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HomeMy WebLinkAboutCOM2005-00069 K-9 Classroom - COM Permit / Conditions - 6/22/2005 T MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 ` ' Phone: (360)427-9670,ext.352 Shelton, WA 98584 1 PON to COMMERCIAL BUILDING PERMIT COM2005-00069 OWNER: WASHINGTON STATE PATROL RECEIVED: 6/7/2005 CONTRACTOR: LICENSE: EXP: ISSUED: 6/22/2005 SITE ADDRESS: 631 W DAYTON-AIRPORT RD SHELTON EXPIRES: 12/22/200E PARCEL NUMBER: 420023260010 LEGAL DESCRIPTION: TR 1 OF N1/2 SW PROJECT DESCRIPTION: DIRECTIONS TO SITE: CLASSROOM - HWY 101 NORTH. LFT ON DAYTON AIRPORT RD. THRU WSP PARKING LOT INTO WSDOT PROPERTY General Information Construction &Occupancy Information No. of Units: Type of Constr.: V-B Type of Use: Insp.Area: No. of Bathrooms: 1 Occ. Group: B Type of Work: NEW Fire Dist.: 16 Valuation: $ 40,000.00 No.of Stories: 1 Occ. Load: Building Height: 12 Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: Model: Width: Building: 0 Modular: Year: Serial No.: Basement: Parking Spaces: Setback Information Shoreline&Planning Information Front: Ft. Shoreline: Ft. Rear: Ft. Slope: Ft. Water Body: Shoreline Desig.: Side 1: Ft. SEPA?: Comp.Plan Desig.: Side 2: Ft. Fire Protection System Information Auto Fire Alarm System?: Emergency Key Box?: Standpipe?: Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?: Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?: COM2005-00069 Please refer to the following pages for conditions of this permit. 1 of 4 Plumbing Fixtures Mechanical Fixtures FEES Typo Qty. Type Qty. ' ' Type By Date Amount Receipt Total CASE NOTES FOR COM2005-00069 CONDITIONS FOR COM2005-00069 1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-8004 -982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) Prior to final appaval, all upland areas disturbed or ne ated by construction activities shall be seeded,vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X 3) Temporary erosion control measures must be impl ented to prevent water qual' radation of adjacent waters or wetlands. Silt fencing must be installed and maintained until upland vegetation has become established. X 4) Ap per dimensions and setbacks on submitted site plan. Setbacks ar easured from the furthest projection of the structure. X 5) Fere ratus access roads standards chapter 14.17 of the Mason County Building Code shall be adhered to, see attached. portion of the facility or building hereafter constructed is more than 400 feet from a hydrant on a fire apparatus s road, as measured by an approved route around the exterior of the facility or building, on site fire hydrants and mains shall be provided. X Minimum 2A10BC rated fire extinguishers are required to be wi 75 feet travel distance in approved locations and ounted no more than 48 inches from the finished floor to the top of the extinguisher. X Flammable and combustible liquids in excess of 10 gallons are to be stored in an approved flammable liquid storage cabinet. X Dead end fire mains exceeding 150 feet in length shall be a minimum of 8 inches in diameter. 6) All approved plans are required to be on-site for inspection purposes. If inspection is called f nd plans are not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour I charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X COM2005-00069 2 of 4 7) The approved site plan is required to be on-site for inspection purposes. If inspection is called for and the site plan is not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee.schedule, minimum one-hour will be charged and collected by the Mason • Con wild X ing Department prior to any further inspections being performed or approvals granted. . 8) NSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Ma s County Building Inspector shall be made prior to requesting additional inspections. X 9) Aaroperty lines shall be clearly identified at the time of foundation inspection. X 10) All building permits shall have a final inspection performed and approved by the?asonCounty Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non- pliant with Mason County ordinances and building regulations. X 11) M st have State DOH water adequacy prior to temporary/final occupancy. X This permit comes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at anytime after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied.Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described proper nd structure for review and inspection. OWN ER OR AGENT: DATE: _Z 2 COM2005-00069 3 of 4 (7 K CONCRETE MECHANICAL MANUFACTURED HOME N Footing 1 setbacks Date By Ribbons o Date �✓ D J BY C Gas Piping Date Q 42UL65-ay I l ts �6 Foundation Walls Date By set-up Date BY INSULATION Date By BG I Sin Insulation Floors FINAL I NSPECTION Date By Date By Date By FRAMING Walls FIRE DEPARTMENT Date By Date By Date By PLUMBING Attic OTHER Groundwork Date By Date By WALLBOARD NAILING Date By D.W.V Date By Water Line FINAL INSPECTIZze-- (-fj Date By Date 144161, By Date By Type of Insp. Pass/Fail Request Date Inspect. Date Done By Comments �fS M 14, R,o&ws 4 ri".,Vq-L r4r'L l t )(e ' (ZE 00 D �" vP TXSS tl ( 6 o tt I is lob Ace - >`. c-xs� rti�q N Cl) o z D M AtAL SASS' IZ l zl �6 w�4.s jVlovv4f:• 4 o Z-zA O RAw, ua4-- ocea- rn Z S 10 p E 4 :.'9 cfl Cn OvA BS, D Sr01ij„6-/1< m D O r 0 L MASON COUNTY PERMIT NO.`--Um BUILDING PERMIT APPLICATION 426 W. Cedar - P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 - Belfair (360) 275-4467 - Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner -TT ?r 1- Company Name Mailin Address PO 99OX V4164 16 Mailing Address City St t Zip Code 'Z City State Zip Code Phone 6.6 o Other Ph 6.6,A00 Phone Other Ph. Lien/Title Holder-�'rE SWAY _U 4�/y Contractor Reg.# Exp. E mail address'A 4WAJ, &LG/.S�.ZVA.Sd// E Mail Address Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well__'z�_Water System Name of Water System PARCEL INFORMATION - 12 Digit Parcel No. /O Fire District Legal Description /✓ S S// -?-0 f- 9,41 A In S Site Address (Please include street name, str a(number nd city) / Da e Directions to site CA1 /O/ kJ D►� ' /�- Gf>5 Will timber be cut and sold in parcel preparation?Yes Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes[No TYPE OF JOB - New 7 Add Alt Repair OtherRIMARY RESIDENCE ❑ SEASONAL E]Use of Building C/�1SSJ2cyrj'1 Describe Work 7139V h/aA No.of Bedrooms No.of Bathrooms A- Square Footage- 1st Floor �•5��/D 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq.ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make BL#.ff e Q SNt>, Model 3896- Year Length_6jZ_Width2-4/0, Serial No. No.of Bedrooms O No.of Bathrooms _ Type of Heat Purchase Price $ Replacement Unit? Yes Installer Name Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and gran mployees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATIO F WORK IS BY MEANS OF A PROGRESS INSPECTION. X Date: Owner/ wner Re resentative/Contractor indicate which one FOR OFFICIAL USE BEYOND THIS POIN z Accepted by: Date DEPARTMENTAL REVIEW VED ENIED NOTES Building Department (2� Planning Department Environmental Health Departmen Public Works Department Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES NEW K-9 CLASSROOM BUILDING WASHINGTON STATE PATROL SHELTON TRAINING ACADEMY SHELTON, WASHINGTON TECHNICAL SPECIFICATIONS, CALCULATIONS AND DRAWINGS INDEX SECTION DESCRIPTION PAGES 1 MASON COUNTY PUD ELECTRICAL SERVICE 6 2 CLASSROOM BUILDING SPECIFICATIONS, 5 FOUNDATION DESIGN & DETAILS 2 3 DRAINAGE CALCULATIONS 3 4 SEPTIC SYSTEM DESIGN: CALCULATIONS 5 SPECIFICATIONS 10 EXISTING SEPTIC SYSTEMS: AUTO SHOP 2 MAINTENACE SHOP 2 5 DRAWINGS 13 NEW K-9 CLASSROOM BUILDING WASHINGTON STATE PATROL SHELTON TRAINING ACADEMY SHELTON WASHINGTON MASON COUNTY PUD NEW ELECTRICAL SERVICE M A S O N C O U N T Y COMMISSIONERS . LINDA R.GOTT i BRUCE E.JORGENSON .� JOHN H.WHALEN PUBLIC UTILITY DISTRICT MANAGER WYLA J.WOOD May 11, 2005 RECEIVED Washington State Patrol Academy MAY 13 2005 Attn: James Gilbert FAULITILS ►ACAMIT 8623 Armstrong Road-PO Box 42626 Olympia, Washington 98504-2626 Dear Mr. Gilbert: Thank you for submitting an Application for New Electrical Service dated May 2, 2005 for the property located at 631 W. Dayton Airport Road--WF#98197. The following will be required as your portion of the project: $ 3,586.52 Extension Payment. • Sign, notarize and return enclosed easement covering installation and maintenance of utilities. Copy of Building Permit (copy of Building Permit is not necessary to release the work order to complete all PUD 3 work other than a connection of permanent service.) • Customer is responsible for calling or e-mailing underground utility locates at least 48 hours prior to digging. The toll free number to call is 1-800-424-5555 or e-mail or Internet at WWW.CALLBEFOREYOUDIG.COM. Or#DIG from your cell phone (no charge) Customer is responsible for all trenching and backfill to PUD specifications (trenching specifications are enclosed). Coordination of work will take place after acceptance of this proposal and a work order has been released for packaging of material. Approval from State Electrical Inspector is required but not necessary to accept proposal. It is the customer's responsibility to contact the PUD with permit numbers after state approval at (360) 426-0888. PUD 3 Energy Services Department offers Energy Conservation advice -- if you have any questions please call (360) 426-0888. Included in each billing is a cost of service charge. Once service is connected billing will become active. P.O. Box 2148 - Shelton, WA 98584 • (Bus)360-426-8255 - (Fax)360-426-8547 www.masonpud3.org Washington State Patrol Academy May 11, 2005 Page 2 of 2 We will schedule the work upon receipt of the above-mentioned requirements. Your service will be connected as soon as possible after it is approved by the State Electrical Inspector, and after all trenching has been backfilled where underground services are concerned. This proposal will be valid for 30 days. If construction has not begun within 30 days after receipt of the cash, the PUD may at its option, cancel this request and return the extension payment, if any. The PUD is growing and we are very busy. If you wish to expedite your power installation, please sign the necessary documents and return them as quickly as possible. We understand your needs and wish to accommodate installation in a timely manner. If any additional load is added to this service in the future, an Altered Service/ Added Load application will be required 4-6 weeks prior to addition of load. If this proposal is acceptable and you have received, read and understand the PUD's Service Rules and Regulations, Service Extension Policy and Customer Information Package as it applies to this proposal and your obligation, please sign below for your acceptance and return to our office in the enclosed self-addressed envelope. Signature Date Signature Date Sincerely, 1 TNeresa Ancich Service Engineering Assistant Enclosure(s) *PUD 3 NOW ACCEPTS VISA , MASTERCARD & DISCOVER CARD FOR EXTENSION PAYMENTS AND APPLICATION FEES* RECEIVED MAY 13 2005 FAA" T7 5 140-7 rr I TN.mop(or 4oto pr.eoct)u Ior p w"nq.iusiroliw, o. rep... doll p rpoee orgy It le NOT iMonWE to be u.ed for Oe.Hipion,conwyonce. -tM.itol«.d f_tron of Ito br dory,or properly Idle Co—ty, F ,] no eq queradws lM " EXHIBIT A t;:.o y. or corriplel.rrees of th.dot.conloin.. iMin lMw..e.irps. fuAMrmor.,Y.C.P110/]oesurrs no fiob.bty To,ony—a Ome.iOn.M Iles rrrep or dole STATE PATROL q j j ACADEMY SO-09 S300 5702 450-10 I O a � I N� Q I 0 450-82 a 83676 A �I r" 450-1 a CUSTOMER 3/4"CONOUIT 450i70 goo 83 77 I\ _ru _ _ 83678 � 83679 — — — i �0-78 Is SITE 01 S/N 450-78 I GPS 83678 i AUTO \ i CONNECT TO SHOP 450-79 SITE 02 WITH i ! u 83.680 300' CIC j SITE 02 !I I" S/N 450-24 I K 9 TRAININ GPS 71892 INSTALL 50KV A I I PADMOUNT XFMR BACKUP FUSING @ 450-10 W/ 140T 20' 4/0 SITE 03 + SITE 02 GPS 71899 ! o� 50 71892 g INSTALL SECONDARY PED 1� � 450-24 CONNECT AND METER II t�/h k ZOO_ O I 25Kb/ 4Xtf 6Y ,., e7 AFTER STATE ❑K I .017VD �,,N.ru jv SCALE. NTS WASHINGTON STATE PATROL DSGN.BY NICK JOHNSON DATE: 05/05/05 631 DAYTON AIRPORT ROAD DR.BY NICK IOHNSON CH.BY SYSTEM MAP p 8 SHEET I of I WF N 98197 DEPARTMENT of ENGINEERING RANGE-TOWNSHIP-SECTION REV NO PUBLIC UTILITY DISTRICT NO.3 of MASON COUNTY 42002 SHELTON,WASHINGTON I Return to: Mason County PUD 3 PO Box 2148 Shelton,WA 98584 WF98197 EASEMENT An easement is hereby granted to Public Utility District No. 3 under,upon and over the following described property;for the purpose of installing,laying,constructing,renewing,operating,and maintaining electric and communication utilities,public and private. The utility lines shall be installed in a good and workmanlike manner and the premises restored as nearly as practicable to the same condition it was prior to the utility facilities being placed. The Grantor shall retain the use of the land for purposes not inconsistent with installation,operation,or maintenance of the facilities, except that no structures will be constructed over,upon or under said facilities. Property description: THAT PART OF THE NORTH HALF(N '/z)OF THE SOUTHWEST QUARTER(SW '/4)OF SECTION TWO(2),TOWNSHIP TWENTY(20)NORTH,RANGE FOUR(4)WEST, W.M., IN MASON COUNTY,WASHINGTON,DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER(SW RUNNING THENCE EAST,ALONG THE NORTH LINE THEREOF, 800 FEET;THENCE SOUTH 800 FEET;THENCE EAST 600 FEET;THENCE SOUTH 400 FEET;THENCE WEST 1400 FEET;MORE OR LESS,TO THE WEST LINE OF SAID SOUTHWEST QUARTER(SW '/.);THENCE NORTHERLY,ALONG SAID WEST LINE, 1200 FEET,MORE OR LESS,TO THE POINT OF BEGINNING,CONTAINING 27.5 ACRES,MORE OR LESS,EXCEPTING THE NORTH SIXTY(60) FEET THEREOF FOR COUNTY ROAD RIGHT-OF-WAY. PARCEL NO.42002-32-60010 EASEMENT IS FOR THIS INSTALLATION ONLY AS SHOWN ON EXHIBIT A: IN WITNESS WHEREOF,we have hereunto set our hands and seals. TRENCHES Customers must provide all trenches along private roads, right-of-ways, county roads and state highways. Trenches provided by the customer or contractor must meet the following requirements. 