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HomeMy WebLinkAboutApplication- Permit• Garfield County Building & Sanitation Department 108 ? Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address NO. f (c) rati C_ ict CC3 Nature of Work LIN-15U r Building Permit 9l �E C - ('� �, Use of Building LI )1 (Lmi1 .A Dar CPI n s Owner We Contractor_ p t_1 7'+syy� Amount of Permit $ "act, —A ER Date Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8' Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Parcel/Schedule No: 218502400046 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY CI VEN IN 30.25201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICFECF, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom003 THEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (DYn1AL): t -�5 115J •?' q/t91 Job Address: 1308 rrnlnty Road 129 GI ...Li SPiifgS g/be/ 1 Lot No: Block No: Subd. / Exemption: Rock Gardens PUD 2 Owner: Kpvin Srhnpirler Address 1308 CR 129 Glenwood Springs Ph: 970 945-6737 WkPh: 3 Contractor: Custom Building Inc. bGlenwood Address: 280 Lariat Ep.' Ph`970 963-2194 Lic.No. 4115-R 4 Architect/Engineer Zancanella & Assoc. Clenwaoq: AdrEss: 1005 Cooper Springs A1�v970e.gs 5700 Lic. No. PE 20481 E 2048 5 Sq. Ft. of Building: 1464 q. 43 acres Height: 1245 g 1 6 Use of Building: vosgtnvatpr treatmaDt plant , 7 Describe Work: cons r - - - II - t • -t 8 Class of Work: 5t New o Alteration o Remove o Addition o Move 9 E 10 Garage:N/A ❑ Single o Double Carport: o Single o Double 'g Driveway Permit o On -Site Sewage Disposal ❑ Site Plan /x-R-,IAtIDT (Septic) N/A ° 11 Valua ' of Work: 5 350, 000.00 Adjusted Valuations: S 3� eaO r 12 CM tial onditi 0litt CO. alp," 0,4 S ^ Ft . ,,r4 pi 11-444441 7 MO 4-U.44k �(4n/ 61ef 6 Zr.14 /1 !i '2"C`1"4NOTICE A SEPARATE ELECTRICAL PERMITIS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDONED FOR A PERIOD OF IM DAYS AT ANY TIME AFTER WORK I5 COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL THIS OF LAWS GOVERNING Ts TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFI ' HEREIN OR NOT. THE GRANTING OF A ERMIT DOES NOT PIL_',�f� E TO IVE AUTHORITY TO VIOLATE ode ANCEL THE PRO Ip1 F 1 HER STATE OR LOCAL LA GULA �C CONS 1.•. T1s' PERFORMANCE OF CONS' r) Iry %//Oilier i g/27/1.? Plan Check Fee: Permit Fee: / 5555 c 4 2393.75 Total Fee: Dated Permit Issued: '7Q 3 l / 7 C Group:� c 2 os Type: Zoning: Setbacks: Manu. Home: ISDS No. & Fee: .twAr++ vT BLDGD -._ --1y��S� APPROV IATE AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY CI VEN IN 30.25201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICFECF, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom003 THEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (DYn1AL): t -�5 115J •?' q/t91 The following items are required by Garfield County for a final inspection: I. A final Electrical Inspection from the Colorado State Electrical Inspector: 3. Permanent address assigned by Garfield County Building Department posted where readily' visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing: 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water. non-absorbent floors and walls finished and a privacy door: 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 3(Y high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building: 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; S. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupant use and the issuance of a Certificate o ccupancy for th ling under building permit = . Signature Date Bpcont03/2004 • y w G October 26, 2004 �i� 4 EPARt Ron Wiedler High Country Engineering 1517 Blake Ave, Suite I01 Glenwood Springs, CO 81601 Dear Mr. Wiedler, This is a follow up letter about the buildings that are required to have or not have an automatic fire suppression system installed in them at the Rock Gardens; County Road 129, No Name, Colorado. From the plans drawn on 7/27/04 by DD of High Country Engineering, Inc the following building will need to have automatic fire suppression systems installed in them: • Proposed bath house • A11 of existing office building when expanded • Proposed shop by storage and restroom building • All of existing storage and restroom building when expanded • Retained bath house if expanded (depending on expansion and uses, submit plans to Glenwood Fire Department for review prior to building, for finial ruling) • Proposed community center • Any other future buildings that are not on the plan at this time shall be discussed with Glenwood Springs Fire Department prior to building to determine if they need to have an .automatic sprinkler system installed in them. The new wastewater treatment plant will not need an automatic fire suppression system installed in it. Building that have automatic sprinkler systems installed in them will need alarm systems also designed and installed to NFPA 72 standards. This requirement was on my initial project review on August 5, 2003.Tom Zancannell.a needed this to present with other documents to the Garfield BOCC during the project approved process. if you have any questions please contact me. S1Acerely J Ronald L. Biggers Fire Protection Analyst r0ited 9092 S06 sL6=aI UAW? W T J nnnnld']^n CT • l7 4.0_0M_T7 P;:n[[','F r[l:ai _r. �nn_n.. _rnpe.:noa .:• d ••>1 F:.;i. _ ,S;(:,y-s 7e' eu;1. 72x,/ z y' COLORADO STATE ELECTRICAL BOARD 1580 Logan Street. Suite 550 Denver, CO 80203-1941 PERMIT ;#. 547622 Inspection Report Oast Inspected 07,2512005 Permit REEVES AND SONS ELECTRIC holder PO SOX 1198 SILT E, 652 Phone. (970) 876-0545 Pax. (970)876-0546 Erre cindygreeveselectric.com Site 1308 Co Rd ' 29 No Name, Garf eid County Owner Kevin Schneider Phone: Status Accepted Inspection type. Fine Partial Inspection'N NEW OTHER —rim Permit:N E_OTHER Inspector Greg Wingers 970-625-4561 C orrecuons Comments 7'21020(5 Rag: Sep 14 04 10:23a District 1 970-945-1318 p.1 Garfield County Road and Bridge, District 1 7300 Hwy 82, Glenwood Springs, CO 81601 970.945-1223 ph. 945-1318 FAX Date: 09-14-04 To: Building & Planning From: Bobby Branham Re: Driveway permit exemption Forte1aititrra" 1308 CR 129 Glenwood Springs CO 81601 Ph. 970-6737 Zanaaammailarants, _ \ fOO5 Doper Glenwood Springs CO 81601 Ph. Fx Fx. 970-945-1253 Location: 1308 CR 129 Glenwood Springs CO 81601 Scope of Work: Obtain building permit Road and Bridge Concerns: This property lies outside the system of maintained county roads, and is therefore exempt from County driveway permit requirements. Bobby Branham Dist.1 Road and Bridge GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. J Plans to be included for a Building Permit must be on draft paper at least 18"x 24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be retumed. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. NOTE: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the finalplat with the proposed structure located within the envelope. Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project .r 3. Are the plans submitted for application review construction drawings and not drawings 2 J that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes )( No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project )( 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes )' 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes )( No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes No Not necessary for this project )( 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project x 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes X No Not necessary for this project 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes )( No Not necessary for this project 11. Do the plans include design loads as required for floor Toads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 160? Yes )( No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes X No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes )( No Not necessary for this project 3 • 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes )( No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes No Not necessary for this project iC 16. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes X No Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase 1I EPA certification? Yes No Not necessary for this project X 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No Not necessary for this project,C 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No Not necessary for this project,( 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No Not necessary for this project k 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No Not necessary for this project X 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes )( No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5-A) 4 Yes No Not necessary for this project 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project j( 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project X 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project X 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes X No 29. Have you designed or had this plan designed while considering building and other construc;ion code requirements? Yes X No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final ins ection by the Garfield County Building Department? Yes No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoninj>/Resolution for setbacks. Yes �c No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes )( No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your buildin ermit? Yes 7t No 5 • 34. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes X No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes X No 36. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. }ley 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re -inspection fee? Yes X No 38. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from the Garfield County Road & Bridge Department or if applicable the State Highway Department? Ifa permit is not necessary, then a letter stating that information is required. You can contact the Road & Bridge Department at 625-8601 or refer to the phone book for the State Highway Department phone number if applicable. Yes ,)( No N/A 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be requir d at time of inspection. Yes X No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes No 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes X No (Please check with the building department about this requirement) 6 • 42. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes No N/A )' 43. If you are within five (5) miles of the City of Rifle or the Town of Parachute, have you checked with them concerning water shed protection zone permit requirements for ISDS and other activities? Yes No N/A X I he eby acknowledg est of my a at I ve read, understand, and answered these questions to nature Date Phone:9/$ bV) (days); 91/e/—«Fi (evenings) Project Name: ,W OC/L t�jQRA�-/ r P49) Project Address: / 7o 2 G�- /a g — /6O/ Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. 7 Gtech HEPWOFTH-PAIM:AI: Gw = HIJI=A_ .August 10. 2004 Rock Gardens RV Park Attn: Kevin Schneider 1308 Road 129 Glenwood Springs. Colorado 81601 ti^: Tounr. f: -.Jaz! __— u.nC ,k Er, incculeH i:c0C, 11 Job No. 101 771 Subject Update of Geotechnical Study Report for Waste Water Treatment Plant and Pavement Section, Rock Gardens RV Park. Garfield County, Colorado Dear Mr. Schneider: As requested by Ron Liston, we are providing an update to our geotechnical report dated September 30. 2003 for the waste water treatment plant foundation design at the new proposed site. We are also providing a recommended pavement section for the on-site roads as requested by Ron Weidler of High County Engineering. The findings of our review and recommendations for the foundation and pavement section designs are presented in this report. The services were performed as a supplement to our proposal for professional services to you dated September 17, 2001. Waste Water Treatment Plant: The new proposed plant site is located in the southeast corner of the property on the old alluvial fan terrace. There has been some disturbance b3 the prior development but the proposed construction is expected to penetrate down to the relatively dense natural coarse granular subsoils. The plant will just encroach the steep terrace escarpment and the recommendations presented in Slope Stability Analysis section of our previous report should be followed for the foundation design. We should review the plant foundation design prior to construction for compliance with our recommendations. The completed plant excavation should be observed for bearing conditions and slope setback criteria prior to foundation construction. Pavement Section Thickness: The roads will be asphalt paved. The subgrade soils consist mainly of slightly silty sandy gravel with cobbles and boulders that are considered a good material for pavement support. The pavement section should consist of at least 3 inches of asphalt on 6 inches of CDOT Class 6 base course. The suhgrade should be prepared by removing the vegetation, topsoil and existing fill and debris from prior development to expose the coarse granular soils. The suhgrade should then be moistened to near optimum and compacted. Required embanlunent fill should consist of the on-site gravel soils excluding rock larger than about 8 inches. The embankment fill and base course should be compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. The subgrade should be proof rolled with a heavily loaded pneumatic tired vehicle prior to placing pavement materials. Areas that deflect excessively are not stable and should be removed and replaced with compacted structural fill. Surface drainage should be designed to not pond on or adjacent to pavement areas. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 Rock Gardens t:A Pad: August 10. 2004 Paas - The recommendations submitted in this letter are based on our review of the geologic conditions and the soils identified lm the previous subsurface exploration at the site. Variations in the subsurface conditions could increase the risk of foundation oi slope movements. We should be advised of anv variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. W'e should observe foundation excavation and conduct observation and testing of structural fill placement for compliance with the project specifications. If you have any questions or need further assistance, please call our office. Sincerely. HEPWORTH — PAWLAK GEOTCI-]INIICAL, INC. Steven L. Pawlak. P.E. SLP/ksw cc: Land Design Partnership- Attn: Ron Liston Zancanella Associates- Attn: Tim Beck High Country Engineering- Attn: Ron Weidler JobNo 10] 77] G oPtech • Gafield County Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 Plan analysis based on the 1997 Uniform Building Code Project Number: Date: October 12, 2004 Project Name: Rock Gardens Waste Water Treatment Address: 1308 County Rd. 129 Occupancy: F2 Construction: V -N Contractor: Architect: Engineer: Report By: Custom Builders Zancanella A. Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. DRAFT STOPS: If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Waste Water Treat. 14 1 TOTAL 14 1 2.8 No N/A 2.8 No N/A N/R N/R Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 Page # 2 Code review for: 'Project IA.: Rock Gardens Waste Water Treatment Address: 1308 County Rd. 129 FOOTNOTES: FLUSH AND SURFACE BOLTS: Manually operated edge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5.2 The travel distance for the major occupancy may be 300 feet. -- Sec. 1004.2.5.2.5 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class C. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements. Page # 3 Code review for: 'Project 14.: Rock Gardens Waste Water Treatment Address: 1308 County Rd. 129 VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 INSULATION NOTES: 1) All insulation material including facings are required to have a flame -spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 1 Page # 4 Code review for: 'Projtct Id.: Rock Gardens Waste Water Treatment Address: 1308 County Rd. 129 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and Showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Page # 5 Code review for: 'Projgct I4.: Rock Gardens Waste Water Treatment Address: 1308 County Rd. 129 ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches. There must be 30 inches or more clear height above the access. -- Sec. 1505.1 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50% of the required ventilating area is provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eave or cornice vents. -- Sec. 1505.3, Exception 1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 1505.3, Exception 2 3) Where eave or cornice vents are installed, insulation shall not block the fee flow of air. A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing. -- Sec. 1505.3 PLAN REVIEW CHECKLIST Applicant ?rri lam /{ „sic Date /D•/3•a� Building hngineered Foundation ,(j,,dDriveway Permit ./Surveyed Site Plan /% 4. Septic Permit and Setbacks ,,/ tirade/Topography 30% x/4 Attach Residential Plan Review List Minimum Application Questionnaire subdivision Plat Notes Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker `Attach Conditions _Application Signed tt�PPllan Reviewer To Sign Application ,// Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes -A ROCK GARDEN RV PARK Job# 6743 FIELD ERECTED EXTENDED AERATION PLANT SPECIFICATIONS WITH MECHANICAL AERATION GENERAL: The Contractor shall construct a wastewater treatment plant, in accordance with the accompanying plans and specifications. The plant shall be based on a McNeill Water & Wastewater, Inc. design for a Model HEX -40 Extended Aeration Sewage Treatment Plant. The plant tankage shall be of 4,000 psi 28 day, TYPE II cement, poured in place concrete. The plant shall be capable of treating 40,000 gallons per day average of domestic sewage containing 250 parts per million 5 -day BOD and suspended solids. The reduction rate of 5 -day BOD and suspended solids shall be in excess of 90%. The plant shall consist of : Oxidation Ditch. Clarifier, Aerobic Sludge Digestion and Chlorine Contact Chamber. The Oxidation Ditch shall have internal flow -equalization and shall have adjustable flow rates to the Clarifier based on the Average Daily Flow (ADF) plus Return Activated Sludge (RAS). OPERATIONAL MODE: The sewage treatment plant is designed so that it can be operated with varying flows by programming the Mechanical aeration timer. adjusting the sludge returns and sludge pumps adjustable flow rates from the Oxidation Ditch to the Clarifier. PLANT TANKAGE: AERATION: Capacity Detention @ ADF Tank depth Water level FLOW EOUALIZATION: Capacity Detention @ ADF = Percentage of ADF = 40,930 gallons 24.56 hours 15 feet 12 feet Variable to 14 feet 6,833 gallons 4.1 hours 17.1% _1. 0 AEROBIC SLUDGE DIGESTER: Capacity (max.) Cubic feet/ Capita Tank depth Water level Freeboard CLARIFIER: 6,261 gallons 837 cubic feet 15 feet 13.5 feet 1.5 feet Volume = 11,908 gallons Surface Settling Rate = 301 G/SF/Day Weir Overflow Rate = 1,053 G/LF/Day Detention Time = 7.09Hours Tank depth = 15 feet Water level = 12 feet Freeboard = 3 feet CHLORINATION: Volume = 2,171 gallons Detention Time = 31.46 minutes at peak flow Tank depth = 15 feet Water level = 10.75 feet Freeboard = 4.25 feet EQULPMENT: AERATION The oxygen and mixing requirement shall be provided for, by two TORNADO Surface Aspirating Aerators as manufactured by AEROMLX SYSTEMS,INC. Each shall be rated at 5.0 hp., 1,750 rpm, 230 volt 3 phase. The aerators shall be fabricated of stainless steel. The Aerator run time will be controlled with a manual percentage timer. Both aerators shall be installed, with one as a primary and one as a back-up or reserve unit. The primary power source to the facility is single phase and each aerator shall have a variable frequency drive to convert the power to three phase and vary the rpm of the units. } FLOW EQUALIZATION: Flow Equalization shall be provided within the Aeration Ditch by the utilization of excess capacity located above the twelve feet static water level. A Flow Control Box, located at the outlet of the Ditch, shall be provided, as manufactured by McNeill Company, Inc. The Flow Control Box shall be equipped with an adjustable lower egress opening that is operated by an aluminum hand wheel. The lower egress opening is adjustable to the desired flow rate to the Clarifier. The flow rate should be the sum of the ADF and the rate of RAS. In the event of an abnormally high and extended surge condition the flow will exit to the Clarifier via a secondary egress by way of the open top of the Flow Control Box. As the extended surge condition subsides, the flow equalization will allow the normal fluctuations within the aeration basin. CLARIFIER: The circular clarifier will be equipped with a 13' diameter sludge collector that will move the thickened sludge to the center collection sump where the sludge will be pumped to the head of the oxidation ditch. There will be two sludge pumps capable of returning from 0 to 150% of average daily flow to the oxidation ditch. The clarifier shall be equipped with a stilling, or directional baffle and a scum baffle as detailed on the drawings. The stilling well shall be equipped with an air bubbler to avoid surface build up of caking solids. Two, self-adjusting, floating surface skimmers, located adjacent to the scum baffle, will collect and remove floating debris from the liquid surface. The skimmers shall have an airlift discharge pipe routed to the aeration zone. BLOWER: A simplex Sutorbilt blower, Model 2L, system shall be provided. The blower motor shall be 2 hp. 230 volts, I phase. A spare. unmounted, blower will be provided for back up. The oxygen and mixing requirement at the digester shall be provided for, with 2 coarse bubble diffusers providing a minimum of 25 cfm. Clarifier scum skimmers will be provided with 8 cfm air each and the clarifier bubbler shall be provided with 4 cfrn air. The blower shall produce a total of 37 cubic feet of air at 5.9 psi. RAS/ WAS PUMPS: Two RAS/ WAS pumps shall be provided. The pumps shall be Crown, Model PO3LB, 3 hp, 230v, 3 phase. Each pump shall be capable of returning 0 to 150% average daily flow from the clarifier to the oxidation ditch. The output of each pump shall be capable of being controlled, via a variable frequency drive, either manually or as a function of the plant output as measured by the influent flow meter. By way of optional piping and valves, one RAS/WAS pump can also be used to pump waste sludge to the Sludge disposal station. DIGESTER SUPERNATE PUMP: One Digester Supemate pump shall be provided. The pump shall be a Goulds, Model 3885/WE0312L, 1/3 hp, 230v, 1 phase. The pump shall be capable of pumping 80 gpm at 10 ft.TDH and shall be mounted on a hoist with a flexible discharge hose to allow variable decant levels and shall be manually controlled by the operator. DISINFECTION: Two Pulsatron A+ chemical feed pumps shall provide for hypo -chlorination. FLOW METERS The plant shall be equipped with ultrasonic flow meters on the influent and effluent of the plant. The flow meters shall be Greyline, Model OCF IV flow meters and each shall have both instantaneous and totalized flow readings and storage in memory. The RAS/WAS pumping system shall be equipped with one magnetic flow meter that shall monitor the flow from the Clarifier sludge draw - off piping. The meter shall be as manufactured by Master Meter, Model M2200. The Influent flow meter shall provide a 4-20 ma signal to the VFDs of the RAS/WAS pumping system to allow pacing of the RAS/WAS pumps to the influent flow rate. ELECTRICAL CONTROL PANEL: An aluminum electrical control panel shall be provided including the necessary circuit breakers, fuses, magnetic motor starters, variable frequency drives for the RAS/WAS pumps and mechanical aerators, mechanical aerator timers, time clock, switches and circuitry to operate the blower, pumps, and mechanical aerator. All motor starters are equipped with elapsed time meters and hand -off - automatic selector switches. i MANUFACTURER SCOPE OF WORK: As manufacturer of the plant equipment, McNeill shall supply the following: FABRICATED ITEMS: -BRIDGE FOR CLARIFIER -BRIDGE FOR ASD/CCC/AERATION -HANDRAILS, KICK PLATES, FASTENERS - 3 INCH STAINLESS STEEL TANK STIFFENERS (3) -FLOW CONTROL BOX/HANDWHEEL/STAND (I) MECHANICAL: -5 H.P. MECHANICAL AERATORS (2) WITH MOUNTING -3 H.P. RAS WAS PUMPS (2) WITH PIPINGNALVES -SUPERNATANT PUMP/HOIST/PIPING (1) -REUSE WASHDOWN PUMP/PIPE/HOSEBIBB/CONNECTOR CLARIFIER EQUIPMENT: - SLUDGE COLLECTOR/MOUNTING HARDWARE -CENTERWELL/MOUNTING BRACKETS -SKIMMERS/AIRLIFT/PIPING/BRACKETS -STAINLESS STEEL EFFLUENT WEIR/BRACKETS CHLORINE CONTACT EQUIPMENT: - BAFFLES/BRACKETS -EFFLUENT V -NOTCH WEIR BOX. -HYPO CHLORINATION PUMPS/TANK PIPING: -RAS/WAS VALVES PIPING HEADER -RAS/WAS PIPINGNALVES TO & ON PLANT - AIR HEADER TO ASD(DIFFUSERS - AIR PIPING TO CLARIFIER/BUBBLER/SKIMMERS - SUPERNATANT PIPING - TANK FLOW THRU PIPING/w/SEALS AS REQUIRED ELECTRICAL: -CENTRAL CONTROL PANEL -SAFETY DISCONNECTS (8) INSTRUMENTATION: -INFLUENT FLOW METER -EFFLUENT FLOW METER - RAS/WAS MAG METER - ELAPSED TIME METERS (IN