer's Name: CXT Incorporated-LB Foster Permit Number. SWG Q.07T ©C70Z- DesiB Applicant's Name: Washington DNR-Peter Allen Designer's Phone Number: 600 696 5766 - 950 Farman Ave N. Designer's Address: 605 N.Pines Road, Suite 202 Mailing Address: Enumclaw WA 98022 Spokane WA 992M city State Zi city State Zi DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter ❑Sand Filter ❑Mound ❑ Send Lined Drainfield ❑Recircalating Filter,Type: ❑Aerobic Unit Meke/Model ❑Disinfection Unit Make/Model Other: CXT Vaua Toilet-no drained Drainfield Type ❑Gravity ❑Pressure ❑Trench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms Schedule/Class Daily Flow:Operating Capacity gpd Length ft Daily Flow:Design Flow gpd Diameter in Septic Tank Capacity(working) gal Number Receiving Soil Type(1-6) Separation It Receiving Soil Appl.Rate gpd/ftr Orifices Required Primary Area ftr Total Number of Orifices Designed Primary Area ftr Diameter in Designed Reserve Area ftr Spacing In Trench/Bed Width ft Manifold Trench/Bed Length ft Schedule/Class Elevation Measurements Length ft Original Drainfield Area Slope % Diameter In New Slope,If Altered % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope in Transport Pipe from Original Grade Down-slope in Schedule/Class Designed Vertical Separation in Length It Graveness Chambers Required? ❑Yes 0 No 0 Optional Diameter in Pump Required? ❑Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day Diff.in Elevation Between Pump&Uppermost Orifice_ft Dosc quantity gal Drainfield Squirt Height/Selected Residual(head) _ft Chamber Capacity(flood) gal Uppermost Orifice❑Higher ❑Lower than Pump Shumff Pump controls:Please check those required. Capacity Q Total Pressure Head gpm OTimer DElapse Meter ❑Event Counter Calculated Total Pressure Head ft if Timer: Pump on ,Pump off Comments This application is for the installation of a CXT brand vault toilet restroom at an outdoor recreation trail-head. This vault toilet does not feature power,water, nor any sort of on-site treatment or discharge system (vaultftank-only). DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 3 2 2 — 0 0 — 6 0 0 0 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch ❑ Test hole locations ❑ Drainfield orientation and layout Reference depth from original grade: ❑ Soil logs ❑ Trench/bed dimensions and ❑ Septic tank ❑ Property lines critical distances within layout ❑ Drainfield cover ❑ Existing and proposed wells ❑ D-Box/Valve box locations Reference depth from original grade within 100 ft of property ❑ Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations ❑ Laterals, trench/bed,top and surface water and critical areas ❑ Observation port location bottom ❑ Location and orientation of ❑ Clean-out location ❑ Curtain drain collector curtain drain and all absorption ❑ Manifold placement ❑ Sand augmentation components ❑ Orifice placement Other cross-section detail: ❑ Location and dimension of ❑ Lateral placement with distance ❑ Observation ports/clean-outs primary system and reserve area to edge of bed Other Information ❑ Buildings ❑ Audible/visual alarm referenced Yes No ❑ Direction of slope indicator ❑ Scale of drawing shown on scale ❑ ❑ Design staked out ❑ Waterlines bar ❑ ❑Recorded Notices attached ❑ Roads,easements,driveways, ❑ ❑Waivers)attached parking ❑ ❑ Pump curve attached ❑ North arrow and scale drawing ❑ ❑Evaluation of failure shown on scale bar Non-residential justification ❑ ❑Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer most be notified by installer at time of installation ❑Yes ❑ No 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: Strut Environmental Health eeialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: • The design is stamped"Approved"by Mason County Public Health. 