1) Customer to call PUD superintendent to schedule job after proposal has been accepted and a work order released. PUD will notify the customer when the work order has been released. (Please provide PUD with a daytime phone number.) 2) Customer to call for UNDERGROUND UTILITY LOCATES AT LEAST 48 HOURS PRIOR TO DIGGING - 1-800-424-5555. Once marked the excavator is responsible for maintaining the markings. 3) Trenches should be adequate width for the installation as determined by the PUD. (See attached ditch specification.) Trench shall be a minimum of 3 feet deep. The bottom of the Trench shall be level and free from all obstructions. 4) Trench should not be dug prior to scheduling with the PUD superintendent. Trenching within two feet of primary cable should be done by hand with PUD crew on site. 5) Backhoe and operator must be on site at time of power installation to backfill ditch when installation complete. 6) The PUD will install the primary cable in the ditch and the customer shall cover the cable with at least 1 foot of select backfill prior to the cable being energized. Backfill will usually be selected from material excavated from ditch. 7) The customer may then backfill the remaining ditch. Clearances between district cables and other conductors, cables, or pipes shall not be less than 1 foot. 8) If the trenching is on county, City of Shelton or state right-of-way, and if the trenching is not provided by a contractor on the enclosed list of pre-qualified small works contractors then special arrangements need to be made with the PUD Engineering Department. Trenching in county, City of Shelton or state right-of-way shall conform to specifications, locations and distances specified in county, City of Shelton or state road permit. Revised 1/26/05 RECEIVED MAY 13 2005 FACIMES ;:U-L:T. TRENCH COULD VARY IN WIDTH BACKFILL INSTALLED BY ` \\ CONTRACTOR ; DITCH RUN DIRT INSTALLED TO PUD#3 SPEC'S c'' 6' PUD 3 CABLE WATER LINE, lov PHONE CABLE, TV CABLE, ECT. 6" ' N % SELECT BACKFILL INSTALLED MIN. 1'-0" BY PUD#3 (SEE NOTE 2) NOTES: 1. OTHER UTILITIES TO KEEP A 12" MINIMUM SEPARATION FROM PUD 3 CABLE. 2. SELECT BACKFILL TO BE FURNISHED BY CONTRACTOR. RECEIVED MAY 1 3 2005 F�rvy y ,1r.5 iF�ir" .s.;,e..:et.t. SCALE NONE ENGINEERING STANDARD DSGN.BY D.HORA DATE JAN 1982 CONDUCTOR UNDERGROUND INSTALLATION OF PUD3 CABLE DR.BY D.HORA CH.BY APPROVED BY AND OTHER UITLITIES SHEET 1 of 1 RLF DEPARTMENT of ENGINEERING DRAWING NUMBER REV CHB PUBLIC UTILITY DISTRICT NO.3 of MASON COUNTY 507.13 3 DR SHELTON,WASHINGTON Return to: Mason County PUD 3 PO Box 2148 Shelton,WA 98584 WF98197 EASEMENT An easement is hereby granted to Public Utility District No. 3 under,upon and over the following described property;for the purpose of installing,laying,constructing,renewing,operating,and maintaining electric and communication utilities,public and private. The utility lines shall be installed in a good and worlananlike manner and the premises restored as nearly as practicable to the same condition it was prior to the utility facilities being placed. The Grantor shall retain the use of the land for purposes not inconsistent with installation, operation,or maintenance of the facilities, except that no structures will be constructed over,upon or under said facilities. Property description: THAT PART OF THE NORTH HALF(N 'h)OF THE SOUTHWEST QUARTER(SW '/<)OF SECTION TWO(2),TOWNSHIP TWENTY(20)NORTH, RANGE FOUR(4)WEST, W.M., IN MASON COUNTY,WASHINGTON,DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER(SW RUNNING THENCE EAST,ALONG THE NORTH LINE THEREOF, 800 FEET;THENCE SOUTH 800 FEET;THENCE EAST 600 FEET;THENCE SOUTH 400 FEET;THENCE WEST 1400 FEET;MORE OR LESS,TO THE WEST LINE OF SAID SOUTHWEST QUARTER(SW '/4);THENCE NORTHERLY,ALONG SAID WEST LINE, 1200 FEET,MORE OR LESS,TO THE POINT OF BEGINNING,CONTAINING 27.5 ACRES,MORE OR LESS,EXCEPTING THE NORTH SIXTY(60) FEET THEREOF FOR COUNTY ROAD RIGHT-OF-WAY. PARCEL NO.42002-32-60010 EASEMENT IS FOR THIS INSTALLATION ONLY AS SHOWN ON EXHIBIT A: IN WITNESS WHEREOF, we have hereunto set our hands and seals. NEW K-9 CLASSROOM BUILDING WASHINGTON STATE PATROL SHELTON TRAINING ACADEMY SHELTON, WASHINGTON BUILDING SPECIFICATIONS AND FOUNDATION DESIGN & DETAILS M.• D- I ------------ i I 1 m A ;___.__-; 'ice_-; 1 1 - -►L I&Ilm i6 ♦; 1 I © L 0 OM G b I r r `■ 1 ! ' to • FAR DJEC-PO.MM FLOOR PLAN 9` 7 GTY. Sim DESCR]PTim LOCK REMRKS I I --'FILE COPY I t LTAPPayiED OC175 f Ye■ .� �' , 9JIL I FMI A:--FWIEDatCEPTASrjCM EXTERfOR a a �_ _.-....._ •❑F_{'I:E JLS r1DTZD Am FL:LEMITF 1 _ i■ 1 INTERIM ❑COBS 7 tPd' Y ral'aa ♦' 20tf1 I AFPR^4m EY-dDtU Q 1 fd I ]Offl A MI I 00 J 0 I 2.6• -ppsT® AaL 1t r'?�Q —_ _ — _.`o� _. ,a OE$1 GN LOADS MwvS 5 42.14 MLTPS -1M1r1Z SLIDE-DIAL waa*-PILL rW-EOf C6 ♦ I E f4.-T F14 LIPS -MOIT. 9-JM-URL GLAa-III LL F:R-lCS/C 12 L2 �O IZ ° •r"'�ea-6--ITpI IL• ►i'0=......15 7.S F. Ylro......3]P.P 11 IX-, D H.V.A.0 C. 1 a TDT .V.1LL MPG 1 P. TAIMM TAT OT 1 Z'CT1LE rt>» ....ri P s r. s Imo u I XD NIP 911CLE PINTE Tp1Y1[£1foET-CSELIT •1p,2D 4. �7 n ELECIRICAL PANEL OYU RE�Ts ATE T2 BE IFI PIaTTCT©Al Pwel. YSLL E►y i t_..__ DCSIAI orxs ram,-P1YP LOfIR.1�r I R'DlfrlElRf.TTFTCaL i t 9f FLUORESCEMi LTS. ID 2 .4 Worm A-TL19E 1 GI.C-T,ILacSE YLTL. •Ec °D I S14CT',RtL CES12I uLY. [!IUFIr ESCEkT LTe, , 1N ICS►DD 6 tG IN STmAt R7CM1 7R E C H /p N 7 C p, 7E P TF A LYd1(1G 'lI Lll lB l�l :L CAL 1L.f PLAN ] I MM%-1lw OEslvl 7 wnLDPO EXHAUST FAV 2 so CF. Iu W-5rluorl pAE[l IDT ro rRt(1.T1 h 1 s nr n.rs VATER ,EATER 1 9 CAL. v1IUM Elora MLARCADD: «-01 PLAN 31IM-STr_I q;N -- THIS OATERIF.L 19 711E EXCLUSIVE MOPERTT � CLASSROOM For- _ -- DP 3L'. IHJUSTRIES. II/C AI.7 STILL DRAMA RY: Ja N: SE RMG;UVED. UST-D DR DISCLCSED TV .24 x E9 D,.IE: T2=m O1M_LS F)ICEP7 •5 witoP,1ZED BY Th£ ItcL67RIF5.1•- JG3 3996.9) KEET- MTE I vmclir J er rR121E1 PEP.MISSIOT OF BL12ER fs9l'STRIFS. 1.O TAGS SPEC SHEET DESIGN LQAD` Date: 01-05-93 Size: 2 60 Floor ep Customer: Descrlption: Classroom Wind 16.76 Locaticn: Roof 25 Project: Tsg(s): None B. FLOOR ,foists: 2x10 @ 16'oc w/,foist hangers Rims: Single 2x10 Microlam Offset rims: 2c6 Lumber flush with top of micro rim Bottom board: Typar Insulation: R11 Decking (1st): 3(4'T&G OSS C. WALLS Framing (EXT): 2x4 49160 oc HT = 97' Framing (INT): 2ac4 (w 16'oc Except: W RR walls Plenum wall: No Columns: Wood/ST,-.L built into mile fnsui—Exterior: f R11 Insul—Interior. R11 'Sound' up to 8' ceiling height Siding: Hardboard T1-11 w/grooves 8'oc Trims—Corners:l1x4 Prime Trim Fascia:j 1 x6 Prime Trim Windows: 1 x4 Prime Trim Skirting; Prep Ship loose 14 p=Ax8x'h RS plywood wr20 vents D, RCOF Framing; 2t8 rafter (V 24'oc Rf pitch = 2112 Provide 3c2 furnng below rafters Ridgebeam: Microlam Ilk- x 24' Insulation: R30 _ Sheathing; !'