CP) MANUFACTURER SCOPE OF WORK (cont'd) HARDWARE: -BOLTS AND HARDWARE TO ASSEMBLE EQUIPMENT -ANCHORS TO ANCHOR HANDRAILS/EQUIPMENT FIELD ASSISTANCE: -FIELD ENGINEERING DURING LAYOUT (ONE VISIT UP TO ONE WEEK TOTAL) -FIELD ENGINEERING DURING EQUIPMENT INSTALL (ONE VISIT UP TO ONE WEEK TOTAL) -FIELD ENGINEERING DURING START UP (ONE VISIT UP TO ONE WEEK TOTAL) -TECHNICAL BACK-UP/PHONE/EMAIL/FAX/ETC (AS NEEDED) ITEMS NOT INCLUDED BY MANUFACTURER PIPING (N.I.C.) - ALL UNDERSLAB PIPING -INFLUENT PIPING ENTERING PLANT - EFFLUENT PIPING LEAVING PLANT -RAS/WAS SUCTION PIPING (FROM PUMP HEADER TO CLARIFIER/ASD (UNDERGROUND) - BUILDING PIPING -RAS/WAS PIT SUMP PIPING -YARD PIPING/POTABLE WATER/SLUDG STATION MECHANICAL: - SLAB SUMP PUMP -EQUIPMENT N LAB BUILDING -INFLUENT SCREENING/BOX -INFLUENT FLUME/BOX ELECTRICAL: -LIGHTING - FIELD WIRING/RECEPTACLES MISCELLANEOUS: -STRUCTURES - LAB BUILDING/CONTENTS • 8//3104 SERVICE: After the plant has been installed, the electrical and sewer connections made and the tanks filled with sewage, a trained representative of the manufacturer will check the installation, start up all equipment and instruct the owner and/or his representative in the operations and maintenance of the plant. WARRANTY The McNeill Water & Wastewater, Inc. shall warrant all materials and workmanship to be free from defects for a period of three years from the date of substantial completion. The manufacturer's liability pertaining to products or parts proved to be defective within three years from the date of delivery shall be limited to replacement or repair. FOB factory, McNeill Water & Wastewater, Inc., Toccoa, Georgia. Whether such defects are corrected by replacement or repair shall be left to the discretion of the manufacturer. The manufacturer's liability specifically excludes consequential damages, transportation, mechanical adjustments, installation and repairs not approved in writing by the manufacturer and other expenses related to the defect. McNeill shall warrant the plant process for a full (3) three years and that the plant will produce an effluent at or below 20 mg/1 BOD and 20 mg/1 TSS at all times the plant loading is less than 40,000gpd with a maximum influent BOD/TSS no greater than 250 mg/1. This warranty is valid only if the equipment is placed in operation within 30 days after installation. 40,000 GPI) 28 :AVG. GPM 69 :PI3AK GPI'1 II =C �uz C L•: m C.J. Z m m 1 13.00 15 1,592 1,592 11,908 11,908 133 133 M 301 90 t0 In L N `j U r !"' Z 7. 1 1•I IIY I1 1 1zJ 1 A'I. IlCAP 1 r 0 ri coca en p N r 290 290 _ 2,171 2,171 27 o. N N DEG RSTFRI O N. 1 8.83 N r •N r r M O co coW N e0 r CO N N CO b N e0 N to p N p L O— pj in � N Ci 4 24.56 1 Int IDC O0 e r r 0 p Q N r N r r- 5,472 5,472 40,930 O b C to v N 7 456 eV 1...N 73.50 II 1O1Al. OX1CIN REQ'D(I.13S) 125 1,115 02/ 111'/ IIR AVAII.ABLP I I 1.7 N O e+1 CO ri `1 Z C Ci vi r< C L ` ,.. U rr-< unl- I NTION TIMI SNN1'.L:IO 8 Ifily(IN� Y Z C L C i— i LENGTI1 OF TANK IIDfAME'I ER OF TANK L u C— -a C IJQI3ID I)EPTI1 EREE13Oe1RI) '' U ..... _> L CCCC�=L- >H)--W&l - U L v — < U u_ L ,-.<L < U C< > — X ` r CS V` L" Ce C L = Form. SURFACE AREA fSIIREACE LOADING (GAL/SF/DAY) WFII: I.GNGTIIIf 11 j p < Q Z 0 — L i OXYGEN REf)'Di I.f3 Ron POUNDS OF I3OD 1 C { 1_ -- IIP PROVIDED RESERVE IIP PLUS 'JACK -VI AIR RI QI11RED (BLOWER) — — ROCK GARDENS RV PARK JOB # 20739 MECHANICAL VENTILATION SPECIFICATIONS Main Area Ventilation: One Broan Model 353 gable mount attic ventilators with integral thermostat, Grainger stock # 4C671 with Dayton single panel aluminum shutters, Grainger stock #4C557. Passive intake louver (aluminum), Grainger stock #3C309. Fixed Attic (truss space) Ventilation: Two Grainger stock #4F953 adjustable frame intake louvers, one at each gable end. West end to be openable for attic access. COMARCO Industrial Inc., Page: 1 Phone #: 360 567-1680 Fax #: 360 567-1654 • FACSIMILE TRANSMITTAL Total # of Pages: 2 Date: January 15, 2003 To: Toni Zancanella Subject: Sewer Open Channel Screen Fax #: 970 945-1253 Order Acknowledgement Reference Job*. 303018 Reference Quotation#: 30105 NEVA Open Channel Screen Model #: RSM 8-30-6 Purchase Price: 510,750.00 Standard Terms of Sale: FOB: Purtiamh-OR (depending on final design we may have the screen sent directly to you. There would be no freight charge in this case) Delivery: 6 weeks ?Z— Payment: 25% with order, balance due on delivery We will shoot to supply the screen for 110V. A final specification sheet will be sent to you detailing the specifics in 4 — 5 weeks along with our installation and operation manual. Attached you will also find our invoice for the down -payment. Balance will be invoiced when order is ready for shipment If you wish w pay 100% down, we can give you a j% discount (5215). Thank you again for the order. Please sign and fax back this page for order approval. Sincerely, Dean Wood • Signature /1f ce Date 2111 SE Columbia Way • Suite #100 Vancouver, WA 98661 INVOICE COJAARCQ INDUSTRIAL. INC. 2111 SE Columbia Way, Suite #100 Vancouver, WA 98661 PM: (360)567-1680 FAX: (360)567-1654 TO: Zancanella & Associates 1005 Cooper Ave. Glenwood Springs, Colorado 81061 Invoice No. 0303018 - 1 Date: February 4, 2003 Order No. Verbal (Tom) SHIP TO: Zancanella 8 Associates 1005 Cooper Ave. Glenwood Springs, Colorado 810 SALESPERSON DATE SHIPPED SHIPPED VIA: F O.B. POINT TERMS: 6 weeks To be Determined To Be Determined Invoice Due on Receipt ITEM 1 QUANTITY DESCRIPTION UNIT PRICE TOTAL. 1 1 MEVA RSM 8-30-8 Total Due TOTAL THIS INVOICE Seiler has rte responslblllty for collection of Sales. Duty or Use Tax imposed by the tura of Colorado. 510,750.00 25% due with order 510,750.00 52,687 .50 $2.587.50 52,687.50 US Dollars Nk Ser. : : ;..:- : i Noliii. IP al - SELF CLEANING - COMPACT DESIGN - HIGH CAPACITY / LOW PRESSURE LOSS - LOW INITIAL THRESHOLD HEIGHT - EXACT BAR WIDTH - UNAFFECTED BY FATS, RAGS AND SAND - REPLACEABLE WEAR SURFACES - CONTINUOUS SCREENING MAT The MEVA MONOSCREEN Is a fine bar screen, specifically designed for small wastewater treatment plants taking Into account problems generally associated with this size of plant. Since the initial threshold of a small bar screen makes up a very large proportion of the usable bar screen surface, much innovative effort has been placed on further improving separation in this area. The screen has been designed such that the bar spacing along the whole length of th - screen Is equal and that the machine operates with a screenings mat almost contlnously over the entire surface of the bar screen. The screen is available In two sizes, RS 8 and R5 15, with bar spacings from 1-5 mm. COMARCO IL.,.ustrial Inc., Phot1c #: 360 567-1680 Page: 1 Fax #: 360 567-1654 FACSIMILE TRANSMITTAL Total # of Pages: 4 Date: January 15, 2003 To: Tom Zancanella Subject: Sewer Open Channel Screen Fax #: 970 945-1253 Tom. Further to our conversation this afternoon. please find below our quotation for an open channel screen suitable for your application. Quotation 0:30105 (1) RSM 8-30-6 - Effective screening width —12" - Total width = 16" Bar Spacing = 6mm (1/4") Discharge height above channel bottom 31.5" Bar thickness 3mm Frame thickness 5mm Material: frame, crossmembers, ban ctc. in 304ss Bearings; lifetime greased and sealed ballbearings Drive unit 1/2 hp worm gear motor, SEW Eurodrive Power requirements 220. Unit equipped with internal forme overload switch & on/off switch at unction box. Top and side covers in 1.5 mm 304 SS Price: 510,750.00 ,Standard Terms of Sale: FOB: Portland. OR Delivery: S weeks Payment: 25% with order, balance due on delivery Price: Good for 60 days 2111 SE Columbia Way • Suite #100 • Vancouver, WA 98661 The new design giv VEVA MONOSCREEN many advt. .ages, especially under the water surface down to the initial threshold. While retaining a low Initial threshold we have created a motion that guarantees thatthe maximum opening over the complete surface of the screen never exceeds the designed bar spacing. This, combined with the gentle motion makes It possible to remove only a small amount of the screenings mat at a time. This feature largely eliminates the "rush" of water which can occur through a screen after o screenings removal and is especially advantageous at small W 1P's where the flow through the rower end of the screen constitutes a major portion of the total flow. The moving parts are constructed so that they never come Into any position where they can open up or spread which can result in space between the bars being fllled with sand, screenings, etc. This eliminates any risk for blockage due to sand, stones, etc and also means that the screen does not need to make a complete cycle to its home position but can be operated with very short pulses, e.g. 1 /10 cycle every 7th second. It Is also possible to produce the screenings mat, to cover almost the whole screen thus leading to Improved separation. In summary, the MEVA MONOSCREEN can guarantee the gap width over the whole surface in every operating position. The screen is designed to handle flows up to 2W0 m'/h. For greater capacity, several fine screens must be installed In parallel or a larger MEVA fine screen choosen. RS8 RS 15 800 1500 A 700 1350 Wu 600 1100 Wd 1300 2220 E 1060 1620 C 1175 1780 0 65 70 B 0.37 kW 0.75 kW P 200-550 300.1000 F 300.650 400-1100 G Removal pant height Mos upstream water level Max downshearn water level Tota height Length to removal point Tota tengtn inittal mreshola Drive motor Effective width Tota width including frame Technical detect: MEVA MONOSCPEEN is a completely new design forst eening wastewater. The design is basea on alternate fixed and movable ban with screening ac. Son being produced by The moving bar UM which efts The screenings up In steps to the discharge pod t An Important design feature or The MEVA MONOSCREENtithe path which Movingunt Mtlows. nesmovement SneitherdreutornOrsouae butedJofca wino continuotslyklctea59ng affiance, Ming motion. The motion vorles along the screen: at the bottom. ie. under The water level. The motion resuts in osmooth and short step lift Le. design opffrnRea to give a fine ba screen with a given gap width producing rnal rnUrn removed which is o screen's pnmay task under the water surface. Above me victor revel Memo - Non becomes more circular ,.e. which multi In larger steps which is requltea to efficiently transport The :evenings above The water fever. This design gives MEVA MONCSCREEN =anal perfomhahce while &Nang a very uncomplcafed robust and mrn- tenonce nee meanontsm. Tescntenis mole ofstaines steel (SS 304) and hos no bearings or moving ports under the water surface. Automatic control: MEVA MONOSCREENshoukdbe controlled by some form Grieve! conlrolsuch os oirbubblers, piezometers. level switches etc. The level lssetso thatlhescreen receives a start Impulse just before 71e overflow revel Is moaned. The screen operating sequence is normally: o rotatory a pause (usually 20-90 sec), a rotation etc. in this wcy, a filtering met Composed of collected screenings further improves the separation ablely and performance of the screen. At higher flows the screen automatically approaches ofnost continuous operation. To further increase the separation ability. the screen con ae pulse operoted without consideration of the home position switch. Mar 98 Cann Industrial. Inc. 2111 SE Columbia Way Suite #100 Vanaottver, WA 90061 CE COMARCO .•adustrial Inc., Phont 4: 360 567-1680 Page: 2 Fax #: 360 567-1654 As this screen will operate continuousiy, we offer a 6 month parts warrantee on woriananship provided the screen is installed, operated, and maintained as outlined in our manual. Thank you for giving Comarco the opportunity to quote you on this screen. If you have any questions, please let me know. Sincerely, Dean Wood 1111 SP rnihtmkia Wav • Cute Yl CIO • Vannoy wry WA QRMMii nUa4i4 r. 1 STEPHENS-HARRIS ASSOCIATES, INC. ' POWER TRANSMISSION AND CONVEYING EQUIPMENT- HOISTS AND CRANES SHIP TO: 5605 SALMEN ST. lL9.RAILN,, LA 70123 PHONE (504) 731-6001 MAIL TO: P. O. BOX 23309 NEW ORLEANS, L4. 70183-3309 FAX (SO4) 731-6006 1/152003 QUOTATION 8011503 -CGA ZANCANELLA AND ASSOCIATES, INC. 1005 COOPER AVE. GLENWOOD SPRINGS, CO. 81601 ATTN: TOM WE ARE PLEASED TO OPFER THE FOLLOWING AS PER YOUR REQUEST. 2 - STRANDS OF NH43 REX POLYMERIC CHAIN 66 LINKS LONG W1TH K-1 ATTACHMENT EVERY 22 LINK 521334EA. 2 -1" DIA. X 18" LONG 303SS REDUCEYED SHAFT 588.00EA 4 - NH45-9T SPROCKETS 1" BORE KS & SS 3112.22EA 4— 1" STAINLESS STEEi, FLANGE BEARINGS $54.08EA. 1 - R37DT71C4 SEW EURODRIVE GEARMOTOR 1/3HP 15 RPM OUTPUT 3465.27EA. 1 - 50B12SS STAINLESS STEEL SPROCKET I" BORE KS AND 2 SS 5102.69EA. 1 - 50B18SS STAINLESS STEEL SPROCKET 1" BORE KS AND 2 SS 5134.08EA 10' - RC5OSS STAINLESS STEEL ROLLER CHAIN......... 