2 • The Onsite Sewage Permit has not expired,the Permit Expiration Date is: Drainfield site conditions have not been altered to adversely affect conditions of Jesign 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. I pdmcd Date. 12/72015 Allen, Peter (DNR) From: Ali Cairns <ACairns@lbfosteccom> Sent: Wednesday,October 23, 2024 7:45.AM To: Allen, Peter(DNR) Subject: RE:454535 - PE Drawings -Tahuya State Forest Attachments: T-4935 DWG.pdf T-4935 CALCS.pdf External Email Pete, Attached are the PE drawings and calculations for this project. I had sent the permit forms over to my Engineer for his review and below is his response. I am submitting these plans to L&I for review and approval. These forms do not apply to our Vault. Sewage does not leave the vault and no water goes into the vault. There is no on site treatment of sewage. There is no Septic System involved. Thankyou. Ali Cairns - 0W Senior Project Manager DN'rrering!.e.Fosterinno Lion T 509-892-3238 606 N.Pines Road,Suite 202 Spokane Valley,WA 99206 E aca rnslaa)lbfoster corn ©OOR O From:Allen, Peter(DNR)<Peter.Allen@dnr.wa.gov> Sent:Thursday,October 3,202411:25 AM To:Ali Cairns<ACairns@lbfoster.com> Subject: RE:454535-Order Review Looks good on this end,just need PE stamped drawings and engineer signature on permit documents I sent along before for the county permit(hopefully by end of November). 1 Thanks, Pete From:Ali Cairns<ACaIms(allbfoster.com> Sent:Wednesday,October 2,2024 9:39 AM To:Allen, Peter(DNR(<Peter.Allen(uldnr.wa.eov> Subject:454535-Order Review ' External Email Pete, Attached are the final manufacturing instructions for your review and file per the information you supplied. Please look this form over and let me know if the manufacturing instructions are approved. If any changes are needed, please contact me immediately to allow ample time to process the change order. A tentative delivery time frame will be early to mid-May.Once the building is close to completion,you will be contacted by the following CXT personnel: I. C(T Logistics Department:To schedule delivery and installation, Matt Armitage in logistics will contact you to confirm site prep and establish a final date. You may reach Matt at 800-696-5766 ext. 3250 or by email at marmitaeeffi0foster.com for any logistical questions or concerns. II. lust prior to delivery,the O(T installer will contact you to confirm the arrival time for the building. Thank you. Ali Cairns OCXT Senior Project Manager NhG arhgt.e.roster in w anon T 509-892-3238 606 N.Pines Road,Suite 202 Spokane Valley,WA 99206 E acairns®Ibfostercom ©OOL The content of this email is confidential and intended for the recipient specified in this message only.Any unauthorized review, use,or distribution is prohibited. If you received this message by mistake, please reply to this message and follow with its deletion,so that we can ensure such a mistake does not occur in the future. The content of this email is confidential and intended for the recipient specified in this message only.Any unauthorized review, use, or distribution is prohibited. If you received this message by mistake, please reply to this message and follow with its deletion, so that we can ensure such a mistake does not occur in the future. 2 ; m@@@ • \ EE ; ; ` } | | „ - n ! | ! lF ® 6 , ! § \ ! ! # 7 )) if k \ ) $ ) i - z a � ono m 9m,m ° � 0 > 505 (� xz Z n I--• £ pip vm = o m z � Ir�Io � Zcciyv D zJz D s00o3 z p y y O o In-i m o x � 0 G Y > Z A S p pT m y mw z D m m C x m C 3 z n mo � � M. o lU15P t a � 6i [; O S O X A y ' co 2 m �, m y % y D O O H z II .. OHO ? 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(Precast Divisionl cotPahn., TIOGA T-4935 Sn—w d Andy- Ek91OI T�, NMI pefl-Fb,Ined 2fl psf Gmund snow 1,n d Wind Speed-15P mph Ex,G ,d—D..i,n Gx,e,,:o =1 B.kh,code AScr 7-14/ACI 316I9 U1,152 bulk,R—.na Clasdfice,vrn:I'M W Report p:X12-667 AM w,uyR�Cy Q ye �r Ty�0 S S's�nNAL DWMEM APED td25 October 21,2024 Table of Contents oSacdaT Pags(V M211�or' +19yu�.aefM• JUCX,7-l6NW RS andC CWind loads 1 .4SCF:1-16,%—]rode 2 &.SCE.]-16Seo—L , M Roo(Panel Analysis 5-6 Wall Panel Aral,. 1-16 Floor Amilyds ❑-IR Pudding Analysis 19 Siandar]Vault VI&V2 Andyua 2()-M M IJMU fl,,MC,t)SA kstager' .ns, All secreted documema are for mkmnce only and designed or approved by ad¢n. AM WA{�oC`7 Cr] S �sfaNAL8�6_ OIWNEB Ago,n.zdzs October 21,2024 Page 1 M 23 CXT, Inc. (Precast Div.) TIOGA T-4935 Date 10/11@024 Main Pad Force Resisting System Lm (ASCE 0-16) - Em "fl.n�N. WF mf B I Wfl Ianxxnlp'Ylh� K M oBf WiNOrt.mN.x Lnornxf vkvw� lui IOeYn.s.. 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I.PI.Qi Axe rdl.i.l-1 c 6aalee Sm D ee se, D GexMrttlh R eM` �.358_Itd>u• .=4'N' ro PoW^'a`e6 ossW pool I}xJ ,=Soi rmdlwtlolMe eouvum lsntsle4u vie PAx[£13 nll •6rtRM1 },8-1 A4'f 11AJ 4128E 31K AA'£l]eJdl}AJ C� V-S'w N,Ykv 'Elir.l SIOf 4fr MwmrB.AY+nov/rcJ -S`W Nkp YmrrnYsnmovlml K- xsslka m..mm.a.kmnrr.rw/ .1ortl WITH SNOW LOAD /i<l/:ur 2lo-1 rwt V.flier Fnunn 9vrlly4 4mt. uWnWl . w,•\')b prof LWII L31 f1 n ! 