/2" oNw000 Cover: Como Ven'i ng: Eave ?idge EXTANT SIZE TYPE HINGES UTE FINISH L 0 CK pgg)e CLOSER PANIC E. DOORS 1. EXT 3 3'x6'8" MC/W 86 NRP 1/2lite Paint 070L LCN 1460 2 INT 3 3'X6'8" PW/Hv STD VWCO 200171- a INT 1 31x818" PW/HV STD VWCO 300FL 4 INT 1 1 12,n6,84PWjHV STD VWCO 30CS3 5 INT 2 Soundmo,ster 8O accordian doom (Ship loose for dealer install at site) EX17ERIOR IiY] HL46 FINISH SG=SUOING GLASS PW-PIIEHUNG WOOD HV=HOLL0%COAE VINWUM9APA%M=VW COLONY GS -CLASS STOREFRONT BF BI-FCLO $V=SOLIDCORE VINYL MAP OAK MC;w=LT COMM$TEE.W/YMOOD JAMB BP c el-PASS HS=HOLLC"CCRE BIRCH KID=KNOCKDCW4 PK=POCKET SB=SOU DCORE BIRCH HM=HOLLOW METAL STEEL W/STEEL JAMB ACC=ACCORDION TM=TIMELY JAW EXTANT ga SIZE SRAND HS VS FIXED GLAZNG FINISH BLINQS OTHER F, WINDOWS 1, EXT 5 62'139" 1 Philips Dual Mill. w/sGeens 2 EXT 2 14`AOI Philips * Dual Mill Wiacreens -- Obscure G. INTERIOR FINISHES Floors: RR only; Stack Vinyl All but RR: I: l3 VCT Wails:RR only: PL wainscote Al but RR. 6vfr-,z. Ease: FIR only: b' rubber Ali but RR: 4' rubber Trims:Walls: Window, loan }/A= Door: VWCO _Ceiling: Entire bldg., T—baf Ceiling ht; Entire bldg: 8' H. SPECIALTIES Toilet tissue: Single roll (2) Mirror: 12x1 S (1) 2-tM(1) Grab bar: 36 0) 42' (l) d CABINETS, etc. Coffee bar: 4' Regent wn5N15'bar sink Countertop: Preformed K. HVAC Comb heat/AC: Sun Wall hung HP 4 ton 20 kw w/economiser Ducting; Galvanized Overhead Diffuser: T—bar hermo�stat: 2—stage Return air: iThru FLAG inwalI(s) ' f - L, PLUMBING Toilets: (1) regular (1) handicap Lava: (1) reqular (1) handicap wall hung Drink fountain: Cooled (1)ea set at handicap height HWH: (1) 6 gal. SS sink: (1) 15x15 DWV: ASS Water: Special: Navy requires thatYm use CPVC water piping M, ELECTRICAL Service: Single phase under Panel (1) 200 amp Raceway: Conduit Receptacles: Duplex (16) 15 amp Special: All receps are to be GFi protected at panel Switches: SP (5) G—way (6) Phone box: Stub up 4 down (3) Wire for: I-WH Light: Troffer 2t4 (15) Incandescent: Standard 112 bath (2) Other (1) in storage room Exhaust fans: 5o CFM (2) Raceway only: Smoke (3) Bell (3) Pull station (3) Special: Note cut on water cooler Install electrical outlet per handicap height requirements. EXISTING FENCE NEW 6" WATER LINE n >L— x— X. L_ 1pn �M O Z o3 \ moo ,$ EXISTING3�-M- FENCE > r----- -- -- -- --- -- -- -- -- -- --- -- -- -- -- - ------ ----- `\�� � W -- -- -- \ z QUJo N Z�N EXISTING TRAINING ELL HOU ` � ' �S II VEHICLE PARKING I EXISTING p�7-oR j' ETENTION PON i LOT RIVEWAY 1 _Z Wes; a. n ' ` V)m;� 3 a � M f L --------- ------------------ __ — __ ___ _ L--- -A EVOC COURSE ENTRANCE _ -------- - -------------------------- 1 EXISTING COURSE ----- -------- -- - 1 ROADWAY NEW 2" WATER LINE ROADWAY ' I ■~ --- ! - - J ---- ----- -------- -� -- — -- -- --------- 1 1 • • + •j 1 '+','•', ' i ' EXISTING EXISTING ! ISTIN '' I • K9 TRAINING EXISTING AUTO ,' TIN R DID B G I MAINTENANCE J •'•'••r' '• BUILDING SHOP 1150' SHOP EXISTING f . I FENCE E i •+•.•.•. :: ,' . • . -� f • . • r : . s s s • • . 1 FU NK f + + . '. . , , , • , • CONTAINER /' ` SHED f NEW K-9 • . • :•• ' :.'• . . . • s • • 1 � XISTING f CLASSROOM ' K9'TRAW1Nc ' EX PTIC TANK No. 1 J I - �� FENCE } BUILDING x r.ApFA. .. +++•. •.. .i 1 f f 24'x60' MODULAR • 2aa. _ NEW i f EFFLUENT LINES,TO r l t EXISTING TANKS #T & ¢2 J J I TREE 1 q E-y f "::., ,.•.•`•• •.: J J I CLUSTER ° 9 d T._ _ ==- ---a-- J - =J- -=- - EXISTING SEPTIC --`f` - r= - TANK No. 2 a `E�t15�'R7 3 3' NEW METER WSDOT 2aa. - NEW 2" FENCE J J ')I EXISTING E� NEW POWER CABLE CJ z 1 DATA/PHONE CONDUITS J ROADWAY M of 1 NEW TRANSFORMER SEPTIC PUMP TANK 1 1 �� h�.i Gi Z w _ 3 E-+ O v=i 1 _ WSDOT NEW DRAINAGE BASIN F I L MAINTENANCE FACILITY / Z K - 9 CLASSROOM SITE UTILITY PLAN x � HANDICAP SICK 4 WIDE PANTED STRIPES � PRE CAST CEMENT CONCRETE 4'WIDE PANTED I I cuRas TYP z-I NEW 2" VALVE NEW 6"x6"x2" 4 I TAPPING TEE ® ® THURST BLOCKING, , I wBLE TJi11ER1110 oN w TYP. I I BLUE��� � NEW 6" WATER LINE APPVD; HANDOWSIN g ��� NEW 2" WATER LINE ' NEW 6" SHUT OFF VALVE O' 4O' 10 TO K-9 CLASSR00 ; SCALE 1 "=40' a 4 BUILDI G � ,.m °""°E �'°� 0 NEW FIRE HYDRANT NORTH DATA JUNCTION BOX. TYP EVERY Too FT. I i HANDICAP PARKING SIGN I , -1,'- -5'-r- -i DATA J-BOX 8" BOLLARD ELEVATION VIEW I--X-i 1 ACCESSIBLE PARKING STALL n x. Mv�nw E SPACES >t EACH — scu El NONE —SWALE F.H� T._�. As NOD oN PUN U , EDGE OF PAVEMENT DWN. BY: HANDICAP PARKING --- -----1 �� 3 2 SCALE-NONEFIRE HYDRANT CHx: METAL STRAP OR 97 �. -Y U CAB[,.=L14TH TURN-BUCKLE M o v 70 APPROVED ANCHOR �0 trf OF:��*S '� ,p 19379 ��' / co o 'a MODULE SUPPORT BEAM /�'//i' �p1 `^�S �y�` R �. ;'���/ TOAL 1r� N < 2"xd"xb"PT SWIMS, /`ram / ^ u- Li c c, / DcP1RES 09/27/05 o CAP WITH NO MORE THAN !, 2x4 s 4'-0"O.C,TC•ENAIL T t 6 (2)2"xB'xl6' PT PLATES � UY(2)12D a m r E OR(I)-4'x8'XI6"C-IU GALYANIZED MODULE SUPPORT 6EAM � Z � �. ~ ( I ,,, � $ � STEEL STRAP - 5KIRTRd6 co 0 PER SOIL STRAP CLAMP PFR ? MATERIAL m ANCI4OR MANF" qr•_60• 501L ANCHOR 9 _ co o a 8'x8'xi6"C1"1! MANUFACTURER 2x4 TREATED I 2 x 8 PT,C-IT. N PLATE q U (I)-4 xl6'xl6 C t4 •/ ,� �� \:' �� �\, �,; \ 3t8'x 10"RESAR A14QaCR AT OR /;:���` •� Dc+}eLE OR sIN�LE HELIX \'� 32'Or—MAX.,W L=-WzTH (2)-4'x6"xl6'CM "AUSM;r-TYPE WCLD DCU 4- DRY"INTO THE GRmc � OR SOIL ANCHOR'TIE CCM (4)-2'xB'xl6'CMU,ALTPATTERN ENCs . 'W-1 OR � a BlSKIIRT ING DET,41 L-NONSEA IN -, d) CI i� I=IEI� SOIL ANCHOR-ENDWALL NT5 Q 0 Al N T 5- N.T.S- f-- �a %n is�R CF PADS PER ROOF 171AM-1 1NE MEAM CDLU1"1NJSFAN n Q Z d ANCT4CaR NOTES: � z L INSTALL ALL C (T5 PER SOIL ANCHOR 12-FT MCDUL-S: (2)16"xib"PADS PER 11'-3'EFFECTIVE ROCF 5EAM C Q PER MANUFAC7UF REGOC4'ENDATIONS 14-FT I-IC0UL�S: (2) 16"XW PADS PER `T-6' Er'F-CTIVE ROCF BEAM!={PEGTIVE RODF BEAM SPdN= I/2 ROOF BEAM SPANS, EAC>a 51DE G METAL STRAP PER -SOIL Z 0 ANCHOR MANUFACTURER Z a WITi4 TURN BUCKLE TO ROOF BEAM f 1 7- APPROVED ANCHOR ' �+ � O MODULE SUPPORT SEAM MODULE Ln M,4TELINE COLUMN PREFABRICATED t-lETAL PIER MODUL-E SUPPORT BE p STRAP CLAI P 16"xIb" MIN- FTCs. r�AG, CONG, .:55, PT JJOCD SOIL 4JJCHCR I I �--- uj RIM J015T {— c LL i y1. MANUFACTURER 1 GALVANIZED STEEL STRAP :. PFR SCIL ANCHCR MANUF. '/` r~ xl(o" U BLOCKS / CNE R 'lU0 . ACS ':75 PER SG�E�ULE �-�CCUSLE CR 5iNGLc 4a:E C "AUGER'- -''PE '-4CL0 CCU,N-aCIL L J "TIE :.CU1J E?4INE=RING, .NC."CR ECMAL A ^—D E�� SC�L I�Qr C '�R�.Ci�l� �f-�t�` I�A l = iN� �C��wI�N ..��� .J I 1!/IU� I.T.S. 1 N-I �l .rJ. NEW K-9 CLASSROOM BUILDING WASHINGTON STATE PATROL SHELTON TRAINING ACADEMY SHELTON, WASHINGTON DRAINAGE CALCULATIONS BY: "S Signature Date WA P.E # 30101 C so� g ��s 5 1 0-0 �. o 7 ' ram p b I NA ol T-7 J At VN �. .'a J, S ,�M �-� S 1 o v► Z1 _l .er rr 4� _ t �� col P � jr�� �+9'�v� JL- 4b �F C NEW K-9 CLASSROOM BUILDING WASHINGTON STATE PATROL SHELTON TRAINING ACADEMY SHELTON, WASHINGTON NIMC.NTA ENVI RO L SEPTIC CALCULATIONS H EA LT tH AND SPECIFICATIONS BY: I /1 oS Signature Da e WA P.E # 30101 12,00 � 170 350 - l/t PAP 170 Ipd 11 - �8 c�oscs� o-y � 2dD -IPg �}�'� �J �+ ` ('e Pawl dv, ?',,, tee : Go 5cc 4� red d 04�.