314.86/FT 1- RC5OSS STAINLESS STEEL OFFSET LINK 53.86EA. DELIVERY 3-<lk*tcFs AZO F.O.B. FACTORY IF YOU HAVE ANY QUESTIONS, PLEASE GIVE ME A CALL ® 504-731-6001 RL.� r Li /Ax4 CHARLES J. ATANESEJR N . e/C4S k.4- '•4-0 COk(6+(LJCkco' </2t-.&8 /26 00 /..c' rp f A FAX TRANSMITTAL FROM: CAntik sadslMMt end LSI Equpnere AEROMIX Systems, Inc, 7135 Madison Ave West, Minneapolis, MN 55427 Phone: 763 / 746-8400 • Toll free: 800 / 879-3677 • fax: 763 / 746-8408 www.aeromix.com To: Mr. Cecil Henley From: David Erck Company: MCNEILL COMPANY, INC. Date: August 18, 2004 Fax number: 619-298-7510 Total no. of pages including cover: Phone number: Sender's phone number: 763 / 746-8400 Regarding/Order #: OPPORTUNITY NUMBER 42921 Sender's fax number: 763 / 746-8408 xURGENT 0 FOR INFORMATION xPLEASE REPLY OAS REQUESTED Dear Mr. Henley, Attached to this fax is the proper sizing calculation for your oxidation ditch. Please note the following changes: 1) BOD input = 220 ppm, TKN = 24 ppm, corrected capacity of 40,923 gallons. Interpretation of data: Oxygen power required for this application is 10 HP, minimum. Calculation of mixing requirements: 4 HP complete mix, and 1 HP partial mix. The proper interpretation of this data is to take the larger of the two values, 1 OHP. In addition, with an oxidation oval, because of the large wetted area, 1 OHP is an absolute minimum. I would be most confident in recommending two (2) 1OHP aerators for this application. Please be advised that the existing recommendation of two (2) five HP TORNADO aerators working together, and placed in opposite corners would be the minimum HP required. Please refer to attached diagram on the wastewater data questionnaire. Thank you again for the opportunity to be of service. The information contained in this facsimile is Intended for use only by the person addressed above and shall not be used by any other party for any reason. Any party reviewing this fax Is obligated to keep any and all information confidential which is listed as confidential. Please call 800 / 679-3677 or 763 / 746-8400 if you do not receive all pages or experience difficulty receiving this transmittal. We at ArROMIX Systems, Inc. wish you and your family well. Sincerely, David Erck AEROMIX Systems, Inc. Applications/Sales Engineer 800-879-3677 2 Aug '13 04 09:23a Cecil Henley Name Company. Address: Telephone: Farc &meA 619-299-7510 Todays Dates NC.- Quote Needed by. SystemNeededby / r p.2 /G%..t3/4 Budget•. i�/,9/�1.490 pf - s.So �- — (Cy 1O7lO Oslo Pde,vtey ga naanedI 1,214fliV/e c9n� WASTEWATER DATA QUESTIONNAIRE With no charge orootlgallon,nut experienced englnwedngdepann ntscalwas the data you provide and detarminetheright equipment and services le meet your needs. Just lax (76 .7a68600)or mail (It form to AEROMD(Systems, Ina at 7135 MattsonAve. West Minneapolis. MN 55127-601 General Into:matlon: Cala Ls 0 Actual orACaumed. 1 1 1 INFLUENT(ny 500 TSS TI0N FOG COD .770 DESIRED EFFLUENT (mg/11 000 TSS TICS FOG COD 40 Design SystemforAverageTjVes or 0 No 11 No, What? Sltelnformation: �J Wastowatersource: l� / 4i/ f�i Flow : •44 / 0100 (mpg) (nmo) Aeraeanaurarslyused?: ❑Yes or ' N /at � Minimum DOrequired: St Elevation: 1000 / lAounangReeled: WatetTemperatunx J,ererrnarc Maanum Design: LagoOas/Basin.: Ara icy ❑ Parallel or ❑Series Total Narver. DimerENOrrtc Available Power. Voltage o2.B Y Phase. / Herta tomo arm provde:4 pl asaskeMryourinstaalouan. Showi*tandoutAarmmtlaft& Paws .then inns. depin, slope and volare. Uae the wane Weal mil shoat I needed ddd sly e/11c4.laI /A) C12002. AIIwMIX Systems. inc. a elogsgqiiMechanical Aeration & Mixing Data Entry Sheet (Enter information on this sheet using option buttons and higNighted boxes.) Swiss is Aeration And t.gEu maR Step 1. Full Job name. Date: Step 2. r Process Tice Enter Information about the project Select the process seed unto!' measure — 0 Mere omeable 11 Endth Dbiswons AtO,A This Template O coated sludge 0 blesser O E4uasadov Base O taro) (ccaelete Ma) 0 Pmt Aeration Omit p Oxidation Ott Step3. Enter information about the basins using English dimensions. rSelect General Bann Share 0 swarUramnaular O Rum OOmtlry Owi II Basins are rectangular. enter dimensions in this table in feet. It Basins are tnangular. reduce one dimension by hall (feel). Call Ceti 2 Cell 3 Step 4. Width. SE length Width- rann3. length: Width: mmig length: s Enter Information about the plant Flow (Mill. Gal. / day):_ BOD5 mgi=220.Or les BOD/dayl. Ammonia (TKN) moil: 3_24 or lbs TKWday TSS mgA: _ >.' - Clean Estimated cost per kWh- 50.06 Hours 01 aeration/mixing / day Step 5. Step 6. ALPHA:'_ Nl:i BETA: a'". depth: AtInffel depth: ratblls: radius: depth `u�r,;;""!' radius j.r,.lbs 02 required/ lbs BOD: 02 required / 2e TKN: water Oxygen transfer rate (IbsJhp-h): Mixing rate (hp / 1000 cubic feet): Residual 02 required In basirgs): Operating Temperature (degrees F)'� Altitude in Feet (enter 0 for sea lever):':'';"_ Or enter basin Volume (R') 5,4 lry 4� i.:F.J�.. RIiJ "::.yh iS Make changes here 2.00 Alt 02 Cwa 730 Choose "Auto Select Aerator" to find the most economic& AEROMIX mechanical aerator and/or mixer based on this Information. Select HURR CANE, MONSOON, TORNADO, Turbo Charged TORNADO. Blower Assisted TORNADO. TWISTER, or RIPTIDE to evaluate specific unit performance. Selected Aerator: TORNADO – E9raurie t Dodoes 0 mita O NURFUME O Noxsaon @ TORNADO 0 Turbo charged TORNADO O bower Magma TORNADO O TWISTER O RIPTIDE Click the 'Comparison' tab below to aee a comparison among all AEROMIX mechanical aeration products. Click on "Mechanical Printoutto see complete details on the selected product. Page 1 Alpha Beta Domestic Waste 085 095 Pulp Bleach 0.90 0.90 Pulp Mill 080 0.90 Dairy Waste 0.61 0.80 Petroleum Wastewater 0.60 0.85 Meal and Poultry 0 61 0.80 Vegetable Processing 0.95 1.00 730 Choose "Auto Select Aerator" to find the most economic& AEROMIX mechanical aerator and/or mixer based on this Information. Select HURR CANE, MONSOON, TORNADO, Turbo Charged TORNADO. Blower Assisted TORNADO. TWISTER, or RIPTIDE to evaluate specific unit performance. Selected Aerator: TORNADO – E9raurie t Dodoes 0 mita O NURFUME O Noxsaon @ TORNADO 0 Turbo charged TORNADO O bower Magma TORNADO O TWISTER O RIPTIDE Click the 'Comparison' tab below to aee a comparison among all AEROMIX mechanical aeration products. Click on "Mechanical Printoutto see complete details on the selected product. Page 1 NERTE 111 \N SpectaUSts /n Aeration And Mixing Equipment AEROMIX Systems, Inc. 7135 Madison Avenue West Minneapolis, MN 55427 USA Within USA: 1.800.879.3677 Phone: 763-746-8400 Fax 763-746-8408 E-mail: aeromix@aeromix.com Oxidation Ditch Sizing Calculation using TORNADO Aerators August 17, 2004 Design Criteria To convert mg/1 into lbs. / day. use the following formula: mgf'8.34'Daily flow (MGD) Flow : BOD demand: TKN: Total Suspended Solids: The basin volume is found using the following equation: V_((L•W'2)+(RA2•pi))•D V = Cell volume in cubic feet L = Length of one side Detention time is found by dividing volume by daily flow, Where Width: Length Depth: Volume: Capacity Detention time: Calculations of Oxygen Requirements Cell 1 0.0 feet 0.0 feet 0.0 feet 5,471 cubic feet 40,923 Gallons 1.02 Days 0.04 million gallons per day 220 mgA converts to: 24 mgA converts to: 250 mg/I converts to: 73 lbs. / day 8/ day 83 lbs. / day D = water depth R = Radius of end W = Width of one channel Cell 2 - feet - feet - feet cubic feet Gallons Days Cell 3 - feet - feet - feet cubic feet Gallons Days This application is sized using 2 lbs. of oxygen per lbs. of BOD, and 4.6 lbs. of oxygen per lbs. of TKN (under working conditions). A residual oxygen level of 2 mgA will be maintained in the basin at all times. 600 Oxygen requirement calculation. 73 lbs. of BOD/day x 2 lbs. of 02 / lbs. BOD = 146 lbs. O2Jday. TKN Oxygen requirement calculation: 8 lbs. of TKN i day x 4.6 lbs. of 02 / lbs. TKN = 36 lbs. O2Iday Total Oxygen required per day is the total of the BOD and TKN demands. 146 lbs. / day BOD + 36 lbs. / day TKN = 182 lbs. of oxygen per day (under field conditions). Page 1 of 2 AEROMIX Systems, Inc. TORNADO Sizing Calculations Oxygen transfersaces for aerators are reported under standard conditions. In order to make proper comparisons under field conditions, Total Oxygen Requirement (TOR) should be converted to Standard Condition Total Oxygen Requirement (STOP). Conversion from field conditions can be accomplished with the following equation: No N Beta • Cwalt - CI —•--•-• Alpha ' 1.024 (7-20) 917 Where: No = STOR lbs. / day N=TOR = Beta = Salinity, surface tension factors = Cwalt = Saturation at 6000 Feet and 68 degrees F CI = Residual oxygen = Alpha = Oxygen transfer correction factor = T = Operating temperature (68 degrees F) 182 (0.95'7.3) - 2 9.17 mg/I = 398 lbs. of 02/day 0.85 • 1.024 a 182 Ibs.perday 0.95 7.30 2.00 mg/1 0.85 20 degrees C At standard conditions, the TORNADO aerator transfers up to 2 lbs. / HP . For this system, an Oxygen Transfer rate of 1.65 lbs. 02 / HP per hour is used, and 24 hours of daily operation is assumed. The calculated oxygen power is: Oxygen power = 398 lbs. / day / 1.65 lbs. / Hp per hour / 24 hours per day = 10 HP Calculation of Mixing Requirements Treatment efficiency is directly related to mixing. To completely mix and keep all biological solids in suspension. for a oxidation ditch application, typically required the application of 0.66 HP per 1000 cubic feet of wastewater. Lower power to volume ratios produce different results as shown below. Cell 2 3 Complete Mix HP Partial Mix HP 4 1 Odor Control HP TOTAL POWER RECOMMENDATION: The total power recommended is generally the greater of the mixing and oxygen requirements. AEROMIX recommends: Cell 1 two 5 HP TORNADO Aerators Cell 2 HP TORNADO Aerators Cell 3 HP TORNADO Aerators Page 2 of 2 00 mg !! • anon ditch application. It is not intended to be used as a pricing or budgeting 1 0 8 ea \\ o 0.1 5. 82 \\ o\ ;! Mechanical Aeration Options RIPTIDE Surface Mixer ® / ! ) \ N . / - IS ® 8 - _I } Blower Assisted TORNADO ! ! ! ! ! # ! , ! } ! 69 ui § ! ci 61 Turbo Charged TORNADO Aerator 0- { 0- / \ } \ § 69 { TWISTER Slow Speed Aerator z 1 1 \ ` \ ( } 0 TORNADO Horizontal Aspirating Aerator _ 0. § 0. } } \ \ \ MONSOON Horizontal Brush Rotor Aerator t § \ co § 69 HURRICANE Submersible ƒ _ N a 2 ; § # mi g ( { ! ! |{ ! , { { / ! k( \ \ \ g # i \ !| ! g § / } - ! i! ] 1— J 0 op ca O. Date: 127/04 PROJECT ROCK GARDEN RV PARK /ZVSutorbilt I Application: SYSTEM BLOWER Customer Name: Comments: 16 CFM TO DIGESTER 16 CFM TO SKIMMERS 4 CFM TO BUBBLER Application Engineer: Sales Order Number: GAS MIXTURE: Air(100%) MACHINE SELECTION: 3H-LegendP SERVICE: Pressure CORRECTED VALUES Inlet Set #1 Altitude Barometer Inlet Pres. Inlet Temp. Inlet Flow Des. Pres. Rel. Humid. Delta Pressure MEASURED VALUES Inlet Set #1 Blower Speed of Max. Speed Blower Power ** Efficiency Discharge Temo. Estimated Ncise ORIGINAL UNITS 6000.000 Alt.(ft) 11.769 PSIA 0.500 PSIG 68.00 F 36.00 SCFM 5.200 PSIG 36.0 ? 4.700 PSIG PLOT UNITS 1,624 RPM 45.1 1.6 HP 48.3 '. 165.6 E 77.3 dBA ** Drive losses not included GAS PARAMETERS Inlet Set 41 Molecular 'Weight R Value Dens_`. Sp. Heat @ Const. 2 Ratio of Sp. Heats Saturated Vapor Pres. Partial Pres. of Gas Partial Pres. cf Vapor ENGLISH UNITS 28.89 53.49 0.063 0.241 1.40 5.4124 12.1471 0.1220 lbm/'_bmol ft.lbf/Ibm.R lbm/f7.^3 BTU/lbm.R 2SIA PSIA PSIA METRIC UNITS 28.89 kg/kgmol 0.29 kJ/kg.K 1.001 kg/m^3 1.008 kJ/kg.K 1.40 0.3732 Bars(A) 0.8375 Bars(A) 0.0084 Bars(A) Page 1 Gardner Denver. Inc. GDSmartPsk tm - V 1 06 I:clti6 .a: 11 11/41/41 .: I:,, L'.\.11111 lin til IiIc 114114 r1., 1 h.u, er rh; J:.ad,,. h,.c dcp.ndcd Ulan til. \uwrbilr 1 _genti I,t dclitcr l.:m. :.11-Ilcc .ur I,. :I ,iLic r urge '1 tonal apph.31-urns. Aquaculture Cement and Lime Chemical Coal Bed,'Landfill Dairy Dry Bulk Hauling Environmental Services Industrial Milling and Baking Oil and Gas Power Generation Process Gas Pulp and Paper Resin and Plastic Sod Remedlalion Vacuum Excavation Wastewater Aeralion Fluidization and Conveying Vacuum Processing and Conveying Methane Gas Recovery Automated Milking Trailer Unloading and Aeration Sewer Cleaning and Portable Restroom Services Malenal Vacuuming Blending and Conveying Gas Collection and Sparging Fly Ash Conveying anti Aeration Gas Boosting Chip Conveying and Process Vacuum Processing and Conveying Vacuum Extraction anti Sparding Potholing and Slurry Recovery Aeration and Backwasrung file wuu. •lat.l ,i, n,n .gun D.u., !ht LL :'Itl,;ud : Lunir.v.Iii ,izul blower orcr.nin_' .0 ;. rpm .utd I' p.rz. An nnprm rd ',�I„u<•r ll:,ton sign If1c.Ulrli r -,du.:' dIc it,nd rn:s urc nnrpur nr ri: L..,'cml binwcr. 