31814 IYa. (r H19 HI94 Qtl - pba 631G M111 IL91 ]96fl O.pID OA4 C JI Rn In HNu- n.n WITHOUISNOWMAD aA.0 l>8-ueo rr/IW ma! v pn l Z) Sloe lcJ� 4e4 an btll w q•6i` 4 i. ax C4 pee( t(Op 31fl If Y41 e4�fl 0.04E weu. 4ron wR 3 6EI Ir 0113r s1Y )Y40 'fl 3U1 CXT, Inc. (Precast Div.) TIOGAT-4935 Page 4of23 Date'. 1OMM24 Center of Mass&Rigidity TIOGA T-4935 4WLn Page 5 of 23 CXT, Inc. (Precast Div.) TIOGA T-4935 Date f on f12024 3 Illke". gp qqgi E SEA e¢ 3S12 a , i a � a SS , use �:a a Y SUR CXT, Inc. (Precast Div.) TIOGA T-4935 Page 6 oi23 bale: IWl 1/2024 ?i - ?a !6 ig, _F g a Ij1 a € 6 z aA;;e_;ieea3q i}} !s 1 !s" IsBa9,1 a a ! a a a fl i] jpjp it e 8 !!! •4gg Sa l 'i Li fl a i a '] • - R d issf Page]of 23 CXT, Inc. (Precast Div.) TIOGA T-4935 Dale 10MM24 - I CXT, Inc. (Precast Div.) TIOGAT-4935 Page 8of23 Dale:10/11=4 ® . uwuxawm�. MET Page 9 of 23 CXT, Inc. (Precast Div.) TIOGA T4935 Date 10111/2024 CXT, Inc. (Precast Div.) TIOGA T-4935 Page 10 ot'za Dale:IWl1 Q024 Page 11 of 23 CXT,Inc. (Precast Div.) TIOGA T-4935 Date 1011112024 �� m CXT, Inc. (Precast Div.) TIOGA T-4935 Page iz of.23 Dare.1Wl1/2024 ® .na Page 13 of 23 CXT> Inc. (Precast Div.) TIOGAT-4935 Dateion112024 CXT, Inc. (Precast Div.) TIOGA T-4935 Page 14 or z3 Date:101112024 ® �wwumn.r Peg.15 d 23 CXT, Inc. (Precast Div.) TIOGA T-4935 Dale:10/1 MAN BERPM -M' i CXT, Inc. (Precast Div.) TIOGA T4935 Page 16 of 23 Date:1Wi W024 Page it of 23 CXT, Inc. (Precast Div.) TIOGA T4935 Date:1w11no2a ^ 33 MM a i ij__ •, j 3 s a t • + IggIIII�� pp I ga 3i �r r � i 3�j9 a F5 ia' `,a � ' p• ji l i , CXT, Inc. (Precast Div.) TIOGA T-4935 Page 1e of 23 Dale!IOil IM24 ii a gMg9. 8 8'eig ii 3i i9§3 3 i % s�iv_ sea i a a - a a 9'aa ]ii Jda7• a� �� 89i Si �l d 's_ is �` _ Y I4 " a4 IS i - t a a gg 1 II a isLLE 9 t Page 19&23 CXT,Inc. (Precast Div.) 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TIOGA T-4935 Page 22 0123 Dale:IWl 1M24 TWLW 1-I:Fm Top,Hied Bne Iku^$.Qo6-1.11-LoN WWI Bn"gubi load dIolibolim.q Nl) N.f Cmu ni Ip ID oh ConvxRm¢ �116�u4 o Cv:v.f ovp O.Aw� wdl• Cufi b 'vO h 1) l) JI -11 le n 4 ' 1) v d4 to 3 ^h � J9 o 19 a Tupk 1S:Frt T,Fl)MawIko=M61-1.51-pLwl WAN(mePhrlmd diolioldol.NMI) CUGimI ol fom x{ 9e p4 �xf 4 wv wll ph 0& dk C yIM 0& II.A 41 h Y 9 Io If 1 o adT to LMe I-S:Fxe Top,Rl"Bue 16/r 2A i/i-131-C bi WWI Bnoepoly laod dilMLxlix.R3J1j GRxioo Cvm n/ N vmv wv 4 04 04 dk C vWl`• dYl _ I. I. N C 16 y B i.o1 iu 1. ald��l-V uv�wwvly. a�� II y Ji oy OL 19 BOT pT Ttlkl¢YnEin MnnimlCMunY�iS eE xi Cdwml faYenE folmo) fdunni vwp ror A Iw JI on ix n au Page 23 of 23 CXT, Inc. (Precast Div.) TIOGA T-4935 Date.tDn 112o24 Tetle2.1:F,m Top,FbM Pue l,re-2A Ee-L51 Lu,WWI lNWi WIN tlbVWmba g]-011 Cmv✓ N, Cam✓ Ok me.wi vuwW" fop �p m n .g i5 ae �e 1x - a i3 m os -v a in aw N ��u IN 74 v Jx d9 3 9 L 0.1e -10 .1. R, 1 4z LMe 13:Free Top.Flrttl Bue to-l.0.dw-131-Pr)WJl1YYIrO N IUW E4eftad^MXIll 14 CaRrm 04 4 1 0 H .e0 0I 13 51 W Zu AIFlb D O 0 1 I9 N T.Ge ll:Free TOR PhW Bw lae-]q.h-1.SI•Ceo-Y WN(uelFx�Wd JWeIMSbe.p5 J-f1) C-1 k N m awwdt R R o Y 0 a ; x o nx ON, 0O ON 0L10 9T 16 fo].T iw 9qe x+.fW 0 H C¢IPelY .11 WY. T. 11A.F.I. reW.I. PMq 1 1 v v0.nl lwnt d1) 1M V4 IwE 04 -]1 -161 04 A .W p N. B vcrca.m.e.l.. cm m3 cm­N4 at -N W4.1 0. 111 -11, 11x z B . . . 2 - ,, §§ . 2 --- ` � § _ �• SPECIFICATIONS TIOGA SPECIAL BUILDING STYLE 1.0 SCOPE This specification covers the construction and placing of precast Tioga Special toilet buildings as produced by CXT® Incorporated. 2.0 SPECIFICATIONS ASTM C33 Concrete Aggregates ASTM C39 Method of Test for Compressive Strength of Cylindrical Concrete Specimens ASTM C94 Standard Specification for Ready-Mixed Concrete ASTM C143 Method of Test for Slump of Concrete . ASTM C150 Standard Specification for Portland Cement ASTM C172 Standard Practice for Sampling Freshly Mixed Concrete ASTM A185 Standard Specification for Steel Welded Wire Reinforcement, Plain, or Concrete ASTM C192 Method of Making and Curing Test Specimens in the Laboratory ASTM C231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C309 Standard Specifications for Liquid Membrane-Forming Compounds for Curing Concrete ASTM C494 Standard Specification for Chemical Admixtures for Concrete ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel bars for Concrete Reinforcement ASTM C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Poaolan for Use in Concrete ASTM C979 Standard Specification for Pigments