� 09 f d PJ v�� T,n.����.�t �',,,,,�e 7 lil�-���, a ' . r. Cr•�a.c', .� D. P- C.�,,� 1, P � 1 12S 2 P pro�+ S 2 _Z � 0'1 �L- A- 240 cv 14'4 % ?\O loss to A-a [too r_s ' (o .cs �s�� Pv p 1 oss fa ►�t�,.�� . �31 d� z _, �o.qi ps ► ) IAA I " = 1 . 5 io �,�� Z 13 7 p . o � S) � D. 9 �� 35 0- 0. 131,6 of o- • bz -471) Tip IA TABLE 4-7 TYPICAL WASTEWATER FLOWS FROM INSTITUTIONAL SOURCES (18) Wastewater Flow Source Unit Range Typical gpd/uni t Hospital , Medical Bed 132 - 251 172 Employee 5.3 - 15.9 10.6 Hospital , Mental Bed 79.3 - 172 106 Employee 5.3 - 15.9 10.6 Prison Inmate 79.3 - 159 119 Employee 5.3 - 15.9 10.6 Rest Home Resident 52.8 - 119 92.5 Employee 5.3 - 15.9 10.6 School , Day: With Cafeteria, Gym, Showers Student 15.9 - 30.4 21.1 With Cafeteria Only Student 10.6 - 21.1 15.9 Without Cafeteria, Gym, Showers Student 5.3 - 17.2 10.6 School , Boarding Student 52.8 - 106 74.0 } t c �r0Wk zt— I`t . 5 Pd /pGL�l�av,T 61 r TABLE 4-6 TYPICAL WASTEWATER FLOWS FROM COMMERCIAL SOURCES (18) Wastewater Flow Source Unit Range Typical gpd/uni t Airport Passenger 2.1 - 4.0 2.6 Automobile Service Station Vehicle Served 7.9 - 13.2 10.6 Employee 9.2 - 15.8 13.2 Bar Customer 1.3 - 5.3 2.1 Employee 10.6 - 15.8 13.2 Hotel Guest 39.6 - 58.0 50.1 Employee 7.9 - 13.2 10.6 Industrial Building Employee 7.9 - 17.2 14.5 (excluding industry and cafeteria) Laundry (self-service) Machine 475 - 686 580 Wash 47.5 - 52.8 50.1 Motel Person 23.8 - 39.6 31.7 Motel with Kitchen Person 50.2 - 58.1 52.8 Office Employee 7.9 - 17.2 14.5 Restaurant Meal 2.1 - 4.0 2.6 Rooming House Resident 23.8 - 50.1 39.6 Store, Department Toilet room 423 - 634 528 Employee 7.9 - 13.2 10.6 Shopping Center Parking Space 0.5 - 2.1 1.1 Employee 7.9 - 13.2 10.6 60 P Series High-Head Effluent Pumps ' Applications Features/Unique Specifications Our submersible High=Head Effluent Pumps are designed to To specify this pump for your installation,require the following: transport screened effluent(with low TSS counts)from septic • Minimum 24-hour run-dry capability without water lubrication; tanks or separate dosing tanks to collection and treatment sys- tems. All our pumps are constructed of lightweight,corrosion- inch bypass orifice ensure flow recirculation for motor coo ai resistant stainless steel and engineered plastics;all are field cooling and to prevent air bind; serviceable and repairable with common tools;and all standard • Floating stack design to protect against upthrust and increase P Series models are UL and CSA listed for use with effluent. pump life; Orenco High-Head Effluent Pumps are used in a variety of appli- ' Repairable(nondisposable)liquid end for better long-term cations,including drainfields,packed bed filters,mounds,aero- cost of ownership; bic units,effluent irrigation,effluent sewers,wetlands,lagoons, • Corrosion-resistant construction; and more. • Franklin motor rated for continuous use and frequent cycling; • Type SOOW motor cable(suitable for Class I,Division 1 and 2 Discharge connection applications); • Optional 5-year extended warranty against defects in materi- Bypass orifice als or workmanship. Standard Models Shell casing See specifications(on back)for a complete list. Call Orenco or J your nearest distributor for three-phase specifications. Suction connection Nomenclature Poo ❑❑ ❑ ❑-❑ T❑ 0 I Cord length: E Blank = 10' 20 = 20' Y 30 = 30' c Voltage: LL I = 115(1/2 hp only) 2 = 230 Phase: 1 = single-phase Actual view 3 = three-phase Horsepower: 05 = 1/2 hp 07 = 3/4 hp 10 = 1 hp 15 = 1-1/2 hp 20 = 2 hp 30 = 3 hp 50 = 5 hp Nominal flow(gpm): 10 20 O 30 50 Pump(P Series) O NTD-PU-P-t Irxbrporated Rev.1110 PAS -800-348-9643 Pete 1 of 4 P Series High-Head Effluent Pumps (continued) Specifications Hp' Ampsi Nom Flow(9Pm) Discharge(in.) Length(in.) We(in.) Cable' Listings Rated Cycles/Day P1005 0.50 12/6 10.0 1.25 22.50 20 SOOW UUCSA 300 P1007 0.75 8.0 10.0 1.25 25.00 22 SOOW UUCSA 300 P1010 1.00 9.8 10.0 1.25 28.00 24 SOOW UUCSA 100 P2005 0.50 12/6' 20.0 1.25 22.75 20 SOOW UUCSA 300 P2010 1.00 9.8 20.0 1.25 27.00 25 SOOW UUCSA 100 P2015 1.50 13.1 20.0 1.25 32.50 28 SOOW UUCSA 100 P3005 0.50 12/6 30.0 1.25 21.50 22 SOOW UUCSA 300 P3007 0.75 8.0 30.0 1.25 24.00 24 SOOW UUCSA 300 P3010 1.00 9.8 30.0 1.25 26.50 27 SOOW UUCSA 100 P3015 1.50 13.1 30.0 1.25 32.50 29 SOOW UUCSA 100 P3020 2.00 13.2 30.0 1.25 34.50 25 SOOW CSA 100 P3030 3.00 17.0 30.0 1.25 43.75 44 SOOW CSA 100 P3050 5.00 27.5 30.0 1.25 67.00 66 SOOW CSA 100 P5005 0.50 13.2/6.6 50.0 2.00 20.50 22 SOOW UUCSA 300 P5007 0.75 8.0 50.0 2.00 24.75 24 SOOW UUCSA 300 P5010 1.00 91 50.0 2.00 28.00 27 SOOW UUCSA 100 P5015 1.50 13.1 50.0 2.00 33.25 29 SOOW UUCSA 100 P5030 3.00 17.0 50.0 2.00 49.00 48 SOOW CSA 100 P5050 5.00 27.5 50.0 2.00 63.50 50 SOOW CSA 100 AdvanTex Pump PAX 0.50 12/6 10.0 1.25 19.75 18 SOOW UUCSA 300 1 All 112 horsepower pumps are available in 115 and 230 voltage models. 2 Maximum sustained amperage(service factor load). The paired amperage numbers for 112 hp pumps are for 115 and 230 volts respectively. All other numbers are for 230 volts. 3. Minimum liquid level. 4 SOOW type is suitable for Class I,Division 1 and 2 applications. 5. Actual running amperage may exceed the motor's nameplate amperage by 20%(UL778) Materials of Construction Discharge: Fiberglass-reinforced thermoplastic or Intake Screen: Polypropylene stainless steel(P50) Suction Connection: Fiberglass-reinforced thermoplastic Discharge Bearing: Nylon polymer Drive Shaft: 7/16 inch hexagonal stainless steel Diffusers: Polycarbonate Coupling: Stainless steel Impellers: Acetal Shell: Stainless steel Thrust Pads: (Proprietary) Motor: Franklin motor exterior constructed of stainless steel. Constant lubrication through water-filled design. Hermetically sealed motor assures moisture-free windings. All thrust absorbed by Kingsbury type thrust bear- ing. Rated for continuous duty. Protected against thermal overload and equipped with surge arrestors for added security. NEMA standard 2-wire or 3-wire(2, 3,and 5 hp) motor with ground. Control box required for 3-wire motors. NTO-PU-P-1 Rev.12,©ZW Page 2 of 4 P Series Pump Curves ' Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow(gpm)and pressure(TDH),providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate—the value,measured in gpm,expressed by the first two numerals in an Orenco pump nomenclature. 