11 LC npicc.11 ,tiu.nuu Is ti whiei represcurs i(!°11 I1/4.x. III i,C 111.111 IIIc <nntrcuunn. (.)iir C\(CIICitc nc'n.,.rl d 1I Irl1 ,r VCtI Sutorlall dtstnbLuir, otic., rh. 1110.4 Lan.cnicm 1i:r.tI ,.IIL\ .11111 ‘1.71.1(C ,Ilp- 1>,�n ui alrunc III tic m.lturn tu.l.n. Tiles KILT( IrV tr.unal prnlcsslun.u. .Ire apt -rt, 111 I>fuwcr c,,luuin nunlh Ic.irtulugy pro; Icing '.tall inv.Lll.aron �uitl.unuc. rruuL'lohuurul .,n.l upnuuzanon recinl nlcndnrtuns of cuur ucw ur CYliting,Ipplic,:w nn. I.•:,Iti lunnhdr [.c-;:ntl \crit Lio.\•.r . :.tlrinl pi IF/ i, L, -reLI b•..rtl teta�nLL II,IIra .vtrr:mn' for .-i months fP,ln rhed Itc ..f •hinrx•r,r ur 1 < n undo tro n rhe date of in,.r.rll.;n.' 1 on .ill and ,orkni_ Isinp. (:q,laccnrrnr or rct'.ur ,o,L v'11 Etc at no .L,Ir_c 1 ni,,.r '. ulll' IAe.J IUWrnnL ACpro.cm: n.: lir FIE [CFI Llcr]In. 0 0 High-strength impeller case is heavily ribbed and machined from a single piece of cast iron and features oversized dowel pins for precise rnounfing and alignment al head plates. These features result in reauced noise and more stable. vbranan-tree operation. CI Head plates, machined from cast iron, are ground on the interior surface to precise operating tolerances. Bearing Ills are machined into head plates to assure exact bearing positioning. This ensures accurate. fixed -dimension clearances through all blower operating conaiuons and temperature ranges. Impellers are machined from cast iron • to an exact profile and are permanently fastened to steel shafts. They are dynamically balanced for smooth operation in any assembled position. This provides extra strength and ngidity to handle continuous mawmum loaas without fatigue or ceflection. Anti -fiction bearings are used exclusively. Smaller models are filled with single -row bag bearings and cylindrical roller bearings; large models have double -row ball bearings and spherical roller bearings. Optimum bearing selection provides longer blower life and added overhung shaft baa capacity. 1_121 Turing gears, precision machined from alloy steel forgings, are permanently pinned to the shafts. This assures non -slip liming even unaer the most strenuous loading conditions. 0 High temperature Viten• oil seals. These maximize the seal life in continuous. severe -duty applications to provide leak -free operation. oFlex-Mountm design is adaptable to either vertical or hortmntal installation. The feet ate precisely machined and match the footpnnrs of many competitive units. i C3l;il cel iLlil eS ot Timing gears and gear end bearings "' are splash lubricated utilizing an abundant all reservoir. A graphite gaslwted, oil -light housing encloses the tiring gears. Drive end bearings are grease lubricated through fittings. Lip -type seals prevail oil and grease from entering the impeller chamber. Superior gear and beanng lubrication is assured at all operating conditions with mini- mal maintenance. C High strength steel drive shaft is extended '•• for 11 -belt drive or direct connection. This feature provides greater blower durability and instillation flexibility. The Legend design accommodates mechanical gas seals for critical gas applications with proven results based on a large installed base. This field proven seal design allows trouble- free operation in cracal gas applications. • 74 ' 4 Ho tainhguTarlons :I`T. _r.,a r_01_` 34 35 23 7 95 1 5% 10 231 1% 1'11. %. .675 :4 1111. 2M 36 S 5 2 2 6% 21. 39 5 7 3 2 634 31 33: 2% 7 9% 2 6% 12 4% 1.1. 1'74 4. 625 % :4 31-1 71 3 63 2"4 24 T: 3'6 5 34 84 111 15 5% 114 34 2 I'4 4 .750 . 71x8 3M 79 5 731 34 24 75 32 5 34 854 1131 2 64 123 4% 2 194 14. .750 4 %x if 31_ 96 5 105 446 2.4 731 39 5 35 654 114 24 714. 1534. 7 2 1% 3. .750 T: © 414 106 5 T6 3 3 8 Oil. 64 a 10% 12. 1'% 84 13% 4 2% 2% 1. .875 3 8 4M 125 S 94 44 3 8 4%. 64 4 103. 1es 24 8 16 64 24 2% 4, .675 % 5x31 41_ 150 5 12 514 3 8 4446 64 4 10%. 12. 3 96 185 81 2 4 24 4. .875 % 4 x 31 514 235 5 84 34 35 9 53. 7 5 1234. 15. 2% 874 1711. 44 21 254 5 1.125 14 1.x 1 5M 97 5 105 4% 35 9 94 7 5 124. 15311 4 94. 1911. 64 24 231 ® 1.125 14 4x1 5L 270 5 145 6% 34 9 514. 7 5 124. 153. 4 1134. 23114 104 24 25 831 1.725 '1 ,436 6H 369 3 95 394 4 11 6 BS 6 1431 18 3 9%. 19% 55 21. 1^4 A. 1375 % 1: it I 674 426 5 13 554 4 11 614. 831 6 15% 18 5 1094. 22% 9 2% 11134. '4 1375 5 %.1 81- 566 F 20 95. 4 11 74 8% 6 165 15 6 1416 2931 16 214. 3333 14 1375 % 1:75 1 71-11 523 3 12 43 51 15 91. 11 7 2094. 22 4 10 215 53 37. 24 1 1.582 4 5 xi 7541 671 F 134 74 55 15 814 11 7 194 22 6 1231 26% 115 3%. 24 1 1562 4 A . 11 71_ 804 F 245 104 55 15 814 11 7 19'4 22 8 164 33% 188 r 314. 24 '4 1562 'h 4.11 8H 820 3 1314 514 6 16 10 1214 8 224 254 4 1111. 24 7% 34 3% 4 1.750 '4 6 x 1 BM 1 996 c 19 89 8 16 10 123 8 224 255 8 1474 2974 134 34 35 S 11.750 20 '1 4 x 1 BL 1260 F 27 124 8 16 10 125 8 225 255 10 1854. 3714 21' 33 31 1 750 . 14 x 1 :I`T. _r.,a r_01_` S=Threaded conneClbns 510. NPT. F=flange Cdnneceons. Intake and OV1141 Connecl.ons are same type and size D,mensions in inches. weigh in pounds. D'menslorb for inslalla%on purposes w.Il be lurmaned upon request. 2MV 136 3 5 2 1 S 5% 34 44 65 934 614 1 5%. 10 25 194 1'4. ® 625 '1 . 2LV 39 5 7 3 1% Si 34 44 61 9311 64 2 8%. 12 4• 131. l'S. . 625 1111 3HV 171 3 6. 214 2S 6': 4.3 68 8 114 ® 1. 5'4 11.6 315 2 1"4, n 750 3124 79 S 7'. 311. 214 631 44 69 8 118 76 2 6% 125 4361 2 1"I. . 750 3LV ' 95 3 105 4'i 29 55 a'4 8': 0 t t r5 24 T' . 1511 7 1 2 1"31 14 750 4HV 108 5 T: © 3 8 4g 6'14 14. 32A. 814 1'4 6% 736 4 1 214 2'4 "n .075 4MV 1125 5 95. a; 3 8 455 69 514 12 9. 8% 235 8 16 68 1 21 24 ® 875 4LV 150 5 12 531 3 8 4A 64 0:5 12". 64 3 95 188 831 231 2'l '4 575 '1 51-14/ 1205 3 69 ® 3b 9 531 8 108 15'31. 104 214 534. 1714 44 25 21: % 1.125 4 4.4 5MV 237 S 1014 431 34 9 54 6 1014 15". 10% 4 944 193. 655 214 2': ® 1.125 4 '4x1 5LV 270 5 144 69 34 9 ® 8 109 15'4. 1015 4 119. 23% 104 24 211 ® 1.125 61-4V 389 5 9% 374 4 11 831 1131 145 203. 12 3 916 194 5% 2'4 1"L 4. 1 375 © 3x1 6MV 428 S 13 5 . 8'6 11% 14'6 205 12.3 5 10"74 225 9 2'4. 1"a x 1 375 6LV 565 F 20 9::. 4 11 8% 11% 14% 2031 15 6 1414 29% 16 2". 1"4 . 1375 4 =41 734V 523 a 12 41. 54 14 11 1431 36 25% 19% fl 10 219 56. 347. 214 '4 1 562 7MV 671 F 1714 74 SR m 11 144 18 2531 17 6 121 26% 113. 366. 23 '1 1.562 ':xt 7LV 804 F 244 1031 54 la 11 149 16 254 17 8 165 339 184 331. 24 ® 1562 '4 8HV 820 3 1331 531 6 16 125 169 209 2931 20 4 11511 24 731 34 3'.4 '4 1 750 8MV 996 F 19 81 6 18 12!4 169 204 299 20 8 14;4 299 1311 34 3% 'i 1.T50 h 4 x 1 8LV �+. F 27 129 6 16 129 16% 2044 29% 20 10 184. 3731 2114 34 3% 4 1.750 '4 4 a 1 S=Threaded conneClbns 510. NPT. F=flange Cdnneceons. Intake and OV1141 Connecl.ons are same type and size D,mensions in inches. weigh in pounds. D'menslorb for inslalla%on purposes w.Il be lurmaned upon request. 1 I00% synthetic for matchless service life. ] Retains its superior lubricating propenes a minimum of four times longer than a premium grade mineral oil at most operating conditions. a Eliminates seasonal oil viscosity grade changes. 2 Superior lubrication in severe, high temperature applications. 3 Available from your local authorized Sutorbilt distributor in convenient sizes to meet your needs. 2 Food grade lubricant available. Gardner Denver guarantees to supply the proper parrs for your specific blower every time. Replacement parts incorporate the most recent design upgrades. 1 All parrs meet Gardner Denver original manufacturing specifications and tolerances for guaranteed fit and function. i Pre-packaged overhaul kits with detailed service manuals are available from your local authorized Sutorbilt distributor. Contact Your Sutorbilt Representative Gardner enver Other Gardner Denver Brochures Available fycloBlower XP Series Blowers/Vacuum Pumps DuroFbw Ineiiatnal Series BlowersNacuum Pumps f Sutoroit Methane Gas Blowers/Vacuum Pumps For additional information, contact your local representative or Gardner Denver Blower Division 100 Gardner Park, Peachtree City, GA 30269 Toll Free 600-543-7736 ext 486 Phone 770-632-5000 • Fax 770-486-5629 E-mail: blowersmktg@gardnerdenver.com Visit our web site: www.gardnerdenvetcom For Parts Information, Contact: Gardner Denver Blower Division Customer Service Phone 770-632-5000 • Fax 770-486-5629 SECTION 4A PAGE 5 DATE 11/02 REPLACES 2/99 crown PO3LA, PO3LB SELF -PRIMING PUMPS Solids Handling Universal Drive 1.5"- 2.5" Spherical Solids Handling Specifications: SUCTION/DISCHARGE: LIQUID TEMPERATURE: SOLIDS HANDLING: PO3LA: PO3LB: VOLUTEIWEARPLATE: CASE: END COVER: SEAL PLATE: PEDESTAL: IMPELLER: Design: Material: SHAFT: SHAFT SLEEVE: SQUARE RINGS: HARDWARE: PAINT: SEAL: Design. Lubrication: Matenal. 3' (76mm) x 3' (76mm) 1251b. Flange. 160°F (71°C) Continuous. 1.50" Sperical 2.50' Spencal Cast Iron ASTM A-48, Class 30, Replaceable, External Clearance Adjustment Cast Iron ASTM A-48, Class 30. Cast Iron ASTM A-48, Class 30. Full Diameter, Removable. Alloy Steel; Replaceable Cast Iron ASTM A-48, Class 30. Two Vane, Open. Ductile Iron ASTM A-395. Dynamically Balanced. ISO G6.3. High Carbon Steel 316 Stainless Steel Buna-N Corrosion Resistant Steel. Air Dry Enamel. Single Mechanical Grease. with Self -Feeding Lubricator. Rotating Face - Carbon Stationary Face - Ceramic Elastomer - Buna-N Hardware - 300 Series Stainless BEARING -PUMP END: Design: Single Row, Ball Lubncation: Oil Load. Radial 8 Thrust BEARING -DRIVE END: Design: Single Row, Ball Lubrication: Oil Load: Radial & Thrust CHECK VALVE: Matenal: Elbow -Cast Iron ASTM A-48, Class 30 Valve Flap -Neoprene. Weight -Cast Iron ASTM A-48,Class 30 OPTIONAL EQUIPMENT: Seal Matenals. Case Heater. Stainless Hardware; High Temperature Control; Flex Coupled Assy. with Base 8 OSHA Guard; Right Hand V -Belt Dnve Assy., Left Hand V -Belt Onve Assy. and In -Line Vesical V -belt Dnve Assy. with Base. Motor Adjusting Base & OSHA Guard. CRANE„ A Crane Co. Company PUMPS & SYSTEMS 1485 Lexington Ave. Mansneld. Oho 44907-2674 Ph: (937) 778-8947 Fax. (419) 7741530 www harnespumps com Models: PO3LA-8D PO3LA-7B PO3LB-7B" ABS TYPE American Bureau of Shipping APPROVAL Certificate No. 96 -C11691 -X PROGRAM Description: SELF -PRIMING CENTRIFUGAL SOLIDS HANDLING PUMPS DESIGNED FOR MUNICIPAL AND INDUSTRIAL APPLICATIONS. Sample Speuncarions Semon 4 Pages 5-6 420 Third Street/P.O. Box 603 Piqua. Ohio 45356-0603 Ph: (937) 778-8947 Fax. (937)773-7157 www cranepumps. com 83 West Drive Brampron, Ontario Canada L6T 2J6 Ph: (905) 457-6223 Fax: (905) 457-2650 me mut EISPZ.Ct gig rag 116111117211111 rail- rielr'''AIIIIMMIIIIII , - taBBFm •PNOP., wr:.:6x9n. a. "mg on' : aM. ;a '.cwii=2' crfWI yP 2LVP 2'5 0.035 2,800 3250 3.560 4,165 5,275 82 98 108 130 168 0.7 0.7 0.8 0.9 1,1 74 90 101 122 161 1.1 1.3 1.4 1.6 1.9 61 TT 88 109 148 2.0 2.3 2.5 29 3.6 55 71 82 103 142 25 2.8 3.1 3.6 4.5 64 75 96 135 3.4 3.7 4.3 5.2 128 60 cs.: B..... ' xP 31VP 214'-S 0.104 1,760 2.265 2.770 3.600 158 211 264 350 1.1 13 1.5 1.9 147 200 252 338 1 9 2.4 29 3.7 128 180 233 319 3.6 4.6 5.4 7.0 118 171 223 309 45 5.5 6.7 8.7 108 160 213 299 5.1 8.6 8.1 10.5 288 12.2 n!,, 2, . n. 4LP 4LVP 3'-S 0.170 7,760 2.190 2,620 3.660 266 339 412 579 1.6 1.9 2.3 3.1 2b0 323 398 563 3.0 3.7 4.3 5.7 224 297 370 537 5.6 6.9 8.3 11 a 211 284 357 524 7.0 8.7 10.4 14.3 197 270 343 510 8.4 10.4 12.4 17.1 329 495 14.5 20.0 -: C " . - C' _- SLP SLVP 4•.5 0350 1.W- 1.760 2.100 2.850 460 571 690 953 2.5 3.1 3.8 4.8 !SY 550 669 932 a.1 5.7 6.8 93 424 515 634 896 9.8 11.5 13.7 16.6 406 497 616 879 122 143 171 232 488 479 598 860 14.7 17.2 205 27.9 459 575 840 20.1 24.0 32.5 ._ W_:. g...*... ' . 6LP BLVP 6•-F 0.718 1,170 1,760 1.930 2.350 766 1.190 1,312 1.814 4.1 5.9 6.5 79 732 1.115 1.278 1.579 7.8 11.3 12.9 15.7 674 1,097 1,219 1521 15.7 23.5 259 31.4 645 1368 1.191 1p92 19.6 294 32.3 39.3 615 1,038 1,160 1,462 235 35.3 38.7 472 1.005 1.127 1.429 41.2 45.2 550 1" '�• 7LP8'-F TLVP 1200 1,170 1,465 1,760 2.050 1.312 1.666 2020 2.368 6.5 5.2 99 11.5 1,268 1.622 7976 2.324 13.1 16.4 19.7 22.9 1.195 1.549 1.903 2.251 28.2 32.8 39.3 459 1,159 1.513 1.867 2.215 32.7 40.9 49.2 57.3 1.121 1,475 1,829 2.177 39.2 49.1 59.0 68.7 1 BLP BLVP 10'.F 1.740 9657 1.170 1375 1.800 1.411 1.916 2.273 3.012 '.1 9.5 11.1 14.6 1.355 1.860 2.217 2.253 14.3 19.0 22.3 29.2 1,261 1,766 2.122 2.882 26.5 37.9 44.6 58.4 1214 1.719 2.076 2.815 35.7 47.4 55.7 72.9 1,165 1.670 2.026 2.765 42.8 569 66.9 87.6 f 1 `�st-7s+c y Asa ..612s.a ' ®r436... l.. � ta: rz- - a y�.�,r�� -- CJ11 a 311::._L` 4 .