for Integrally Colored Concrete ASTM D1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort ACI 211.1 Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete ACI 306 Cold Weather Concreting ACI318 Building Code Requirements Structural Concrete and Commentary (includes Errata) PCI MNL 116 Quality Control for Plants and Production of Precast Prestressed Concrete Products 3.0 MANUFACTURER CRITERIA The manufacturer supplying the requested precast concrete vault facility must meet the following: A. Manufacturer must be ISO 9001 certified at the time of bid. B. Manufacturing plant must be PCI certified at the time of bid. C. Manufacturer must not have defaulted on any contract within the last five (5)years. D. Manufacturer must provide stamped, engineered drawings prior to acceptance. E. Manufacturer must be pre-approved prior to bidding. CXT Incorporated Page 1 of 10 Tioga Special Vault Building Specifications Revised March 2022 F. Manufacturer must show four (4) examples of Sweet Smelling Technology designed precast concrete vault toilet facilities produced, installed, and in use as an example of their ability to perform on this contract. G. Manufacture shall provide a one (1) yearwarranty. H. UL 752 Bullet Resistance on 4"thick concrete samples. Manufacturer meeting these criteria is: CXT Incorporated 6701 E. Flamingo Avenue, Building 300 Nampa, ID 83687 Phone 800-696-5766 4.0 DESIGN CRITERIA Vault buildings have been designed to individually meet the following criteria. Calculations and engineer's stamped drawings are available,for standard buildings, upon request by the customer and are for their sole and specific use only.The design criteria are to ensure that they not only will withstand the forces of nature listed below but will provide protection from vandalism and other unforeseen hazards. Building will be manufactured using precast concrete including the roof. Building's structural and foundation design will be relevant to the region and properties associated with its final placement. Design will also meet all applicable accessibility and building code requirements.Vault buildings will also meet various structural loads such as below, but not limited to/or restricted by them. A. Roof Snow Load 1. Vault buildings are designed to withstand a 350 pounds per square foot snow load. B. Floor Load 1. Vault buildings are designed to withstand 400 pounds per square foot floor load. C. Wind Load 1. Vault buildings will withstand the effects of 150 miles per hour (3-second gust) wind exposure C. D. Earthquake 1. Vault buildings will withstand the effects of a seismic design category E earthquake. E. Sweet Smelling Technology(SST) 1. Vault buildings incorporate design aspects of SST as outlined by Briar Cook for the U.S. Forest Service. 2. All wall to floor interior surface seams shall have a minimum 1" radius coving made of high strength grout. 3. The vault shall have a bottom slope of 1" per foot from under the toilet riser out to the outside cleanout area. 4. The vault shall have a 24"diameter(minimum) lightweight manhole cover installed to the rear or side of the building. a. The manhole cover should be raised,with the surrounding concrete sloped away using a minimum slope of 1/2" per foot. 5. The depth of the vault shall be no deeper than 41/2'to 5'. CXT Incorporated Page 2 of 10 Tioga Special Vault Building Specifications Revised March 2022 6. A 12"diameter round pipe will be installed to vent the vault and the pipe shall be raised a minimum of T above the highest point of the roof. a. Vent pipe shall be straight up from the vault. 7. There shall be only one vent opening in the building and it shall be placed only on one side of the building(the side that the wind blows against).`In multiple room buildings each restroom will have one vent and one vault. F. Additional Design Standards 1. Double vault buildings are an all concrete design with a minimum 3/12 roof pitch. 2. Vault buildings shall have a minimum 4"wall,41/2" roof,and 5"floor thickness. 3. Vault buildings have a one-piece floor unit to prevent panels that migrate in different directions during periods of freeze/thaw stress. 4. Double vault buildings have two (2) one-piece full length and width vault unit to support the building, screen area, and snow loads evenly. 5.0 MATERIALS A. Concrete-General 1. The concrete mix design is designed to ACI 211.1 to produce concrete of good workability. 