400 400 P1010 P10 Series rt -+ - - P20 Series 1/2 hp to 1 hp 1/2 hp to 1-1/2 hp 350 350 P2015 300 P1007 300 P2010 c 250 a 250 2 P1005 C C 2 200 = 200 -- - P2005 + O 150 150 ' y � � y 100 - - 100 i 50 P1005 50 INN wnh 7I1'now oanodbr i t 0 0 0 3 6 9 12 15 0 5 10 15 20 25 30 Gallons per Minute(gpm) Gallons per Minute(gpm) GO incapixated RTD-PU-P-1 Rev.12,®za 1-800-348-9843 Page 3 of 4 MVP-DAX IR2 PT RO Operation '•�' Orenco's Most Versatile Panel (MVP) line of control panels includes an easy-to-use Incorporated programmable logic unit that incorporates many timing and logic functions.All models of MVP panels have built in screens which show the time and date, input status, and output status.Additionally, the following system data screens have been included in your panel: elawRwarAVENUE SUTHERUN,OREGON System Data Screens: Description: 92479-9012 1.Pump 1 CT&ETM Pump#1 cycle counter at top of screen and pump run time in minutes beneath 2.Pump 2 CT&ETM Pump#2 cycle counter at top of screen and pump run time in minutes beneath 3.OVR 1 CT&OVR 2 CT Pump#1 override cycle counter at top of screen and pump#2 beneath 4.HLA CT High level alarm counter TELEPHONE: (541)4594449 To move between screens,use the four arrow keys.If the same arrow key is pressed repeatedly the screens will eventually wrap around.The screens are accessed as shown below: 14 FACSIMILE: System 1541)459-2e94 Data Screen c► Outputs Time& Inputs Date System Data Screen L Input and Output Screens: The unit will activate various inputs and outputs as it operates (please refer to the Liquid Crystal Display screens shown below). Knowing what conditions cause the inputs and outputs to activate can be a helpful installation and troubleshooting tool. The following inputs and outputs have been used with your control panel: Input Functions: Activation Conditions: 1.Redundant Off&Low Level Alarm Float Float in up position 2.Timer On&Off Float Float in up position 3.Override Timer On&Off Float Float in up position 4.Lag Pump Enable Float Float in up position&TL in place 5.High Level Alarm Float Float in up position 6.Push To Silence Pushbutton is pressed Output Functions: Activation Conditions: 1.Pump#1 Pump#1 is activated 2.Pump#2 Pump#2 is activated 3.Level Light Light is activated 4.Audible Alarm Audible Alarm is activated Inputs 1-9 outputs 1-9 P Activated P Input/Output s43e Inputs 10-19 e,=„3e,a a 23438 Outputs 10-16 Inputs 20-24 Input Screen Output Screen EIN-CP-OP-0 Rev 4.0 0 IZ114101 Pape 1 W 2 Your control panel can perform the float functions listed below. Depending on the number of floats for your application, some functions may be omitted or combined. High Level Alarm: This float activates the alarm light(steady)and audible alarm when lifted.The audible alarm may be silenced by pressing the illuminated PUSH TO SILENCE button on the front of the control panel.The alarm light(steady)will remain on until the float is lowered. Lag Pump Enable: This float will activate both pumps when the timer function enters the on cycle.Both pumps will continue to run together until the lag pump enable float lowers. Note:If used this function must be combined with either the High Level Alarm,Override Timer On&Off or both. Override Timer On&Off: This float activates the override timer function when lifted for more than 2 seconds. This timer function controls the pump cycles during high flow conditions.The override timer function will remain active until at least the set minimum number of override cycles have been completed and the float has lowered.When the override timer function has been completed,normal timer operation will resume. Timer On&Off: This float activates the timer function when lifted.The timer will be activated while the float is up and will be deactivated 30 seconds after the float is lowered.This timer function controls the pump cycles during normal flow conditions.Note:The timer will start with its off cycle. Redundant Off&Low Level Alarm: This float turns off the pump when lowered for more than 2 seconds. This float is a secondary off float which will operate if the Timer On&Off float fails.Pumping will be disabled in both the automatic and manual modes.This float also activates the alarm light(flashing)and audible alarm.The audible alarm may be silenced by pressing the illuminated PUSH TO SILENCE button on the front of the control panel.The alarm light will remain flashing until the float is lifted. EIN-CP-OP-48 Rev 4.0®12/14MI Peps 2 e12 Float Arrangement Diagram Orenco Systems• Check the appropriate box for the float function (color code) used in your system. Incorporated Y(PG)RW •Factory Standard• (YPG)RW 814AIRWAYAVENUE --------------------------------------- --------------------------------------- ---------------------------- Non-Hazardous Area :Non-Hazardous Area ; ;Non-Hazardous Area SUTHERLIN,OREGON + , ' , ; TV ; ; TV ; TL' 97479-9012 91 92 93 94 99 Terminal Strip S 91 92 93 94 99 Terminal Strip S 91 92 93 94 99 Terminal Strip + i Float Types TELEPHONE: , ' i Higgh Level Alarm f Higgh Level Alarm ; ; High Level Alarm/; ■ Typical OSI float model:A (541)459-4449 i Y-Yellow Y-Yellow ; Timer Override Specs: contact-normally open + + On&Off ; differential-no minimum (YPG)-Yellow/ + + power rating-signal i 3'Min. P� 9 9 FACSIMILE: + Purple&Green ' 11 Timer Override ; ; ; (541)459-2884 On&Off (PG)-Purple ' 3"Min. &Green i i i , ; ■ Typical OSI float model:G Timer Off ; Timer On&Off S Timer On&Off Specs: contact-normally open ' R-Red % R-Red differential-- min. + R-Red � � 3'Min. power rating-signal '11111 S ; 3"Min. i 3'Min. , 3"Min. i Redundant Off& ; Redundant Off& Redundant Off& ; ■'� Typical OSI float model:T Low Level Alarm S Low Level Alarm ; Low Level Alarm ; J`ZJ Specs: contact-normally closed W-White S ; W-White ; W-White ; , differential-no minimum power rating-signal , Hazardous Area S ;Hazardous Area ;Hazardous Area ; Class I Groups A,B,C,D S Class I Groups A,B,C,D ; ;Class I Groups A,B,C,D Class II Groups E,F,G ;Class II Groups E,F,G ;Class II Groups E,F,G Class III Class III ;Class III' -------------------------------------J ----------------------------------- --.--------------------------- *Remove pre-installed Terminal Link Rail 'Remove pre-installed Terminal Link Rail 'Terminal Link Rail is required(factory from terminals.See Panel Wiring Diagram from terminals.See Panel Wiring Diagram installed). for instructions. for instructions. For a wire splicing illustration of the above For a wire splicing illustration of the above For a wire splicing illustration of the above diagram,request Splice Box Wiring Diagram: diagram,request Splice Box Wiring Diagram: diagram,request Splice Box Wiring Diagram: EDW-SB-DAX-512 EDW-SB-DAX-513 EDW-SB-DAX-511 Control Panel Series Drawing No. DAX IR2 PT RO EDW-FA-DAX-504 RevZ1 m n„ Biotube Pump Vault Applications Standard Features& Benefits Orenco's patented* Biotube Pump Vaults are ideal for filtering and • Installs quickly in new Accommodates transporting effluent from septic tanks or separate dosing tanks in or existing tanks Simplex or Duplex effluent pumping systems.They prevent large solids from leaving the a Easy access design configuration,for use tank, dramatically improving wastewater quality and allows filter cartridge with one or two extending the life of downstream treatment systems. Each removal without pumps pump vault houses either one (Simplex) or two (Duplex) pulling the pump or Float stem bracket High Head Effluent Pumps, discharge assemblies, Biotube vault simplifies filter allows easy removal filter cartridge, float switch assembly, and float stem bracket. inspection and and adjustment of Pumps, float switch assemblies,and discharge assemblies are maintenance float assembly r ordered separately. Patented Biotube Sturdy,molded filter has several polyethylene and times the filtering corrosion-proof capacity of other construction pump vaults ensure long life • Removes approxi- matelytwo-thirds of suspended solids, on average Orenco's Biotube Pump Vault comes with Biotube filter cartridge,float Biotube Filtering Process_ stem bracket,and support pipes. Effluent from the then enters the annular The unique Biotube filter cartridge relatively clear zone of space between the provides a large filter surface area the septic tank, housing and the (see specs. on back)in a small space, between the scum and Biotubes,utilizing the to resist clogging while providing sludge layers,enters the Biotubes'entire maximum long-term protection. Biotube Pump Vault surface for filtering. through inlet holes in Particles larger than the housing.Effluent the Biotube's mesh are prevented from leaving the tank. Orenco Systems* *Covered by patent numbers Incorporated 5,492,635 and 4,439,323 Changing the Way the APS-BPV-1 World Does Wart—wee Rev.3.0©6/03 www.orenco.com Orenco Systems*,Inc. www.vericomm.net f Model Code for Ordering Biotube Pump Vault Components Biotube' Pump Vault PVU❑❑-❑❑❑❑ Discharge assembly Indicates inlet hole height(inches) (ordered sep.) Cartridge height: 18",24",36"standard — l. —Vault 3 Support bracket Vault height: " 57",68"standard;72-96"in 6"increments ----•--- Flow inducer Universal Pump Vault Biotubel handle assembly Float switch Vault assembly .. height 1 (ordered sep.) a. Biotube®filter cartridge Inlet holes High head Last'access design allows filter cartridge removal without Inlet hole effluent pump pulling the pump or vault;simplifies filter inspection and height (ordered sep.) maintenance. - � Biotube Cartridge Effective Filter Surface Area Cartridge Height Surface Area 18" 15.5 ftz 2C 20.6 ftZ TO Order 36" 30.9 ft2 Orenco'Biotube Pump Vault is available in standard and Call your nearest Orenco Systems" Inc. distributor. customized configurations. Contact Orenco or your nearest For nearest distributor, call Orenco at 1-800-348-9843 or go to distributor for sizing recommendations. www.orenco.com and click on "Distributor Locator." Tank Access and Riser Diameter Biotube Series Tank Access Dia. Tank Access Dia. Riser Dia. Minimum Recommended Minimum PVU with Simplex Pump 19" 20" 24" PVUy#*0uplex Pumps 19" 20" 30" PVU with Recirculating Splitter Valve* 23" 23" 30" *RSV2Q for Advan Tex Treatment Systems Distributed By: Access Risers, Lids, & Accessories Applications Standard Features& Benefits Our fiberglass access lids, PVC risers,and other tank accessories allow tank Fiberglass Risers& access without excavation.They're adaptable to virtually any tank, both new Lids Accessories and existing. Lids and accessories fit most types of ribbed PVC pipe, includ- ing Ultra-Rib, Ultra-Corr, KOR FLO, and Perma-Loc. Preassembled risers Lids withstand Z500- Risers come in and stock pipe lengths can be purchased from Orenco. Or stock lengths can pound wheel loads, various diameters be purchased locally and cut as needed. All components are designed to stronger than any and can be cast work well together. other lid on the right into a concrete market tank or bolted down • While not designed with a variety of for vehicular traffic, adapters,for easy our lids have a installation. breaking point Adapter rings can greater than 8,000 also be cast right pounds. into a concrete tank. • Lids are fastened Risers and adapters with stainless steel, can be easily bond- tamper-resistant ed to fiberglass bolts(wrench tanks with a struc- included)to prevent tural adhesive. accidental entry. Grade rings allow • Lids are an attrac- installers to stack live green and blend extensions onto in with landscaping. risers,increasing Custom colors and riser height in custom lid imprinting the field. are available on Accessory items quantity orders. such as adhesive, r° • Lids are flatto allow pipe grommets,cord placement of back grips,splice boxes, yard furnishings.No pipe cutting and unsightly domes,no drilling tools,insula- tripping. lion,vents,and • Lids are lightweight, fiberglass brackets Orenco'fiberglass access lids, risers,and other accessories are superior in quality, watertight(available are available. watertight, non-corroding, and lightweight yet strong. Custom imprinting is available with or without on quantity orders of24"and 30"diameter lids. watertight gasket), non-skid,and non- corroding.Lid insu- lation and carbon fitter vents are avail- able options. • Lids come in multi- ple diameters and are easy-to-install To Order using a variety of Call your nearest Orenco Systems adapters. ®, Inc. Distributor. For nearest Distributor, Orenco Systems* call Orenco at 1-800-348-9843. Incorporated Changing the Way the World Does Wartewater• APS-RLA-1 Rev.4.0©VO4 www.orenco.com A Complete Package of Tank Accessories Fiberglass Lids Lid Fasteners Available in the following diameters: Stainless steel bolt is common on 12", 18", 21", 24", 30", 48". Lighter risers with bolt catches or RLE1s. duty access risers and lids available in 8" and 15" diameters. Custom imprinting available on 24" and 30" lids. Lid Fastening Adapters Gasketed RLA24 for 24" diameter Bolt with RLA KOR FLO bolt catch Shown. Cutting Jigs and Tools PVC Risers For cutting Ultra-Rib, KOR FLO, and Ultra-Corr pipe in the field and Available in the owing diameters: preparing pipe for grommets/lid 18", 21", 24" 48". Can be attachment. installed with adapters or cast into concrete tank. Tank Adapters Flanged adapter shown. Available in 24" and 30" diameters. Can be cast into or bolted to concrete tank. Structural Adhesives Riser Extension Adapters 44*V W Four different types to (Grade Rings) choose from, depend- These easy-to-install adapters allow Square RRFTA RUBDKIT ing on application. height adjustment of risers in the type adapter. adapter. Used to Single-and two- field. Ideal for installa- bolt down Ultra- component. tion over square Rib riser to con- openings. crete tank. Bolt-Down Kits + For fastening tank adapter to tank. ¢" Kit includes stainless steel anchor bolts and butyl sealant. O Orenco Systems Inc 2001 Distributed By: THURSTON-MASON HEALTH DISTRICT Division of Sanitation No. (y Court House Annex 5th and Birch Olympia, Washington Shelton, Washington Phone: 352-4851 Phone: 426-44C7 SITE INSPECTION NO. C4 APPLICATION TO CONSTRUCT OR ALTER AN IPTDIVIDUAL SBIAGE DISPOSAL SYSTEM S-3I f (Application required for each installation) 7p Buyer or �.5,-//,V6 7`0A Property Owner -H / , PA 7 a),Address Builder Address , ' �� . / �i� / ►-��.-.- W i Address of Site &ea6 Location of Property, including: Lot Block _ Other Detailed directions to site: Property: �� Commercial Size Residence No. of Bedrooms Basement Type Wa.ter Supply _ Well Spring Other. Is water supply or body of water within 50 feet of sewage system? 0 Septic Tank 7j-b gals. Drainage System length �12 ft. Trench width (Refer to Table 1 of Bulletin) �2 ft. And / or system other than above Refer to Table 2 of Bulletin Check for installation of: Automatic Laundry ( ) Automatic Dishwasher ( ) Garbage Grinder ( ) Is contractor installing septic tank?Yr-S Drainfield? E Name of Sewage Contractor P r A S i= .S o/!I ,ZN C- Sewage contractor must be licensed by Thurston-Mason Health District THE UNDERSIGNED hereby applies for a permit to construct a new and or alter ( ) a sewage system on above property in accordance vith the Bulletin. I Applicant's Signatare Address ;, Biil_letin: Washington State Department of Health Bulletin E.S. #1 en- tit"ed_ "A Sn:y,_�^ "'ank}Syr%, ?m for Yor Nome" for minimum requirements. f.VJ V to ±'i.iled i.^ by Ap*)li, t Pewit GS'f 7 F.'ee o20. Gd Da t.e Issued j 1.7-OA e.�rnn Area. Sanitsraa.n D^,tea In.,,, ttd R'';?sanKS Date Approved __ Approved byal-,)(Sanitarian) COMY DEPARTNEIff OF GENEUL SERVICES FOR DEPARTMENT USE ONLY 303 NORTH • • :•X 186/SHELTON,WA 98584 APPLICANT SIGNATURE Approved 0,Not A.' /rADDRESS w PHONE 1 , ii p*v i � i w•F •. • ' NIER �iSTEM / Z • own • I ,• a .l� . r. LEGAL DESCRIPT, TO WATER TA8LE �iS • I S iTY • • • • ` • Sh/ f0 D••• i SINGLE RESIDENCE 0 PUBLIC WATER ;:WATER SYSTEM SYSTEM �! NAME 1i ;COMMERCIALONLY LIQUID WASTE G.P.D. DIRECTIONS TO SITE: R • f / r • / va SITE PLAN AND SPECIAL ✓i�k4 la5�4 ��j'rsw!'01, STIPULATIONS 'f rt t , DIRECTIONOF DRAINAGE) •• • • ,■■ ■ ■s■a■■ra■ ■ ■ram , ■r �t+■ ■w ■ i rii i��i miss masss==grm �Wil :r�wCi■■ �#1 �i`, ■�1i��� �CmrCa =■sa■Cs■s�" ■rC .. ., ►a..•+ . . : ■as rw w mar ■mass ■■ ■■■m mmo I I -.� �•.=�rt�■C■z..t�:�■SC Haas~ j� al r11121 mmigna s �Ca In irmi%C rir �, � ■ CNii r�'rai' rip OUR i:: .■ ■sirCmaamimll;anll■ ■: ms Easr ' ra'■"�i■ � ■w■■. .■r: waswwa�a+ ■ : "ni■■ �r!'"w9r_#mmm ■■Cma i�ir "■■ :�aa■a iii ■■mwrr iii aa■■■siawa■ ■■■,■rmis�i ■■ i■�ur ■ :I_a'_u 41116 r■ason man ■,■ r �ia■ ■■ rrr r■ ■ ■nrr ■rrrw■a, = MEN 0� � 5.Zwmnowmnfnss�ssm '� siC C ='� m■asr�i s+m■sir■■■a a I ! =rion lips it Cmmmmra ir•iii /f �C�m���bii�C mmm : � m r :C■■:�ason:mn■ is �I .-' ;•.....s.■m ■ m■■■: ■ ■wmr�ia: glom ■ mi•' ti 1(ji Im■M".mnsomm■ns■r �■im ■ rm s:as■■r■m■a :■ an ■1� .■ � �m1irR!■■far-)7Hc:r,#IS1 41-AM f:: 4V s� � a:■wr■■ an IN ar■■■ :C:ms Caw :ism:�ii' i ;►r� -'�s� iQ'��'��■�'s,■ ■ Chi r■isiimi�imi ' ii' s'�"r"m:mi'm'milIN ess ■■� ■C� ■ ■sma■ ■swam+■ ■■■Cosa ■m am■ �fami �n a 11 s Win wr ��r■■�m ill C ■r■ mks= Cali : sm m■i ■ ■■■ : isass MINN MMM a MINN ri■arms ■ ■■!m CC was mass Samsung mi�iis ■ ■ i■m C aCir Ong m■=a■'C0' ■■af ' '■■s `was■aa■r�i:■r■Nunn■■m:■�i rC w+ CC■�r�`�■■C■r■+sia 'nww�i■■o rr■ as rr■mfmmiiasIS■swooar■si::r■on as on r i aI■C sM,�rrisoonri s' i:ri : 'mNunn IN its ra 'm■■ r■rmam■s■■rasr■r ■■nsi �■ m :■ :■riiissia■UM ara■rss�a=i:s::i: :Cis" so rm r :sssInmiss :ms:r■ ii"■minim ■mms mm■ ■I ■ asi'�iC'miIon �r r ■m= : : = a■mrTimIi:Ci 's s s H •m■�■� ■C MINNMI�NK " ■:■.;�r�.�.■C�an ••• !•� � IN i.t•i•�rr������a.rrrrr�r1r rr..r��rL rr .r E YY.Yariiryr�i1 MASON COUNTY i GENERAL SERVICES DEPARTMENT 13 g P.O.BOX 186•303 NORTH 4th STREET• SHELTON,WA 98584 PHONE(206)426-5561 RECORD OF FINAL INSPECTION OF YOUR SEWAGE DISPOSAL SYSTEM OWNER WASHINGTON STATE PATROL ACADEMY ADDRESS DAYTON=AIRPORT ROAD, SHELTON, WASHINGTON THIS RECORD IS NOT A GUARANTEE OF PERFORMANCE. CITY SHELTON, ZIP 98584 A SEPTIC SYSTEM IS NOT A MUNICIPAL SEWER. HOWEVER WITH PROPER MAINTENANCE AND CAREFUL USE OF LEGAL DESCRIPTION WATER IT CAN GIVE MANY YEARS OF TROUBLE FREE SER- VICE. MANY PROBLEMS WITH SEPTIC TANKS ARE CAUSED SOIL BY FLUSHING EXCESSIVE AMOUNTS OF PAPER, CLOTH COMMENTS AND PLASTIC MATERIALS DOWN THE DRAIN, OR BY SITE FIELD X LARGE AMOUNTS OF WATER FROM LEAKY FAUCETS OR NO. SIZE FAULTY FIXTURES. DEPTH TO MONTH THE SEPTIC TANK ITSELF SHOULD BE CLEANED EVERY WATER TABLE OF YEAR TWO OR THREE YEARS DEPENDING ON THE HABITS OF THE INSTALLER FAMILY, THE NUMBER OF FIXTURES IN THE HOUSE, AND ROMINE EXCAVATION, 3197 JACKSON HWY CHEH THE AMOUNT THAT A GARBAGE DISPOSAL IS USED. CLEAN- SIZE ING AT THE RIGHT TIME WILL AVOID THE RISK OF INJUR- SEPTIC TANK (S) 1200 gallons ING OR DESTROYING THE DRAINFIELD DUE TO SOLIDS DRAINFIELD FEET CARRYING OVER INTO THE DRAINFIELD. CALL THE LENGTH 80 feet MASON COUNTY HEALTH DEPARTMENT FOR A LIST OF TRENCH AREA SQ. FT. LICENSED SEPTIC TANK CLEANERS IN YOUR AREA. THE 2�+0 square feet CLEANER CAN SERVE YOU BEST IF YOU SHOW HIM THIS TILE ❑ CORRUGATED ❑ RIGID ❑ CEMENT RECORD WHEN HE COMES. DEPTH R DEPTH ROCK TOTA HEAVY TRUCKS OR EQUIPMENT SHOULD NEVER BE BELOW CU. YDS. plpE DEPTF DRIVEN OVER THE TANK OR DRAINFIELD. CONSULT THIS SPACE RESERVED FOR RECORD IN CASE OF ANY BUILDINGS, DRIVEWAYS, REPLACEMENT DISTRIBUTION FIELD: SQ. FT SWIMMING POOLS, OR EXTENSIVE GRADING OR FILLING ARE LATER CONTEMPLATED. NORTH SHRUBS OR TREES SHOULD NOT BE PLANTED CLOSE TO THE SEPTIC TANK AS THEY WOULD INTERFERE WITH CLEANING OF THE TANK. THEY CAN BE PLANTED IN THE DRAINFIELD AREA PROVIDING WILLOWS ARE NOT USED. THE YARD GRADE IN THE DISPOSAL AREA SHOULD BE SUCH THAT SURFACE WATER IS NOT POCKETED ON THE DRAINFIELD. ANY SETTLING OF THE GROUND OVER THE TRENCHES SHOULD BE FILLED IN WITH SOIL. DO NOT EX- CESSIVELY WATER THE LAWN IN THE DRAINFIELD AREA. ^ WATER EVAPORATION FROM THE DRAINFIELD IS ABOUT a,,5 /,a IA/d EQUAL TO ONE HALF INCH OF RAIN PER DAY. FOOTING DRAINAGE, DOWNSPOUTS AND WATER _ SOFTENER RECHARGE WATER SHOULD NOT BE CON- NECTED TO THE SEPTIC SYSTEM OR DISCHARGED INTO THE DRAINFIELD AREA. THE TYPES OF BACTERIA NEEDED IN A SEPTIC TANK ARE ALWAYS FOUND IN SEWAGE. THERE IS NO NEED TO ADD YEAST OR OTHER STARTERS TO A SYSTEM. THE USE OF RE- JUVENATORS OR CHEMICALS TO CLEAN A SEPTIC TANK HAVE NOT BEEN PROVEN TO BE BENEFICIAL AND MAY BE HARMFUL BY FLUSHING SOLIDS OUT OF THE TANK OR BY CHANGING THE CHARACTERISTICS OF THE SOIL. THE NORMAL USE OF BOWL CLEANERS OR CLEANING COM- POUNDS WILL NOT KILL THE BACTERIAL ACTION OR SLOW SOUTH DOWN THE OPERATION OF THE SEPTIC TANK. THIS IS AN IMPORTANT DOCUMENT DATE `� SIGNATURE OF INSTALLER KEEP IT WITH DEED OR OTHER ! �� - o 7 C�-t��� �' L ESSENTIAL PAPERS. DATE SIGNATU OF INSPECTOR ROMINE EXCAVATION 3197 JACKSON HWY. *� { CHEHALIS, WA 99532 (206) 748-3057 W.M.B.E. o � - - ( - AYE ' i r T o O F T- TAHk iIvLP--r j. . )s �3„ _ fiaNK OUT e 1 �s �! y`' - gcho w F. is 1�r�;N1. �Ne jS -tr2. � J4N 28 i9�f TA IV 1 s �,j�ro X i/►l A r'�j..�/ ;' e-0� ��� 'ii f GENEPAL SgWICES /.2a0 ga//oh T h,e r