�1 i p� a 'a�6'. CI _ j „Ds,. -,;• 2Mt/P 1'-5 0017 2.800 3,250 3,560 4,165 5275 31 39 44 54 73 09 09 0.9 1 1 14 24 32 37 +8 57 1.2 14 t.5 1.7 ^_2 34 44 63 19 2.1 2.6 40 59 aY4y':a�t 24 30 57 3.2 4. , .v� 3MP JNVP 2-5 0.060 1.760 2.265 2.770 3.600 76 106 136 186 1.6 2.0 2.4 3 1 63 93 124 774 2.6 3.3 4.0 5 0 57 87 117 167 3.1 39 4.7 6.0 110 160 5.4 7.0 156 7.5 +1' 4MP 4MVP 2S'S 0.117 1.760 2.190 2,620 3,600 161 211 262 376 3.0 3.7 4.4 5.9 142 193 243 358 + 9 6.0 7.1 98 132 183 233 348 5.8 72 8.6 11.8 222 337 10.0 13.7 331 147 325 15.7 _-- MEE 5MPa•-5 51.11/51.11/P2.100 0.210 1,500 1.760 0950 258 313 384 547 4.5 5 2 62 8= Z35 290 361 510 7.3 8 6 10.3 •'9 223 277 349 506 8.8 10.3 12.3 16' 209 264 335 491 103 12.1 14.4 195 328 415 15.4 109 477 '03 SSC: 6MP 1.170 1,760 363 589 6.3 9 4 328 55+ 10... 15 7 310 538 12.5 18.8 290 516 14.8 73.0 279 505 15.7 23 5 267 493 76.7 25.1 c�B8��6MVP 4 5' 5 0.383 1.930 710 655 10.3 619 760 17 2 601 20.7 581 24.1 570 25 8 558 27 5 :.'�•�� 7MP6•'F 'L>}' 7MVP 0.731 9 1,170 1465 1.760 2.050 515 738 954 1.170 1383 l2 8 12.0 15.0 180 210 688 904 1.121 1333 71 0 20.0 25.0 30.0 350 762 662 879 1.391 7,307 95 9 24.0 30.0 38.1 42.0 741 633 850 1,065 1278 79 3 28.0 35.0 42.1 49.0 731 615 1334 1.050 1.263 31 4 30.0 37.5 45.1 52.5 719 601 817 1.034 1.248 33 5 320 40.0 48.1 560 �1{Fy *;•',;;�, MVP 8'-F1.040 880 1,170 1.375 1.803 765 1,067 1280 1,722 128 170 20.0 262 703 1.005 1.218 1.660 1.560 213 2133 33.3 4.6 670 972 1.185 1.627 25.6 34.0 40.0 52.3 834 906 1.149 1.591 29.8 397 46.6 61.0 615 917 1.130 1,572 32.0 42.5 50.0 85.4 594 896 1.109 1.551 34.1 45.3 53.3 69.7 -•"T � •4 •.�1 r - 2+" +aa]Oi.c.tt 'Oi.. . i t... t:...1] .. rEll -Area '1" 4a,liw�ai.. ..._-..:4 3; 3HP 3HVP I'4• -S 0.045 1760 2.265 2.770 3 600 55 78 100 135 1.1 1.4 1.7 2.3 50 73 95 133 r3:..ei3'�.n$itl11:141.:4a 1.5 19 2.3 3 0 40 62 85 722 22 2.8 3.5 +.5 79 717 4.1 5.3 76 113 4.4 5.7 110 5.0 = .. - 4HP '_4HVP ,,. n'-. . 1!5'-S 0.060 1,760 2.190 3.600 3.600 91 121 151 218 1.7 2.1 2.5 3.5 85 115 144 212 23 2.6 3.4 46 72 702 199 199 3.4 42 5.1 6.9 95 124 192 4.9 5.9120 8.1 91 788 5.3 6.3 6.7 184 3.3 _ "a._ 3 j SHP MT SP 2:4'-5 0.140 1,500 1,760 2,100 2,850 170 206 254 359 2.9 3.4 4.1 5.6 161 198 245 350 3.9 46 5.5 1 7 4 144 180 226 333 5.9 6.9 82 11.2 134 171 218 39 69 8.0 9.6 13.0 765 213 318 8.6 103 14.0 312 14.9 >-. -_ R-` �P 3'5 0.227 1,170 1930 1,930 2150 343 343 381 477 3.786 6.1 6.1 75 197 331 370 169 4.8 7.4 8.2 90 0773 345 345 441 7.4 112 122 149 215993 332 332 497 8.7 13.0 14.3 174 152 286 325 490 43 14.0 15.3 186 278 317 412 16.3 16.3 109 ' _ = - 7HP 71.1VP 4•.5 0.787 1.170 1.465 1,750 7050 359 457 575 589 6.0 7.5 9.0 70.5 344 453 561 667 8.0 10.0 12.0 740 314 422 531 617 120 15.0 18.1 71.0 297 406 514 620 14.0 17.5 21.1 24.5 288 396 505 611 15.0 18.8 226 961 278 387 495 601 16.0 20.0 24.1 25,0 - - BHP 6HVP a• -S 0.566 880 1,170 1.375 1.800 400 564 680 921 7.0 9.3 10.9 14 2 380 544 660 901 9.3 12.3 14.5 19.0 338 502 618 869 139 18.5 217 28.5 315 479 595 835 16.2 216 25.4 332 302 466 592 823 17 4 23.1 27.2 35.6 453 569 509 247 29.0 38.0 ati,4 - ' r ^` 2LP 21VP 0017 1.760 2.265 2.770 3.600 2.800 3,250 3,560 B175 �:it 1. ` �4f1a. L... <4�444 L4 egg-��T� y 63 79 78 149 =ags4y .. r...a [mI[EF.' a 1, Y gyG9 76 91 102 162 1.1 1.3 1.4 7 0_ .� 71 86 97 157 1.6 1.8 2.0 2 8 `" 6! 82 93 153 sr. 2.1 24 26 3.7 BIIW 2.5 2.9 12 4 8 2.�C 59 75 86 148 r 3.0 3.4 3.7 5.3 56 72 83 143 3.5 4.0 4.3 6 1 2.8 0.035 - 3LP 3LVP 2f-5 0.104 1.760 2.265 2.770 3,600 149 202 254 341 1.9 2.4 2.9 3.7 142 194 247 333 2.8 3.5 4.3 5.3 135 158 240 327 3.7 4.7 5.5 7.1 130 182 235 321 4.5 5.6 68 8.9 124 177 230 316 5.2 6.7 8.2 10.6 120 172 225 311 6.1 7.8 9.6 124 CP -.. . U&... C 4LP2.190 4LVP 3/6 0.170 1.760 2,620 3,600 253 326 403 566 3.0 3.7 4.4 Si 243 316 359 556 4.5 5.3 6.3 8.7 234 307 381 547 5.7 7.1 14 116 227 300 373 539 7.1 88 10.6 14.5 220 293 366 533 8.5 10.6 12.7 17.4 213 286 360 526 9.9 12.4 14.8 20.3 �'- CCP' car'5LP•' W, . 5LVP "'- 'S 0.350 1.500 1.760 2,100 2.850 463 554 673 73 5.2 5.8 70 8.0 449 540 659 1 716 7.5 8.8 10.5 142 438 529 848 910 10.0 11.7 119 159 427 518 637 900 12.4 14.8 17.4 9. 9 418 509 628 664 14.9 17.5 20.9 23 9 409 500 619 650 17.4 20.4 24.4 21 9 �-: yr : BLP BLYP 6-F 0.]18 1.170 1,760 1,930 21511 739 1.182 1264 1586 8.0 12A 13.1 15.0 715 1.139 1,281 1563 11.9 18.0 19.7 24.0 697 1,120 1,242 1 544 149 24.0 26.3 12.0 1 1,10303 1,225 1 527 19.9 29.9 32.8 4011 664 1,088 1.210 1.512 23.9 3359 39.4 4A 0 650 1,0]4 1198 f 407 41.9 4L9 46.0 56 0 ,, TLP 7LVP -_---- 8'-F 1200 1,170 1,465 1,780 .2050 1,277 1,631 1.986 2333 133 163 20.0 233 1,248 1,602 1.956 2304 20.0 25.0 30.0 35.0 1.224 1576 1,932 2280 16.6 333 40.0 46.8 1.203 1,557 1,911 ..259 33.3 41.7 50.1 583 1,184 1.538 1,892 ,2240 399 50.0 60.1 700 ' - }:--1: 81,P1170 8LVP 10'F 1.740 880 1,375 1.800 1.366 1.871 2.228 2.967 14.5 19.3 22.7 29.7 1.329 1834 2.191 2.930 218 28.9 340 44 5 1298 1,603 2,159 2.699 29.0 38.6 45.4 59.4 1271 1,775 2,132 2.871 363 482 56.7 74.2 1,246 1,750 2.107 2.847 43.5 5T9 68.0 89.1 svit 4cra-ee4 �_L a 0017 1.760 2.265 2.770 3.600 �:it 1. ` �4f1a. L... <4�444 L4 egg-��T� 1'34x11 =ags4y .. r...a T:aI3_7`1 ,r,$�frLv ,� : �{I ti 21.1P f4 2MVP 2,500 3,250 3.560 5 275 25 33 38 67 1.7 1.9 2.1 3.1 22 30 35 64 2.1 25 2.7 3.9 2B 34 83 2.7 3.0 4 4 60 5.1 115 4MP 4MVP 13'6 0.089 3MP 3MVP FS 0060 1,760 2,265 2,770 3.600 64 95 125 175 3.6 4.6 5.5 72 59 89 119 169 4.6 58 7.1 9.2 57 117 167 6.4 7.9 10.2 112 162 9.5 123 177 217-3 0440 4MP25. 4MVP 5 0.117 1.760 2.190 2,620 3.800 144 194 245 359 6.8 8.5 10.2 14.0 136 186 236 351 8.8 10.9 131 16.0 132 182 233 347 9.8 12.1 145 200 15.2 18.1 24.5 165 213 318 17.5 20.9 28.4 5MP 5MV2 - Y[e 6MP1160 '=kr 6MVP ' =7- 3'.5 0.22T SMP SMVP .0.5 0.210 1.500 1,760 2.100 7150 237 292 363 921 10.5 12.3 14.6 199 227 281 353 510 13.4 15.8 188 ^55 222 277 348 506 14 9 17.5 20 9 264 213 266 339 497 179 21.0 25.1 340 209 263 335 491 19 4 228 27 2 160 a -S 0.357 - - 5 0383 1,170 1.760 1,930 2350 332 558 822 784 14.9 22.4 24.5 799 316 542 607 768 19.1 28.8 31.5 38.4 309 535 600 761 21.2 32.3 35.0 427 296 522 587 748 25.5 38.3 420 512. 289 515 580 741 27.6 41.5 455 55.,5 283 509 574 735 29.7 44.7 49-1 59.7 6MP BMVP „jilt 'MP ]MVP ^x •3R 6'.F 0713 1,170 1 NS 1,760 2.050 693 909 1,125 1,338 26.5 35.6 42.8 49 9 671 887 1,103 1.316 36.6 45.8 55.0 64.1 861 877 1,093 1.306 40.7 509 61.1 71.2 35.4 471 55.3 724 �'- BMP t. -f BMVP s'xf g -.F 10.10 880 1.170 1.375 1.800 709 1,221 1,666 1,666 30.4 4.4 47.48 62.1 681 983 1.636 1.638 39.0 51.9 71.9 79.9 669 973 1.625 1.625 43.4 67 87.7 eel 0.00.5 1.760 2.265 2.770 3.600 i :aweaw'7�+: _i✓aa 31P18'5 3HVP 48 69 91 129 28 3.4 41 5.4 an 86 89 126 3.0 3.9 47 6.1 41 64 37 124 4.3 5.3 6.9 60 83 120 5.3 6.5 8.4 117 10.0 113 115 4MP 4MVP 13'6 0.089 1,760 2.190 2.620 3.800 60 110 139 207 4.0 5.0 6.0 8.2 107 137 204 46 5.7 8.9 9.4 74 104 134 201 32 84 7.7 10.6 99 129 196 79 9.4 13.0 124 192 11.1 15.3 188 177 217-3 0440 1,900 1,760 2.100 2.850 1S4 191 238 343 7.0 32 98 132 ISI 187 235 340 -8.0 9.3 11.1 15.1 147 183 231 336 3.0 10.5 12.5 17.0 140 177 224 329 109 128 15.3 20.8 171 218 323 15.2 18.1 24.5 165 213 318 17.5 20.9 28.4 5MP 5MV2 - Y[e 6MP1160 '=kr 6MVP ' =7- 3'.5 0.22T 1,170- 1,930 2.350 138- 321 360 455 38 13.3 14.5 177 182 318 355 450 963 15.1 16.6 20.2 177 311 350 445 11.7 17.0 18.7 22.8 16B 302 340 438 13.8 208 22.8 27.5 159 293 332 427 16.4 24,6 27.0 329 285 324 419 28.4 31.1 379 I - THP TM/P -'--" a -S 0.357 1.170 1.466 1780 2.050 332 441 549 655 14.2 17.8 21.4 25.0 326 434 542 649 163 20.4 245 28.5 319 426 538 642 18.3 22.9 27.6 32.1 308 418 524 631 224 28.0 33.7 39.2 297 405 514 620 26.5 33.1 39.8 46.4 287 396 504 610 305 38.2 45.9 53.5 _... BMP4•-S - -' BMVP z7.:,'tet OSfi6 880 1,170 1,375 1,800 363 528 644 884 16.5 220 25.8 33.8 354 515 634 875 18.9 25.1 29.5 386 345 509 626 866 212 28.3 332 43.5 329 493 609 550 26.0 34,5 40.6 53.1 315 479 595 835 307 40.6 48.0 62.6 301 485 581 822 35.4 471 55.3 724 • A constant volume al air or gas is drawn into the cylinder by the action of the lomat) impellers. E DISCRAnuE A constant volume al air or as is forced oul Through the discharge port. A constant volume of trapped air or gas is transferred around the cylinder to the dscharge pari. Two specially designed figure-eight impellers rum in opposite directions within a machined housing transferring a constant volume of air or gas from rhe inlet to the discharge with every rotation of rhe blower drive shaft. No lubrication within rhe cylinder is required as the rotating components are held in close tolerance to each ocher and do nor make contact. The impeller positioning is maintained by precision timing gears affixed co each impeller shaft. All essential gear and bearing lubrication occurs exremallv to rhe cylinder assuring clean, oil -free gas delivery under all operating conditions. Compression occurs after the gas leaves the blower and encounters system resistance in performing its inrended work. r Flex-Mounr' design gives the Legend positive displacement blower and vacuum purnp coral application flexibility. It also assures complete interchangeability on existing and new applications and compatibility as replacements for most competitive installations. Ho11201112H i - Hommel Canlquration. - Camieunaan, Baht Hand arta ren Hand Drive Venial - vertkal Configuration, Camlraratlon, Bottom Hand Dna Tap Hand arta t • r • )U llIfl Surorbilc Legend blowers and vacuum pumps are engineered and produced in Gardner Denver's state -of -the -an manufacturing facility in Sedalia, Missouri. This 330,000 sq. f. plant is ISO 9001 certified and produces hundreds of different blower and compressor models. Over the years Gardner Denver has made significant investments in people and modern precision machinery. Gardner Denver's Flexible Machining System (FMS) assures consistent production of the highest quality Legend components. Extra attention to detail is found throughout die manufacturing process like the use of advanced coordinate measuring equipment. Legend compo- nents are subjected to numerous quality inspections before they are assembled. j Prior to leaving rhe factory, every Legend is run rested against rigid standards using our advanced computer automated testing equipment. • • JCltiilLr The Industry Standard For Over 60 Ye irR The Sutorbiltt Legends" line of rotary positive displacement lobe blowers and vacuum pumps is the result of more than sixty years experience in the design, manufacture and support of superior indusrrial equipment. Backed by one of the largest distributor networks in the industry, every Surorbilt Legend blower/vacuum pump is built under rigid ISO 9001 quality standards and individually tested to meet rigorous performance standards. Sutorbilt Legends are specified by leading Original Equipment Manufacrurers worldwide for a wide range of applications. Many OEMs prefer the Surorbilt Legend design because it can be easily customized ro their specifications while meeting strict performance requirements. We rake pnde in the fact that a Legend is at the bears of an ever-expanding variery of air solutions working every minute of every day around the globe. With a variety of modeLs ro choose from, 20 sizes each available in 4 different configurations. rhe Legend At Series delivers pressure to 15 psig, vacuum to:.. ,16 "Hg and flows to 3.015 scfm. . a Compare us to the competition and you'll find out why this blower/vacuum pump earned e the name "Legend". Date 1/27/04 PROJECT ROCK GARDEN RV PARK ' GAS MIXTURE: iir(1OIL: MACHINIE SELECTION: 3H-LegendP Temp. Rise (F) Flow (SCFM) 150 100 50 0 1,000 1,500 2,000 2,500 3,000 3,500 4,000 [_+ Sutorbilt 150 100 50 0 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4.0 3.5 Er_ 3.0 2 2.5 0 2.0 1.5 — 1.0 1,000 1. 1,500 2,000 2,500 Speed (RPM) 3,000 3,500 4.000 Page 2 Gardner Denver, Inc. GDSmartP•.k tm - V 1 06 ) SECTION 4A PAGE 6 DATE 11/02 REPLACES 2197 CRAN E PUMPS & SYSTEMS A Crane Co. Company 1485 Lexington Ave. Mansfield. Ohio 44907-2674 Ph: (937) 778-8947 Fax: (419) 774-1530 www.par nespumps.com 420 Third Street/P 0 Box 603 Piqua. Oho 453560603 Ph: (937) 778-8947 Fax: (937)773-7157 wvw cranepumps.com 63 West Dnve Brampton, Ontario Canada LST 2.26 Ph: (905) 457-6223 Fax: (905) 457-2650 7.38 j"_ (188) 4.56 (11erl 1 DISCHARGE inches (mm) 1 Ir r - SUCTION 3.76 (95,�i'-- Mk .75 00) NPT AIR BLEED CONNECTION O�O le 1LINE r7 13.00 (330) T 1 iiI 25.50 �: (8) KEYWAY (01/1)1In .31 LINO. It II= rl rn --k _ / \ II 7 75 (797) .50 (17) II 31 8 (35) 3.25 DIA. 4.00 4.501 14.50 "I-1111)(102) .56 (14) DIA 4 HOLES 413 � 1544 , 4 X83) 75 y f+——+.4.00 (102 (114) 17.00 (1 Os) 1411 24.31 (392) (4321 (4318) MODEL PART WEIGHT NO. NO. LBS. PO3LA-80 30010-00080-031 275 (125kg) PO3LA-7B 3C010-00078-031 275 (125kg) P03L8-7B 30WD-00078-031 305 (138kg) IMPORTANT! 