2. Concrete will contain a minimum of 675 pounds of cementitious material per yard.Cement is a low alkali type 1/11 or III conforming to ASTM C-150. 3. Coarse aggregates used in the concrete mix design will conform to ASTM C33 with the designated size of coarse.aggregate#67. 4. Maximum water/cement ratio will not exceed A5. 5. Air-entraining admixtures will conform to ASTM C260. Water reducing admixtures will conform to ASTM C494,Type A. 6. If Self Compacting Concrete (SCC) is used, it must conform to ASTM C1611. B. Concrete-Cold Weather 1. Cold weather concrete placement is in accordance with ACI 306. 2. Concrete will not be placed if ambient temperature is expected to be below 350F during the curing period unless heat is readily available to maintain the temperature of the concrete at least 500F. 3. Materials containing frost or lumps of frozen materials will not be used. C. Concrete-Hot Weather 1. The temperature of the concrete will not exceed 900F at the time of placement.When the ambient reaches 90OF the concrete is protected with moist covering. D. Concrete Reinforcement 1. All reinforcing steel will conform to ASTM A615. All welded wire fabric will conform to ASTM Al 85. 2. All reinforcement is new, free of dirt, oil, paint, grease, loose mill scale and loose or thick rust when placed. 3. Details not shown on drawings or specified are to AC1318. CXT Incorporated Page 3 of 10 Tioga Special Vault Building Specifications Revised March 2022 4. Steel reinforcement is centered in the cross-sectional area of the walls and will have at least 1Ye"of cover on the under surface of the floor. 5. The maximum allowable variation for center-center spacing of reinforcing steel is 6. Full lengths of reinforcing steel are used when possible. When splices are necessary on long runs,splices are alternated from opposite sides of the components for adjacent steel bars. a. Lap bars under#4 a minimum of 12" bar diameters. b. Lap bars larger than#4 a minimum of 24" bar diameters. 7. Reinforcing bars are bent cold. No bars partially embedded in concrete are field bent unless approved by the customer. E. Caulking, Grout, Adhesive and Sealer 1. Caulking service temperatures from -400F to +1940F. 2. Interior and exteriorjoints are caulked with a paintable polyurethane sealant. 3. Grout is a non-shrink type and are painted to match the color of surrounding concrete as nearly as possible. 4. Cement base coating is formulated with a very fine aggregate system and is a built-in bonding agent. F. Dead Bolt 1. Certified ANSI/BHMA A156.5-2001 Grade 1. 2. Heavy duty tamper resistant. 3. 23/4" backset. 4. U.S. 26D finish. G. Doors—Steel 1. Doors are flush panel type 13/4" thick, minimum 16-gauge galvanized steel, top painted with DTM ALKYD. 2. Door frames are knockdown or welded type, single rabbet, minimum 16-gauge prime coated steel top painted with DTM ALKYD,width to suit wall thickness. 3. Three (3) rubber door silencers are provided on latch side of frame. H. Door Hinges 1. Three (3)per door with dull chrome plating 41/2"x 41/z", adjustable tension, and automatic closing for each door. I. Doorstop 1. Dome style stop meeting ANSI 156.16. J. Door Sweep 1. Provided at the bottom of door with an adjustable brush. K. Double Coat Hook 1. 16-gauge (1.5mm),type 304 stainless steel. 2. Formed construction with a satin finish and have 3ry6"x 7/s" nail in anchor. 3. Upper hook extends at least 21/2"from the wall. 4. Lower hook will extend at least 11/4"from the wall. CXT Incorporated Page 4 of 10 Tioga Special Vault Building Specifications Revised March 2022 L. Grab Bars 1. 18-gauge,type 304 stainless steel with 11/2" clearance. 2. Able to withstand 300-pound top loading. M. Lockset 1. Meets ANSI A156.2 Series 4000,Grade 1 cylindrical lockset for exterior door. 2. Lever handle both inside and out. 3. Either handle operates latch unless outside handle is locked by inside push-button. 4. Push-button will automatically release when inside lever handle is turned or door is closed. 5. Emergency slot on exterior so door can be unlocked from the outside with a coin, screwdriver, etc. 6. Inside lever always active. 7. U.S. 26D finish. N. Paint 1. All paints and materials will conform to all federal specifications or be similar"top-of-the- line-components." 