1) DO NOT USE FOR PUMPING FLUIDS WITH A FLASH POINT OF LESS THAN 1001F 2.) MAKE CERTAIN THAT PUMP AND/OR MOTOR ASSEMBLY AND CONTROLS HAVE THE APPROPRIATE RATINGS FOR THE GIVEN APPLICATICN AREA CLASSIFICATION (le DIVISION I, AGENCY LISTING ETC ) CRAN E PUMPS & SYSTEMS A Crane Co. Company 1485 Lexington Ave. Mansfield. Ohio 44907-2674 Ph: (937) 778-8947 Fax: (419) 774-1530 www.par nespumps.com 420 Third Street/P 0 Box 603 Piqua. Oho 453560603 Ph: (937) 778-8947 Fax: (937)773-7157 wvw cranepumps.com 63 West Dnve Brampton, Ontario Canada LST 2.26 Ph: (905) 457-6223 Fax: (905) 457-2650 SECTION 4A PAGE 9 DATE 11/02- 2/97 1/02 REPLACES 2197 TOTAL HEAD MTRS FT 18 — 60 16 — 14 — 50 12 — 40 10 — 30 8 — 6 — 20 PERFORMANCE CURVE Model: PO3LB-78 7050 RPM �L i I� 30% :1950 RPM -1850 RPM DESIGN POINT DATA Project: Flow: GPM, TDH Ft. Eff. _ %, Pump Speed _RPM HP.Hz. Volts: FLA: LRA: _ Phase _ Motor Speed RPM Impeller Dia. 7.175 PIN:fP-4297-C ■ 81750 RPM ■ -1650 RPM 1 =1550 RPM 1450 RPM f I _1350 RPM 1 kis M a \1 IIT% :1250 RPM 1111 4V 51150 RPM SBHP 1000 RPMVitt � 4 — f■ 1 tBHP ■ }� l 10 "860 RPM i % ' \2BHP l �J 1. �t 1.5BIIH 2 t war PSH 2050 RPMI+ I ` - 1 I I M i I 1 1 1 • 10BHP 7. SHF t MEMO. 1 ■ U.S..GALLONS PER MINUTE LITERS PER SECOND 100 5 10 PUMP SPEED 2 Mn a Mm B Oa a Min. 10 Me. 1150RPM 7F! 11A 12Ft 12F1 13FI 1450R7M 13Fl 16 Fl 18Ft 20A 22P 1750R17M 18 R 22 Ft 23 FI 25 R 25 Fl 205oRPM 20 Fl 23F1 25Ft 25R 25Fl 2I01216M 258 25Fl 25 Ft 25R 25 F1 290RPM 25P 25F; 25 F1 258 25 FI 200 15 11 300 20 400 25 30 500 20 N P S 11 R 10 0 35 When pump is operating, the SUCTION LIFT s limited by the avadatde NPSH which is the corrected atmosphenc pressure minus the dynamic suction lift vapor pressure loss aro 2 foot safety factor. This nnr ay.dghlh NPSH must exceed the fewnmd NPSH of the pump or a reduction of capacty. bss of effiaency. noise. wbraoon and cawtatmn win result Calculate the dynamic suction lih Sam the jot liquid level to the centerline of the impeller. When pumps pnming. it Is limited by the dry PRIMING LIFT whicn s the vertical distance from the haQB iquid level to the centerline of the impeller DO NOT Operate in "DASHED" Area of HO Curve. Testing is performed with water. specific gravity of 1.0 @ 68° F. other Suds may vary perermance CRANE' .; A Crane Co. Company PUMPS & SYSTEMS 1485 Lexmgtan Ave. Mansfield. Ohio 44907-2674 Ph. (937) 778-8947 Fax: (419) 774-1530 www.barnespumps.com 420 Thad Street/P.O. Box 603 Piqua. Ohio 45356-0603 Ph. (937) 778-8947 Fax: (937)773-7157 www cranepumps.com 83 West Dnve Brampton. Ontario Canada L6T 2J6 Ph: (905) 457-6223 Fax (9051 457-2650 099Z-2917 (906):xe� £339-294 (906) : 4d 973 191 4444E0 ouqu0 'uoIdwele Iowa IsoM £ woo sdwndeuelz MMM 2911'£22 (1£6) :red 2469-9LL (296) :4d £090-99£9P 040 'mild £09 xo9 O dnaoJlS P4111 024 woo-sdwndseweq Nan 0291 -PLL (6117) :red 2468-922 (2E6/ :11d 1/93-20644 01110 'PN9sueVJ 'env uat6unan 5941 SW3LSAS V SdWfld Auedwo0'40 eue/0 v 63NV 3 118060 918060 518060 41.9060 429060 219060 318060 318060 119060 019060 608060 609060 808060 102060 908060 408060 508060 408060 908060 208060 308060 109060 008060 661060 862060 262060 961060 961060 961060 46!060 961060 361060 161060 061060 061060 682060 882060 282060 992060 981060 491060 282060 381060 181060 082060 612060 91/060 221060 921060 q/1. nsn 291 £ 91. 291 1'91 /91. 2'91 17'11. 411 4'11 411 2'91 291 291 291 091 091 091 L'L L 1'11 LL P91 P91 P91 491 491. 6'91 691 691 6'91 691 P91 4'91 491 0'21 011 021 991 991 991 1'91 1'91 1'91 291 291 291 291 221 E'LL 221 C'/1 1941 1941 1291 1541 1541 1781 1942 1541 1281 1481-392 1541 1941 1281 1481-381 1941 1381 1491-381 1971 1221 1491-281 1491 1.213 1971 1381 1481-381 1481 121Z 1481-381 1491 lE13 1481-381 1191 1E13 1481-381 1491 1913 1491-381 1491 121Z 1491-291 1491 1213 1913-213 1491-381 1491 1213 1 g17 -C17 91 Z Z C 2 Z Z Z Z Z 9 S 9 Z Z £ S 9 C 9 S 9 S 9 9 S S E S S 9 9 9 91 2 9 S q'/ 29 1 291 291 9111 917'1 94 0111 OP11 OP'L 041 9£1 991 92'1 921 0£'1 01.- 0 021 531 931 931 031 031 031 032 OZ 91.1 91'1 91 l 91 911 £1'1 211 211 601 601 60'1 901 901 901 901 CO'L 201 001 001 001 001 201 CO'L COL rnl 0911 0911 0311 0031 0031 0031 0931 0921 0931 0931 0021 00E1 00E1 00£1 0421 0921 0921 0041 0041 00171. 0911 0911. 0941 0941 0941 0091 0091 0091 0091 0091 0991 0951 0991 0091 0091 0091 0991 0991 0991 0011 0021 0021 0911 0921 0921 0921 0081 0091 0091 nogL P21060 912060 222060 141060 024060 692060 891060 192060 991060 992060 492060 292060 292060 391060 191060 092060 091060 691060 891060 192060 191060 992060 991060 492060 492060 292060 791060 391060 191060 092060 64/060 941060 LP2060 912060 941060 442060 441060 211060 1P1060 341060 142060 042060 622060 992060 L21060 921060 CC) 060 691 691 691 Ci Lt. 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S1 01 91 92 01 91 92 01. 91 92 01 91 S'2 01 91 01 91 07 90'1 901 901 60'1 60'1 60 1 LLL 11'1 11 111 11 21 L 11 211 03 l 03 l 02 l 02 l 23 L 221 23 1 £Z 1 92 l SZL 921 631 631 631 L£ L 121 LC l 491 4C 1 PCL 29 L 12'1 LEl OP'l 04'2 °4'I CP 1 C4' rp'1 0991 0991 0991 0061 0061 0061 0961 0961 0961 0961 0002 0003 0003 0003 OSOZ 0502 0903 0902 0013 0017 0013 0013 OS12 0913 0913 0913 0032 0033 0033 OSZZ 0933 OSZZ 00£3 0022 0097 OSCZ 0922 0923 0043 0043 0043 0913 0543 0943 0043 0093 00q7 NJd 3MS dH OIIVL 033d8 Ntl0 '0'0 3Wb71d H01014 033dS N3NNO Hid 3NN0 aZIS dH OIIVH O33dS '0'0 3WVN4 HO1OW 033dS N3NM0 L62 S33Vld321 3011.1 31V0 01. 3DVd VP NOI133S 'e1QSL£'L 3)e4S dwnd Wd8OSLl :peedS lo;Oj gI£OdI 1£Od :lapow saseg ;fag -A le;uozpoH Jo; sSuiysng +g saneayg 'anut nee -A tp Lam ° 1 X71 n Series'4 PLUS ..ey Features . Manual Control by cr-lire adjustable strese rata and strcite length. . Agency approved or demanding OUTDOOR aro 'rcoor applications. . Nighty/ Reliable timinc circuit . Water Resistant excellent ror OUTDOOR and rnccor applications. . Internally Dampened 7o Reduce Noise. very acceptable for household !nstai ations. . Guided Ball Check Valve Systems, to recuce back :`!ow and enhance outstanding priming characteristics. . Premium Standard Wetted Component Materials. . Few Moving Parts anc Wall Mountable. . Safe & Easy Priming ,with curate leak -free bleed valve assembly (stancarc'' . Optional Control: Exterrar pace with auto manual se,ec1;c Specifications _• 15 r - -LF! —_' .a aUCry . sC.;.ni • ISr C75 SHs SP?.I . Cape Alin ; c - _ 0... rart:Yaw 1;5 AC 2-'0 'a' :nos I 7-3_1 P se. "jars , I � '^D'_1 P:we 9 ,az 3P1.1; teens Pressure and Flow Rate Capacity niofiCE GFH 0 25 n 42 0 50 1 ^C ! 1 25 2 CO i Capacity., n 1•l 24 CO 49 1 nominal 12 Pressure. max, PCIG/ ar 25017 EC3 I _ 150':0 502 1 ._ I iSCo -- I 1_504 LES4 .3 3 — — — — I __ '-?C- Dimensions Senes 4 ,"_vs Dimensions (Inches' NmN . No. 1 n n i I SCrpp.ng WMgrI PCs I ;_-C_ _. -_ 1. 5 c s- IC ;s ; s ,- ..0 --, PULSAtron Series A Plus Selection Gude I LB 1 MODgLS' • 6'31 -CO 337 00 -- 2 00 33- OO 337 CO 337 00 C3 = 0.42 .or, ' 6'plr m.1xp-e- 2`"3 PSI, - 7-4?, 02 = 0 25 ':pC'r, F .:. 0 3 ipfi max prey 150 F5 ' 10 6.4R • 03 = 900 3pn � 2 aac r 1.9. :pru max ores -30 PS! :10 SAS, 04 = 1 CC' ,p.^-, 24 ccc 3 3 :ch; max yes . 100 PS! . : BAR 64 = 1 25 aper 30 gp0 f -I' Iphi max Pres- 100 SiP, 7 BAR• C4 = 2.00 rprV 48 (on : 7 6 ;ph) max ores 50 PSI :3.3 BAP, CONTROLS: 1 >IiC S = Manua! 72.00 E = Exlerrai Faa-c w, Autc Manual Srntch 72 00 G = Exlemai Paging ,v: P• me Burton. 65 00 P = SIOD Funcr.cr Conon ELECTRICAL: ?I:C .WC 16 30 115 00 A = 115 Von; 50-300Hz 1 = 115 Von, 50-•30Hz rm!houf agency approvals; 8 = 230 Voll , 50-50Hz ' 1 ph vmh 6' 11.8mi 3Hvire US P!uc 1 = 230 Vol r_0 -3C" •z :,alba° agency approvals; LIQUID END MATERIALS: Funic Head 3 Finings•Seats & 0-rny^siBa:ls N.0 PNC = GFPPL; Hypalon Ceramic 10 20 PTC = GF°Pt_ Teflon Ceramic 300 PVC = GFPPL Vilon Ce-amic 51 00 KTC = aVDF , Teflon • Caamn_ N:C VNC = PVC ' Hvpaton: CO'SIMC 10.00 VTC = PVC • Teflon Ce'am,c mcce:6 c- 150 psi: '000 WTC = PVC Teflon Ceramic •moce!s > 150 psi} See 3309 8 for add trona! eouid end ma!er,ats. CONNECTION SIZES: v,C 1 = Tlbmr- 35' i 0 r- 0.0 . Bad. 0 - 1 88 GP�i 73 CO:9 = Degas Neap. :S� 5 1c :01 Te' ?-1 c3 GPh !C J = T:.birg Suc ?."12/ , 31.0 0 Cu. __ .35-0.0. '3 Bad ] - 1.a 2P' METRIC: CiR = a1 2 4.Tmea:- r Sa', 0- 10 '_F ':CIY =;x 12rnm. 25' Ball ,",-'-,0 LPH, See *eat Igor admtonal connec!mn sues SUFFIX :C;XXX = Azrzscra:_poen CODES: 36 30 130 - PVCF Tubi c =2. -' 0301500 = Five °antro, 'Jamie 0 520 = Fve F,uncurn Degas '.arm 19 COIITS = 15 ^.a: TS Tan: Svs:er :see Czge 11 13- •ntorai1on on the T3 T�nr •J.ClCaxx = CE :carnal :5 melts .sec for .Is suthx cone, ! See 'aces 9.10 & 11 or addhhanaf informalmn and soecs. A como!eted moue' number snould look liee'L9035A-PTC1-XXX' t .T Accurate, c0 ua .af e , iNorl g on aT'.w in4 v ♦ ivMuni or i Measures Open Channel Flow through Flumes and Weirs Y 1' Open Channel Flow Monitor Greyline OCF-IV Displays, Transmits Totalizes and Data Logs Simple 3 -key Calibration Password Protected 50,000 point Data Logger RS232 Serial Output 4-20mA Output 10 -Digit Totalizer Windows Software {r_;, 3c • System /! J c /I :77/1-2,1a11 ligfid . Q 4 ccs/ t.s marail and - mit,., i.a Simple. ;ACCUrate and Ra!!ab!e The OCF-IV uses a non -contacting ultrasonic sensor mounted over a flume or weir to measure flow. It is accurate, reliable and verifiable. The separate, watertight electronics/display enclosure is mounted at a convenient location within 500 ft (150 m) of the sensor. The OCF-IV continuously displays, totalizes, transmits and data logs open channel flow. Use the built-in keypad for fast, easy calibration with menu selection of flume or weir and measurement units (e.g. gallons, litres etc.) Calibration values and data logs are password -protected and retained during power interruptions. Use the OCF-IV to display flow reports of daily minimum. maximum average and total flow, or to transfer data logs to a PC computer. REL,3,SLE iMEJ SLI?E.w;E=!-:Fd✓ CONTwCL '�� i a .Ne z �•. r-., e -' p-' -� P+� _n :r ^. 5• ` a) .4 i : i " j , i is t 1i L .J 'aa �o.i ',.r J Se' 4 `s; LA b V + s v v 331 Save time and labour — flow information is stored automatically 50,000 data point capacity Logs reports including minimum. maximum. average and total in 1 to 24 hour intervals Logs flow rates in 1 second to 30 minute intervals ,RS232 output supports direct data transfer by cable or diai-up connection FEE 'Greyline Log&r software for It's included with each OCF-IV. This powerful sofhvare displays data in both graph and table formats. Greyline Logger runs on any PC with Windows"' 95, 98 or NT. You can analyse flow data on-screen and save as disk files. Then reload the files to compare current and past date, or logs from different sites. Data files can be exported in graphic file formats, and as delimited text files for use in other spreadsheet or database programs. Greyline Logger software instantly converts engineenng units. Download the log file from your OCF-IV and then select 'Change Units' to instantly convert between US gallons, cubic meters liters, imperial gallons or barrels. Change the graph display to line, bar or area plots to help analyse flow trends. i PHONE UNE AND MODEMS DIRECT SEW"L CONNECTON Rerrleve Data Los by Modem Of DV connection cc vcur rC Transfer flow logs to your PC or laptop through the OCF-IV's RS232 output or by 'dial-up' connection through modems and telephone lines. Shielded RS232 cable and plugs are included with each OCF-IV. Calibrate the OCF-IV data logger in 24-hour formatted mode and operators can scroll back through the daily flow report and view stored data. The report includes: • Daily Total • Daily Average • Minimum Flow and Time of occurrence • Maximum Flow and Time of occurrence The OCF-IV's flow totalizer is also visible directly on the instrument and the isolated 4-20mA output can be connected to chart recorders, remote displays and wastewater samplers. Retains Memory durinn Pcwer+nterruptions Time, date and data logs are retained by the built-in real time clock with battery backup. Calibration data is stored in permanent non-volatile memory and password -protected. (. ,a's to i -Ned 4 1 • General Specifications Electronics Enclosure: Accuracy: Displays: Data Logging: Programming: Power Input: Outputs: Control Relays: Electrical Surge Protection: Operating Temp. (electronics): Approximate Shipping Weight Sensor Specifications Maximum Range: Deadband (Blanking): Beam Angle: Operating Frequency: Exposed Materials: Operating Temperature: Temperature Compensation: Operating Pressure: Sensor Cable: Options Sensor Cable: Sensor Cable Junction Box: Power Input: Enclosure Heater: Intrinsic Safety Barrier: Sensor Mounting Stand: - 2212 crlS 30 L 111LC J 1 Greyline OCF-IV Open Channel Flow Monitor Watertight and dust light NEMA4X (IP 66) polycarbonate with dear, shatterproof cover ±0.25% of Range or 2 mm (0.081 whichever is greater, Repeatability and Lineanty: t0.1% Numeric Values: large 4 digit LCD; Menu/Status/Totalizer: 16 digit alphanumenc Programmable 50,000 point data capacity, time and date stamped or formatted flow reports including Total, Average, Minimum. Maximum and Times of occurrence 3 -button keypad with Menu selection. Calibration parameters are Password protected 100-130VAC 50/60Hz, 7.5 watts maximum Isolated 4-20mA, 1000 ohm bad maximum, Programmable Offset Isolated RS232 for Data Log transfer by cable connection to a PC, or dial-up connection through modems and phone lines. Programmable baud rates from 1200 to 19,200 3 Relays, form'C' dry contacts rated 5 amp SPDT; programmable level alar, flow proportional pulse (sampler/totalizer), echo loss and air temperature alarm Sensor, 4-20mA and AC power input -5° to 140°F (-20° to 60°C) 10 Ibs. (4.5 kg) 12 ft (3.66 m) with standard PZ12 sensor Programmable, Minimum 8 in (203.2 mm) 8° 92 KHz CPVC -40° to 150°F (-40° to 65°C1 Temperature probe inside level sensor for high accuracy in changing temperatures 20 psi (1.35 bar) maximum RG62AU coaxial. 