2. Paints will not contain more than .06% by weight of lead. 3. Type of paints for toilets. a. Inside concrete surfaces. i. Interior floors-chemical resistant urethane.The color is gray. ii. Interior walls and ceilings- modified acrylic,water repellent penetrating stain.The color is white followed by a clear acrylic anti-graffiti sealer. b. Exterior concrete surfaces. i. Exterior slab-clear sealer. ii. Exterior walls and roof-water repellent penetrating stain in the same color as the walls or roof followed by a clear acrylic anti-graffiti sealer c. Metal surfaces (both inside and out). i. DTM ALKYD. O. Riser 1. Meets ADA standards. 2. Molded one-piece HDPE polyethylene. 3. Smooth surface and have high impact resistance at extremely cold temperatures. P. Sealers and Curing Compounds 1. Curing compounds, if used, are colorless, complying with ASTM C309,type I or 1-D. 2. Weatherproofing sealer for exterior of building are a clear water repellent penetrating sealer. Q. Signs 1. Signs to have raised pictograms, letters, and braille to meet ADA. 2. Interior to have"No Trash in Vault" sign. 3. All signs inset a minimum of a/4" into wall with 45-degree bevel. 4. All signs to be anchored into concrete with x 3/4"concrete anchor nails. {Xi Incorporated Page 5 of 10 Tioga Special Vault Building Specifications Revised March 2022 R. Toilet Paper Dispenser 1. Constructed of 1/4"thick,type 304 stainless steel. 2. Holds three (3) standard rolls of toilet paper. 3. Fastening system able to withstand 300-pound top loading. S. Polyethylene Vault Liner 1. Made of a Roto molded 8460 polyethylene. 2. Holds up to 1,000 gallons of waste or 15,000 uses per vault. 3. Minimum thickness .100. 4. Molded dovetail embeds to attach the liner to concrete walls of the vault. 5. Welded two (2) C-channels to attach the liner to the bottom of the vault. T. Vent Stack 1. Minimum 12" in diameter and a minimum 3' higher than the roof peak. U. Wall Vent 1. Vent cover is 14-gauge, type 304 stainless steel painted with DTM and anchored into the concrete wall with high strength anti-rust tap con fasteners. 2. Vent lower frame and louvers are non-vision, .1" extruded, aluminumjet coat finish. 3. Vent comes with insect screen. 4. Cover to be recessed a minimum 3/4" on exterior walls with a 45-degree bevel. Interior to be flush mounted.Wall vent will not protrude from the wall. V. Windows and Vault Cleanout Cover 1. Windows and cleanout cover frames are constructed from steel. 2. Window glazing is 3.rs"thick translucent pebble finished mar-resistant Lexan. 3. Plate for vault cleanout cover is 1/4"thick diamond plate steel. 4. Lid is hinged and configured so that it can be locked with a padlock. A gasket is provided around the entire perimeter of the lid to provide an airtight seal. 5. Windows to have 3/4" recess with 45-degree bevel. 6. Windows frames to have vandal resistant fasteners. W. Optional Roof Insulation 1. Ceiling anchored 1/2" plywood + fiberglass laminate + 2" polyurethane foam. Approximately R-19. 6.0 MANUFACTURE A. Mixing and Delivery of Concrete 1. Mixing and delivery of concrete are in accordance with ASTM C94, Section 12.6 through 12.9. B. Placing and Consolidating Concrete 1. Except for SCC, concrete is consolidated by the use of mechanical vibrators.Vibration are sufficient to accomplish compaction but not to the point that segregation occurs. CXT Incorporated Page 6 of 10 Tioga Special Vault Building Specifications Revised March 2022 C. Finishing Concrete 1. Interior floor and exterior slabs are floated and troweled. 2. All exterior building walls and exterior screen walls are anyone of the available textures. 3. All exterior surfaces of the roof panels are cast to simulate anyone of the available textures. The underside of the overhang will have a smooth finish. D. Cracks and Patching 1. Cracks in concrete components which are judged to affect the structural integrity of the building are rejected. 2. Small holes,depressions, and air voids are patched with a suitable material.The patch will match the finish and texture of the surrounding surface. 3. Patching will not be allowed on defective areas if the structuralintegrity of the building is affected. E. Curing and Hardening Concrete 1. Concrete surfaces will not be allowed to dry out from exposure to hot, dry weather during initial curing period. 7.0 FINISHING AND FABRICATION A. Structural Joints 1. Wall components are joined together with two(2)welded plate pairs at each joint. 2. Each weld plate is 6" long and located one (1) pair in the top quarter and one (1) pair in the bottom quarter of the seam. 3. Weld plates are anchored into the concrete panel and welded together with a continuous weld. 4. Inside seams are a paintable caulk 5. Outside seams will use a caulk in a coordinating building color or clear. 6. Walls and roof arejoined with weld plates, 3" x 6" at each building corner. 7. Thejoint between the floor slab and walls are joined with a grout mixture on the inside, a matching colored caulk on the outside and two(2)weld plates 6" long per wall. B. Painting/Staining 1. An appropriate curing time is allowed before paint is applied to concrete. 2. Some applications may require acid etching.A 30%solution of hydrochloric acid are used, flushed with water, and allowed to thoroughly air dry. 3. Painting will not be done outside in cold,frosty, or damp weather. 4. Painting will not be done outside in winter unless the temperature is 50OF or higher. 5. Painting will not be done in dusty areas. 6. All surface voids are filled prior to painting. 7. Schedule of finishes. a. Inside concrete surfaces. i. Inside floors—one (1)coat of 1-part water based chemical resistant urethane. C%T Incorporated Page 7 of 10 Tioga Special Vault Building Specifications Revised March 2022 ii. Interior walls and ceilings - two (2) coats of a modified acrylic, water repellent penetrating stain,followed by one (1) coat of clear sealer. b. Exterior concrete surfaces. i. Exterior walls-two (2) coats of water repellent penetrating stain in the same color as the walls or roof followed by one (1) coat of clear acrylic anti-graffiti sealer. c. Metal surfaces (both inside and out). i. Two (2) coats of DTM ALKYD. 8.0 TESTING A. Testing will only be performed by qualified individuals who have been certified ACI Technician Grade 1. B. Sampling is in accordance with ASTM C172. C. The following tests are performed on concrete used in the manufacture of toilets. All testing is performed in the CXT (PCI certified) laboratories. 1. Air content-checked per ASTM C231 on the first batch of concrete. The air content is in the range of 5.0% +/- 1.5%. 2. Compressive strength of the cylinders-tested to ASTM C39. a. Two(2) are tested at release (minimum strength of 2500 psi). b. One(1) is tested at seven (7)days(minimum strength of 4500 psi). c. Two(2) are tested at 28 days (minimum strength of 5000 psi). 3. A copy of all test reports are available to the customer as soon as 28-day test results are available. 9.0 INSTALLATION A. Scope of Work 1. Work specified under this section includes excavation, backfill and placement of precast concrete vault toilet. B. Materials 1. Bedding material to be sand or 3/a" minus crushed or screened aggregate. 2. Caulking between vault and toilet floor to be 1" x 1" Butyl tape designed specifically to bond precast concrete to precast concrete. C. Location- It is the responsibility of the customer to: 1. Provide exact location by stakes or other approved method. 2. Provide clear and level site free of overhead and/or underground obstructions. 3. Provide access to the site for truck delivery and sufficient area for the crane to install and the equipment to perform the contract requirements. D. Access to Site 1. Delivery to site made on normal highway trucks and trailers. 2. If, at the time of delivery, conditions of access are hazardous or unsuitable for truck and equipment due to weather, physical constraints, roadway width or grade, CXT may require an alternate site with better access provided to ensure a safe and quality installation. E. Excavation and Elevation 1. Comply with all applicable OSHA standards for excavation. CXT Incorporated Page 8 of 10 Tioga Special Vault Building Specifications Revised March 2022 2. Excavate for the installation of the toilet vault to a depth that will allow the structure site to be free draining after installation is completed. Allow for a 2" leveling course beneath the toilet vault. Stockpile topsoil in a separate pile at sites. 3. Finish floor elevation is 4-6" above natural grade measured at the front (entrance) of the exterior slab unless otherwise approved by the customer. Ideally,the back of the building should be slightly higher to allow water to freely drain out of the toilet rooms. The customer may specify a finish floor elevation for buildings at some sites. The contractor will install buildings at these sites with the floor elevation within a plus or minus 0.05' of the specified floor elevation. 4. No excavation is to be left open more than seven (7) days unless otherwise approved by the customer. 5. All excavations left open overnight are fenced with wire mesh or plastic mesh fence secured to steel posts all around the excavation. a. The bottom of the fence will generally follow the contour of the ground. b. Maximum spacing of the steel posts is 10'. c. Minimum height of the fence is 36". F. Backfill and Compaction 1. Compact the natural ground at the bottom of the vault excavation with a minimum of three(3)passes with a whacker-type mechanical compactor or equivalent approved by the customer. 2. Install sand or aggregate bedding material for leveling course if needed.Compact leveling course with one (1) pass with a whacker-type mechanical tamper or equivalent approved by the customer. Grade leveling course so there are no high spots in the middle of the vault bottom.Compact with a second pass with a whacker or approved equivalent tamper. 3. Set vault in place and check for level or appropriate scope. Backfill around structure. Use excavated material for backfll except those rocks larger than 6" in maximum dimension shall not be placed within 6" of the exterior vault walls. 4. Fill, adjacent to the building entry,will have excavated material placed in 8" loose lifts and compacted with a minimum of two(2) passes with a whacker-type mechanical compactor of equivalent approved by the customer. G. Finish Grading 1. Spread excess excavated material from the vault around structure. Intended final grade is flush with the top of the front slab. Allow for placement of topsoil to reach that grade. Grade backfill away from structure at maximum slope of 5%unless otherwise approved by the customer. 2. Spread stockpiled topsoil as final layer after rough grading is completed.Areas disturbed by excavation, backfilling and stockpiling of excavated materials are hand raked to remove exposed rocks over 1" in maximum dimension. 3. Oversized rocks removed from the surface shall be disposed of in designated area within 200'of the site. H. Exhaust Pipe Installation 1. Attach top pipe extension with four(4) stainless steel screws. CM Incorporated Page 9 of 10 Tioga Special Vault Building Specifications Revised March 2022 10.0 WARRANTY—PRECAST DIVISION CXT provides a one (1)year warranty.CXT warrants that all goods sold pursuant hereto will,when delivered, conform to specifications set forth above. Goods shall be deemed accepted and meeting specifications unless notice identifying the nature of any non-conformity is provided to CXT in writing within the specified warranty. CXT, at its option, will repair or replace the goods or issue credit for the customer provided CXT is first given the opportunity to inspect such goods. It is specifically understood that CXT's obligation hereunder is for credit, repair,or replacement only, F.O.B. CXT's manufacturing plants, and does not include shipping, handling, installation or other incidental or consequential costs unless otherwise agreed to in writing by CXT. This warranty shall not apply to: 1. Any goods which have been repaired or altered without CXT's express written consent, in such a way as in the reasonable judgment of CXT, to adversely affect the stability or reliability thereof; 2. To any goods which have been subject to misuse, negligence, acts of God or accidents; or 3. To any goods which have not been installed to manufacturer's specifications and guidelines, improperly maintained, or used outside of the specifications for which such goods were designed. 11.0 DISCLAIMER OF OTHER WARRANTIES The warranty set forth above is in lieu of all other warranties, express or implied. All other warranties are hereby disclaimed. CXT makes no other warranty, express or implied, including, without limitation, no warranty of merchantability of fitness for a particular purpose or use. 12.0 LIMITATION OF REMEDIES In the event of any breach of any obligation hereunder, breach of any warranty regarding the goods or any negligent act or omission or any party,the parties shall otherwise have all rights and remedies available at law; however, IN NO EVENT SHALL CXT BE SUBJECT TO OR LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. 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