25 ft (7.6 m) standard length (See Options) 50 ft. (15 m) RG62AU coaxial continuous from Sensor, or splice up to 500 ft (150 m) Watertight NEMA4 steel with connection terminal stnp 200-250VAC 50/60Hz, 12VDC (battery power) or 24VDC Thermostatically controlled - recommended for temperatures below 32°F (0°C) For Sensor mounting in Class 111 III Div III Groups C.D,E,FG hazardous locations Adjustable, includes galvanized steel pipe, flanges, fittings and hardware i1 - 2F"('0 r� iea>rar :7UPPJ cJw0E01 PZ12 SENSOR 74'11EE m —5 w5':rna mmQn 10.)4'/;Oi: r .L j CONDVrr ENTRY LOCATION ENCLOSURE :IDE ✓IEW ! .+' i s -r +.d '� 3 ��,✓ 1..I .l 'y a '!.a 3 1 i✓ 1 3� 4 tJ i 4/ d ' J '+.d i 1 1 ,v \✓� �' 'Displays • Transmits • Totalizes • Data Logs 740 4.0Cr.ie3,2! Field Programmable for Any Flume or Weir The OCF-IV includes a built-in 3 -button keypad for easy calibration. Select your choice of engineering units (gallons, liters, cubic meters, etc.) and choose your flume or weir type from the 'Flume Selection' menu. The flowmeter also supports entry of flow formulae for calibration to non-standard flumes and weirs. Use Greyline's software utility'Find K&n' (included) to calculate calibration constants for entry into the OCF-IV calibration menu. Three built-in control relays can be individually programmed for flow alarms or with a flow proportionate pulse for remote totalizers, samplers or chlorinators. The isolated 4-20mA output can be connected to chart recorders, remote displays or controllers. Smart Operating System The OCF-IV tracks flow continuously Through any flume or weir. False echoes from turbulence, splashing rain or snowfall are automatically rejected. Temperature compensation is automatic for high accuracy. Continuous flow is shown on the large 4 - digit display while thele -digit alphanumeric display scrolls automatically to display maximum flow and totalizer values. NEW ':on--2c,nra.;:ir. Se„scr Designed specifically for open channel flow applications, the new Greyline PZ12 sensor can be mounted just 8” (20.3 cm) above the maximum water level so it is ideal for confined space and small flumes. It is rated for measurement ranges up to 12 ft (3.66 m). The PZ12 sensor mounts above the flowing liquid so there is no fouling and no maintenance is required. It will not be damaged by accidental submersion and d self - tunes to extended cable lengths up to 500 ft (152 m). Contact a Greyline sales representative in your area or phone one of our sales engineers. Describe your requirements and receive our prompt quotation. Take advantage of Greyline's applications experience. Phone toll free 1-888-473-9546 for advice and information on applications, installation or service for Greyline instruments. The Greyline OCF-IV Open Channel Flow Monitor must meet your requirements. Discuss your application with a Greyline representative to arrange a performance test. Quality of Materials and Workmanship - Each instrument manufactured by Greyline is warranted against defects in materials and workmanship for a period of one year from date of purchase. Refer to our limited warranty included with each product. Lam', Cr; ;• (J it LIMP/LS Inc"',. • -EYE - .._ Electromagnetic (Mag) Flowmeters Sensor Model M2200 Model M2200 with PTFE liner and MC108 Compact Mourn Converter Description Converter) Readout Installation Requirements Calibration and Measurement Typical Applications Model M2200 with Hard Rubber Liner and optional grounding nngs (Remote Converter not shown). Ideal for measurement of liquids with electrical conductivity and characterized by high accuracy (± 0.25%) over a user selectable Bow range. simple installation, long service life and ease of maintenance. The meter's accuracy is unaffected by the liquid's physical characteristics (density, temperature, viscosity, pH, etc.). The M2200 Sensor features. • 1" through 16" sizes for flows from 5 gpm to 22.500 gpm. • The standard pressure is compatible with ANSI 150 ratings. • Designed for rated pressures up to 900 PSI (at ambient temperatures) or liquid temperatures up to 356' F. • Epoxy coaled carbon steel or optional 304 stainless steel flanges. • Stainless steel. PTFE lined flow tube. (Standard 8' liner is hard rubber.) • Electrode material choices including 316 stainless steel. hastelloy B. hastelloy C. platinum. tantalum and titanium. • Double coated epoxy coil housing offers excellent water resistance, even when immersed. • Converter installation options. The M2200 Sensor may be coupled with either the MC106. MC108 or MC208 converter in either a compact or remote version to power sensor coils and process cre- ated voltage, converting voltage Into flow data. The Model 108 Converter is a full -fea- tured unit incorporating multiple alarms and output signal choices. The lower cost Model 208 is a multi -feature unit including the most customer -desired features. includ- ing display, alarm and output choices. Both the MC106 and MC208 incorporate a programmable external keypad and on -unit LCD display. The economical MC106 Converter offers a single choice output with on -unit or remote programming and with or without display. When installed in an insulating pipe. sensor should either be ordered with the optional third grounding electrode or two liquid grounding rings should be inserted between the gasket surfaces and pipe flanges both upstream and downstream. The M2200 Sensor is a Group 61, ISO 11631 device. Every sensor is wet calibrated by either a traceable device or a primary standard. The maximum accuracy error is given by the following choices: ± .25% or better when flows are in the user -set velocity range of 3 It/sec. to 36 11/sec. ± .50% or better, outside the range, for velocity between 1-1/2 ft/sec and 3 ft/sec. Raw water, waste water, tow concentration slurries. abrasive liquids, pulp & paper. food & beverage or most other conductive liquids. r • Sensor Operating Characteristics and Dimensions Size 1' 1-1/2' r 3' 4' 6' 8' 10' 12' 14' 16' Maximum Flow (GPM1 90 200 350 800 1400 3175 5300 8.800 12.700 17.300 22.500 Standard Weight (Ibs.l 19 8 30 9 33.1 50.7 57 3 94.8 154.3 220 330 440 550 Standard Lergtn (A below) 7 9' 7.9' 7 9' 19 6' 10.3' )000: 11.-8' 17-7' 19." 211' 23.6' Standard Width (8 below) 4.6' 6.5' 6.5' 8.8' 8.8" 12.3' 13 6' 16.3' 19.3' 21.3' 2r Number of Bats 4 4 4 4 8 8 8 16 16 20 20 NOTE: Dimensions are under review. Please contact your seller for clarification. Remote Sensor Version 3 4' Overall Dimensions Compact Sensor Version with Model 108 or Model 208 Converter 1 6.9' C Vertical Mounting 4-- 7 "' 100 E 15th Street. Suite 350 Fon Worth. TX 76102 Distributed by: 800.765-6518 817336-3837 (81 7 -33 -METER) FAX: 817-336-3840 e-mail: sales@mastennetennc.com 3 f; visit our website: www.mastermetennc.com Horizontal Mounting 1999 Mager Meter. Inc. en ngms reserves. Loud/Jager e a regisiersd!raceme* 01 Master Meier. Irc. Maeler Meter reserves me rgm !o mane mgaelaailorls to The oroauCI assent= herein al any nme arta w@uul rcoce y0 90 M2200/0391 M2200/0391 PARTS Item No. Description 1 Impeller 2 "f Cast 3 Mechanical seal 4 Shaft 5 Motor 6 Bearings - upper and lower 7 Power cable 8 0 -ring :J 1t 1Jl1iL:i:)] 1 Eilluent Pump MODEL MODELS Order No. HP Volts Phase Max. Amp. RPM Solids WL (lbs.) WE0311L 115 9.4 WE0312L 230 4.7 WE -0311M /0 115 9.4 WE0312M 230 1 4.7 WE0511 H WE0512H WE0538H WE0532H WE0534H WE0511HH WE0512HH WE0538HH WE0532HH WE0534HH 1750 115 13.0 230 6.5 200 3.9 230 3 3.4 460 1.7 115 13.0 230 6.5 200 3.8 230 3 3.3 460 1.65 WE0712H WE0738H WE0732H WE0734H 230 1 10.0 200 6.2 208-230 3 5.4 460 2.7 WE1012H 230 12.5 WE1038H1 200 8.1 WE1032H 208-230 3 7.0 WE1034H 460 35 WE1512H 230 1 15.0 WE1538H 200 106 WE1532H 208-230 3 9.2 WE1534H 460 4.6 WE1512HH 230 1 15.0 WE153BHH 200 WE1532HH 208-230 3 9.2 WE1534HH 460 'METERS FEET __ - - ---------' MODEL. 3885 SIZE. P'+' SOLIDS 10.6 46 3500 56 60 70 120 ss - 10, WEI5HH -301- ICO 4 • mr u • 25 - g0; Mr 20- 0 • 15 10 5 0 1 eo 56V ,FT so4.WE0EMM- � 40' 101 0' 0 r ' 1 I I '0 20 30 40 50 50 70 50 60 1 SID GPM PERFORMANCE RATINGS (gallons per minute) T.� WE51111 WE0511HH Order WEB5191 WM E111M WE1mtH WE1512H WEISI2HH JHE1512HH WE0535/1 WEU1IN WE103W11 WE1531H WE9S]EHN WEISSEHH No. WOM11L WEo511W W! II worm WE1oS2H WE15VN WENSUHH WEIS12HH WEW12L W10312M WEMUMH WENT]411 WE1m4H WE15S4H WEe34HN WE154MHH Total Head Feet of Wale HP 'h 'h 1/2 '/ 1 1 PPM 1750 1750 3500 3500 3500 3500 5 - - - - - - 1/2 3500 60 1'/: 3500 10 15 20 25 30 35 40 45 50 55 80 65 60 57 36 45 25 60 65 69 90 60 83 50 76 38 67 26 58 15 47 36 25 17 8 70 75 104 98 92 85 78 70 62 52 42 32 21 11 80 90 128 122 116 109 102 94 86 77 67 56 46 35 25 15 56 53 48 45 40 35 30 25 18 12 2 84 82 77 '75 72 70 67 64 60 58 5.1 51 47 43 40 33 100 110 120 24 15 80 DIMENSIONS (All dimensions are in inches. Do not use for construction purposes ) D' K, '/:•'/, and 1 HP =15' except tor model WE0712H and WE1012H = 18': 1'h HP = 18' 12W -- 511' i ROTATION 81/2d 'h �fI(ip1 tadkiVIWr 10 CAPACITY 20 mom 1_ KICK -BACK t_ _ EFFLUENT EJECTOR SYSTEM Effluent ejector system otters ease of ordenng and installation. A single ordering number specifies a complete system designed for most residential and commercial sump and effluent pump applications. Package Includes: Submersible Effluent Pomo WE0311L 12L or WE0311M. 12M. WE0511 HH. 12HH Mercury Level Control Switch a2-5(1151) A2 -6(230V1 Basin A7 -I8015. Basin Cover A8 -113L Check Valve A9 -2P Order No. SWE0311L. SWE0312L SWE0311 M. SWE0312M. SWE0511HH SWEO512Hh No 931Gp Job Addr:ss Owner Contractor Setback : \W • Assessor's Parcel No BUILDI PERMIT ARD 1 Date 10112a le) q Address Addres, Front LH Soils Test Footing //• 10- 41— Foundatiorr, Grout Underground Plumbing Rough Plumbing Framing 3-3/ Insulation Roofing Drywall Gas Piping Other //� �/ p / NOTES At S,neei ,fkoials r!c�A-w c?kn/i -� 51�-' i•' S�/h KPi'r S,/S.r„ /(/Q iL�u�/�Cf�[% cse µ..1L 5u.,A'H.y jz fS'Citiv 0' ONS Phone # �/ ii, Phone # 965-a�'/`�F Zoning Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) Finer?'" ist Certificate Occupancy Date Septic System # Date Me Final om•leted9 J7' n Srrfl� L -is c; TN- �ea I+ -Th3IL Aft e7S di (continue on back) 768 • SH. as sax cka 1 g, LIZ DMI- (ILL& u / i— ll -us-! id -- 4 g -ash Zodia o 14 a- akget ok 1 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB t 24 HOURS NOTICE REQUIRED FOR INSPECTIONS 1 Date Issued. BUILDING PERMIT GARFIELD COUNTY, uoed COLORADOG alArea Permit No A. A /ea AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning,location; construction and erection of the proposed structure for which this permit is grantand further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL ANjD VOID. Use l Address or Legal Description Owne Setbacks Front Side Contractor This Card Mast Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ilfaiallai ' 0' #2.—)l -or ' Foundation no ..I_t1-05_i Underground Plumbing Insulation , ._ ,o ZxnOa., t '• z( a24 -ti Rough Plumbing Drywall,11`j5- Zo. tot .LIe4ag..a.. ii ii -..: Vent; s� 2 ar�ei4a Q ' -. Electric Final (by State Inspector) Gas Piping Final y_, 7_ end- -Electric Rough (By State I `'W ' s -P nr" Septic Final Framing 4,-3/ °i (To include Roof m plac and Windows and Doors installed). Notes: Sr^a N -vi 1,154 ie3jv aro w•w-,r,,L_,•_ , wti 4", - -{ y ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT --Ccini ° Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC