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Permit File 219 R Avenue
' 6-c Y City of Anacortes Permit#: BLD-2002-8268 904 6th Street Issue date: 01/27/2003 P.O.Box 547 Expire date: 01/27/2004 t4y4_t ! Anacortes, WA 98221-0547 W` (360) 293-1901 Job Address: 219 R AVE ANACORTES WA 98221 APN: Permit Type: Commercial Repair/Alter Permit Project: Remarks: Installation of a water recycling system to minimize the use of water applied to paved areas for dust suppression at the terminal. Applicant: PORT OF ANACORTES Owner: PORT OF ANACORTES Address: Address: Phone: 299-1803 Phone: Contractor: Addressr: Phone: License#: General Information: Fees: Building Valuation 200000 Building Permit Fee 1,242.50 State Building Code Fee 4.50 Plan Review Fee 806.98 Total Calculated: 2,053.98 Deposits/Receipts: 0.00 Total Due: 2,053.98 • • THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE Ali BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, INCLUDING CALLS FOR INSPECTIONS. Applicant Signature Issued by PAGE 1 OF 1 "` co Bob Elsner,Director of Planning and Projects �a P.O.Box 297 ° Anacortes,Washington 98221 Port of Anacortes 360.299.1822 Fax 360.293.9608 Email elsner@portofanacortes.com Transmittal DEC 0 2,2002 DEpr To: City of Anacortes Data December 2, 2002 PO Box 547 Anacortes, WA 98221-0547 Athx Don Measamer, Plans Examiner RE Port Recycle Water System —219 R Avenue Copies Description 1 City of Anacortes letter dated 11/14/02 1 Port E-mail responses to Items(1)and(2) 1 Dept.of Ecology Agreed Order No. DE 02WQNR-3680 1 Dept.of Ecology Agreed Order No. DE 02WQNR-3680A-01 (Amendment) Message: Don, In reference to your letter of 11/14/02, the attached addresses your questions with the exception of Item (3), which per your phone conversation with Margaret Schwertner was determined not to be needed. If you have any further questions, please let us know. Thanks! PORT OF ANACORTES Bob Elsner Director of Planning and Projects Becky Darden From: Sherlock Hirning Sent: Monday, December 02, 2002 8:33 AM To: Becky Darden Cc: Jason Chandler; Mike Hardy; Craig Stampher; Bob Elsner Subject: City Responses for Recycle System Here's our answers to the city's questions about the water recycle system. • The tank locations have been changed so both tanks are located on the north side of the existing coke drying bed. Three feet of clearance will be available on the tank side of the water line and there will be unlimited access on the east side of the waterline in the vicinity of the tanks. Per discussion with Bob Clumpner and Jim Irving on November 21, we can move the tanks if it becomes absolutely necessary and we can also reroute the water line when and if a waterline repair becomes necessary if access is too restricted. • Per discussion with Bob Clumpner and Jim Irving on November 21,there will be two locations where fresh water will be available for recharging the system, at the tire wash and existing hose bibs on the pier. Thank You, 1 ci p `I b n' Regulatory Compliance and Safety Administrator Port of Anacortes www.portofanacortes.com 1 7 0 6�NPCOPTES PLIINNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 FAX (360) 293-1938 P.O. BOX 547, ANACORTES, WA 98221-0547 - 0 IAN MUNCE, DIRECTOR 1891 EDWIN FRANK, BUILDING OFFICIAL® E-mail:ed@cityolonocortes.orcg November 14, 2002 " � 202 Ei Port of Anacortes P.O. Box 297 Anacortes,WA 98221 RE: Port Recycle Water System 219 R Avenue The following are comments and questions concerning the plan review done on the above- mentioned project. 1. There are several concerns regarding the existing city utilities on site,i.e.,water lines under storage tanks. Please confirm a meeting with Bob Clumpner &Jim Irving to discuss concerns and options. t 2. Verify water recharge to the system. 3. Verify Washington State Fisheries approval (provide copy of approval letter or exemption). 4. Verify Department of Ecology approval (provide copy of approval letter or exemption). Respectfully, CITY OF ANACORTES Don Measamer `� b' ' ' Plans Examiner DM:md ekif 7)[ ,F*) DEPARTMENT OF ECOLOGY IN THE MATTER OF THE COMPLIANCE BY ) Port of Anacortes and ) Metropolitan Stevedore Company ) AGREED ORDER with Chapter 90.48 RCW and the ) No. DE 02WQNR-3680 Rules and Regulations of the ) Department of Ecology ) TO: Daniel H. Stahl Port of_Anacortes First and Commercial Avenue, P.O. Box 297 Anacortes. ;"i,: Shawn Bundy Operations Manager Metropolitan Stevedore Company P.O. Box 406 Anacortes, WA 982 1 For the site located at: Pier 2, Port of Anacortes. Anacortes, WA 98221 This is an Agreed Order between the Port of Anacortes and Metropolitan Stevedore Company (Respondents) and the Department of Ecology (Department) to achieve compliance with Chapter 90.48 RCW and the rules and regulations of the Department of Ecology by taking actions which are described below. Findings of Fact: The Department of Ecology makes the following findings of fact to support issuance of this agreed order: The Port of Anacortes owns property, known as Pier 2, located in Anacortes, Washington. This property is operated by Metropolitan Stevedore Company as a vessel loading facility for petroleum coke. The Department granted coverage to Respondents to discharge storrnwater associated with these operations under the NPDES General Stormwater Permit for Industrial Activities (Industrial Stoiruwater Permit). Because of air pollution, nuisance and dust concerns associated with the petroleum coke loading, operation, Respondents have been required by the Northwest Air Pollution Control Authority (NWAPA) and the City of Anacortes to implement mitigation measures to limit fugitive dust and other airborne emissions. The required mitigation measures include water wash-down of docks and other surfaces involved in the petroleum coke loading and operation of a truck wheel wash. Order No. DE 02WQNF 580 Page 2 of 4 The Department has deteiulined that the mitigation measures described above generate wastewater that is not covered by the Industrial Stormwater Permit. By NPDES Inspection Report, dated August 8, 2001, the Department notified Respondents of peiniit violations at Pier 2. The Department concluded that wastewater other than stoiniwater generated by the petroleum coke loading operation at Pier 2 was being discharged to surface waters in violation of Industrial Stormwater Peiriiit # S03-000849. The discharge of wastewater to surface waters still continues. Respondents do not make any admissions of fact or law but agree to the jurisdiction of the Department and that entry of this Agreed Order is in the public interest. For these reasons, and without any admission of Fact or Law in accordance with RCW 90.48.120(2), IT IS ORDERED AND AGREED that Respondents take the following actions: 1). Within (60) days of execution of this Agreed Order: a). Identify the volumes of water contributed to the Pier 2 detention pond during coke load out events and post-load out cleanup activities. Water volume estimates shall be based on available average daily consumption records obtained by Metropolitan Stevedore beginning in 2001. Discharge information shall be reported as average daily and total volumes. 2). Within (90) days of execution of this Agreed Order: a). Develop an Interim Water Management Plan. Along with other alternatives, this plan shall evaluate the practicality of extracting water from the Pier 2 detention pond and'or collection system and recycling this water for reuse during coke load-out. Practicality shall be determined by estimating the average daily volume that can be pumped from the pond/collection system, circulated and/or held in a temporary storage tank and mechanically filtered or settled for reuse for dust control during coke load-out. The plan shall include supporting flow and volumetric calculations. b). Submit updated site Stotlri Water Pollution Prevention Plans for both Respondents with all elements described in Special Condition S9 of the Industrial Stoiniwater Pelinit. 3). Within (120) days of execution of this Agreed Order, Respondents shall: a). Implement the Interim Water Management Plan. Order No. DE 02WQNR '0 Page 3of4 b). Submit field and chemical testing results for three samples of water discharging from the existing Pier 2 detention pond outfall to the embayment adjacent to Guemes Channel. Field measurements shall consist of pH and turbidity using calibrated electronic probe equipment. Representative water samples shall be submitted to an Ecology-approved accredited laboratory for analysis of Total Suspended Solids via EPA Method 160.2 and polycyclic aromatic hydrocarbons via SW846 Method 8270C. One of the three analyses shall also include a Priority Pollutant Scan for Metals using EPA Method 200.7. c). Submit an application for an individual NPDES wastewater discharge peintut addressing discharges from Pier 2. 4). Within (240) days of execution of this Agreed Order, the Respondents shall: a). Complete a report evaluating various All Known, Available, and Reasonable Methods of Prevention, Control, and Treatment (AKART) alternatives for managing discharges from the area currently included in the Pier 2 Industrial Stotniwater Permit. The AKART report shall identify, evaluate, and compare technologies in accordance with the Washington State Surface Water Quality Standards (Chapter 173-201A WAC). b). Provide a schedule for completing an Engineering Evaluation Report for discharges that meet requirements listed in Chapter 173-240-130 WAC. c). Provide a schedule for prompt implementation of AKART measures for all discharges. Respondents shall submit all information required above in written form to Bob Wright, Department of Ecology, Northwest Regional Office, Washington State Department of Ecology, Water Quality Program, 3190 160th Avenue SE, Bellevue, WA 98008-5452. Failure to comply with this Order may result in the issuance of civil penalties or other actions, whether administrative or judicial, to enforce the tet ins of this Order. Respondents shall comply with all requirements of this Agreed Order within the time periods specified. If any event occurs that is outside the reasonable control of Respondents (a "force majeure" event), which causes or is likely to cause delay in performing tasks required under this Agreed Order, Ecology may amend this order to extend the compliance dates provided that Respondents provide prompt written notification of the circumstances causing the delay, the reasons that it is outside their reasonable control, the actions being taken to minimize any delay, and the revised schedule for implementation. Order No. DE 02WQN, i80 Page 4 of 4 After successful completion of all actions listed in Sections 1-4 above, the Department shall issue an amendment to this Agreed Order for the implementation of the AKART measures developed for all discharges under Section 4. By signing this Agreed Order, the below signatories agree not to appeal this action to the Pollution Control Hearings Board (PCHB). This will not affect future appeal rights of any subsequent enforcement action. This Order is effective upon signature by all parties. K VN C. FITZ LTRICK DATE Water Quality Section Manager Northwest Regional Office Department of Ecology State of Washington L . STAHL DATE Executive Director Port of Anacortes 4-,1- - Z e - a SHAWN BUNDY DATE Operations Manager Metropolitan Stevedore Company 01z 0�,, 1� J• , SHORELINE MANAGEMENT ACT PERMIT DATA SHEET AND TRANSMITTAL LETTER PERMIT NO: 267 FROM: PLANNING DEPARTMENT TO: BOB FRITZEN CITY OF ANACORTES DEPARTMENT OF ECOLOGY P.O. Box 547 1204 RAILROAD AVE., STE 200 ANACORTES, WA 98221 BELLINGHAM, WA 98225 DATE OF TRANSMITTAL: DECEMBER 17, 2002 DATE OF RECEIPT: TYPE OF PERMIT: SUBSTANTIAL DEVELOPMENT® CONDITIONAL USE n VARIANCE n REVISION ❑ SPECIAL LOCAL GOVERNMENT DECISION: APPROVAL® CONDITIONAL APPROVAL C DENIAL APPLICANT INFORMATION APPLICANT'S REPRESENTATIVE: NAME: MR. BOB ELSNER NAME: SAME PORT OF ANACORTES ADDRESS: P.O. Box 297 ANACORTES, WA 98221 PHONES) (360) 299-1822 PHONES) IS THE APPLICANT THE PROPERTY OWNER? YES® No El LOCATION OF THE PROPERTY: (SECTION, TOWNSHIP AND RANGE TO THE NEAREST 1/4, 1/4 SECTION OR LATITUDE AND LONGITUDE, AND A STREET ADDRESS WHERE AVAILABLE) GENERALLY, PIER II AT 3RD STREET AND "R" AVENUE, SECTION 18, TOWNSHIP 35 NORTH, RANGE 2 EAST, ANACORTES, SKAGIT COUNTY, WASHINGTON WATER BODY NAME: GUEMES CHANNEL SHORELINE OF STATEWIDE SIGNIFICANCE: YES ® NO ENVIRONMENT DESIGNATION: URBAN I DESCRIPTION OF PROJECT: (SUMMARY OF THE INTENDED USE OR PROJECT PURPOSE) INSTALL A WATER RECYCLING SYSTEM TO MINIMIZE THE USE OF WATER APPLIED TO PAVED AREAS FOR DUST SUPPRESSION AT THE PIER II TERMINAL. NOTICE OF APPLICATION DATE: OCTOBER 1, 2002 FINAL DECISION DATE: DECEMBER 11, 2002 BY: ` "164-74-4-z-- - IAN S. MUNCE, PLANNING DIRECTOR(360) 299-1942 9/30/96(CH.173-27 WAC--P.15) GtT Y £t Shoreline Management Act of 1971 Permit for Shoreline Management Substantial Development Conditional Use or Variance Type of Action X Substantial Development Application No: 267 Conditional Use Permit Administering Agency: City of Anacortes Variance Permit Date Received: October 1, 2002 Special Use Approved: yes Date: December 11, 2002 Pursuant to Chapter 90.58 RCW, a permit is hereby granted to: Name and Address of Applicant: Bob Elsner PORT OF ANACORTES P.O. Box 297 Anacortes, WA 98221 to undertake the following development (please be specific) Install a water recycling system to minimize the use of water applied to paved areas for dust suppression at the Pier 2 terminal. The improvements will provide a system to temporarily pump, store, and recycle water used for dust suppression and pavement washdown associated with on-going coke loading operations. upon the following property (please list the legal description, i.e., section to the nearest quarter section, township, range) generally Pier II at 3rd Street and "R" Avenue, Section 18, Township 35 North, Range 2 East, Anacortes, Skagit County, Washington. within Guemes Channel and/or its associated wetlands. A portion of this project will be/floc-be within shorelines of statewide significance (RCW 90.58.030). The project will be located within an Urban 1 (shoreline area) designation. The following master program provisions are applicable to this development (state the master program section or page number.) If a conditional use or variance, also identify the portion of the master program which provides that the proposed use may be a conditional use, or that portion of the master program being varied. (See Shoreline Administrator's "Findings of Fact") Development pursuant to this permit shall be undertaken pursuant to the following terms and conditions: Shoreline Permit#267 1. The scope of this project not exceed that as set-out in the shoreline application (including attachments), the accompanying SEPA checklist(including attachments). 2. Any necessary approvals are secured from State Fish and Wildlife, Department of Natural Resources, and Corps of Engineers. 3. Silt fencing shall be installed during construction as shall other erosion control measures required by the City Engineer. 4. Existing fire hydrants covering Pier 2 shall be upgraded, as appropriate, to meet city "Storz Coupling" standards. 5. This project is subject to applicable water, sewer, and stormwater hookup fees and transportation, fire, school, and park impact fees. These fees are payable at levels in effect at the time of building permit issuance and may differ from those fee levels currently in effect. 6. Any violation of this permit and its conditions shall constitute a violation of the State Shoreline Management Act and its regulations and be subject to its penalties This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the terms or conditions hereof. Construction pursuant to this permit will not begin or is not authorized until thirty days from the date of filing as defined in RCW 90.58.140(6) and WAC 173-14-090, or until all review proceedings initiated within thirty days from the date of such filing have terminated: Except as provided in RCW 90.58.140(5)(a)(b)(c). ✓.�.,.� /2-//04 2 Ian S. Munce, Shorelines Administrator Date This section for department use only in regard to a Conditional Use or Variance Permit Date received by the Department Approved Denied This conditional use/variance permit is approved by the Department pursuant to Chapter 90.58 RCW. Development shall be undertaken pursuant to the following additional terms and conditions: Date 2 t. Oeci lf 9 � -3 Before the Planning Commission, City of Anacortes Shoreline Management Substantial Development/Special Use Permit Application by the Port of Anacortes Shoreline Permit#267 Findings of Fact and Conclusions of Law and Decision Thereon FINDINGS OF FACT 1. General Background 1.1 The City of Anacortes Planning Director has been designated the Shorelines "Administrator" and "Environmental Officer" for the City of Anacortes Shoreline Management Master Plan, Section 5 - Definitions, Appendix C. 1.2 Under Section 11: Permit Procedure, d) "Not more than 5 working days after the 30 day review period, or following a hearing, if necessary, the Environmental Officer shall recommend approval or denial of the permit to the Planning Commission who shall approve or deny the permit at their next meeting. If the Planning Commission does not act on the permit the decision of the Environmental Officer shall stand." 1.3 Application was made on October 1, 2002 for a Shoreline Substantial Development/Conditional UseNariance/Special Use Permit for the installation of a water recycling system to minimize the use of water applied to paved areas for dust suppression at the Port of Anacortes Pier 2 facility. The project is generally located at 3rd Street and "R" Avenue, Section 18, Township 35 North, Range 2 East, Anacortes, Skagit County, Washington. The application is shown as Exhibit 1. 1.3.1 The vicinity map and site plan are shown as Attachment A to Exhibit 1. 1.4 The proposed project is located on Guemes Channel. 1.5 The proposed project is designed to enhance existing water recycling and management capabilities at the site. The recycling system will decrease water use, and decrease the total water volume discharged to the embayment of Guemes channel. The improvements will provide a system to temporarily pump, store, and recycle the water used for dust suppression and pavement washdown associated with coke loading operations. No significant impacts to off site views are anticipated. 2. State Environmental Policy Act 2.1 A Determination of Nonsignificance (hereinafter "DNS") was issued for this project on October 4, 2002 by the Port of Anacortes, the SEPA lead agency. Exhibit 2 (includes Environmental Checklist and attachments) 2.2 The DNS was made available for public comment on October 4, 2002 and mailed to the appropriate agencies with a deadline for comment of October 18, 2002. 2.3 The DNS was published in the Anacortes American on October 4, 2002, again with a deadline for public comment of October 18, 2002. (Exhibit 3) 2.4 No letters of comment were received in response to this DNS. 3.0 Notice 3.1 Section 11: "Permit Procedure", page 6, item b) of the Shoreline Master Plan with regard to Public Notice states, in part: "Upon receipt of the application, the Environmental Officer shall instruct the applicant to publish notices of the application once a week for two consecutive weeks in a newspaper of general circulation in the City of Anacortes. In addition, the Environmental Officer shall post at least four copies of the notice prominently on the subject property or in conspicuous public places within 300 feet thereof. Within thirty days of the final publication of notice, any interested person may submit his views upon the application, in writing, to the Environmental Officer." 3.2 Notice of Shoreline Substantial Development/Conditional UseNariance/Special Use Application, Notice of Public Hearing, and Notice of Completeness, were published in the Anacortes American on October 23, 2002 and October 30, 2002 (Exhibit 4) and four copies of the Notice were posted on the site and copies were also posted at the Municipal Building, Library and Post Office on October 22, 2002 (Exhibit 5). 3.3 No letters of comment were received in response to this Notice of Application. 3.4. Written comments were received from staff and incorporated into these Findings as follows: The application was received on October 1, 2002 and distributed to City staff on October 21, 2002 requesting that the Planning Department be notified of any additional information needed to evaluate the application. The application was determined to be complete, the applicant notified, and recommendations on merits of the application solicited from city staff. The proposed conditions on page 5 are standard conditions. 3.5 The 30-day application review period for this project ended on December 2, 2002 and the SEPA review period ended on October 18, 2002. The Environmental Officer forwarded Findings of Fact and Conclusions of Law to the Planning Commission on December 4, 2002. The Planning Commission reviewed this permit on December 11, 2002. At the conclusion of the Public Hearing the Planning Commission voted to approve the project subject to the conditions outlined on Page 5. 4.0 Shoreline Master Plan 4.1 The subject property is in a shoreline area designated Urban I by the Shoreline Master Plan for the City of Anacortes. This designation is primarily for those areas which are heavily developed for industrial purposes and those which are appropriate for industrial purposes. The intent of the designation is to provide for efficient utilization of suitable shoreline areas 2 for water dependent commerce and industry consistent with the Shoreline Management Act of 1971, as amended. 4.1.1 Uses include, but are not limited to: Port facilities, and public and private tug and barge companies. 4.1.2 The proposal is located in the appropriate shoreline designation. 4.2 The applicable goals and policies of the Shoreline Master Plan have been addressed by this application as described below. 4.2.1 GOALS AND OBJECTIVES SHORELINE USE ELEMENT GOAL Shorelines are to be managed and activities coordinated in order to preserve long term multiple benefits of the various shoreline resources. Objective: Identify and designate those shoreline areas suited for particular long term uses, including conservancy, recreational, residential, commercial, and industrial. 4.2.1.1 As conditioned below, the proposed project will preserve both the long-term manufacturing and shipping environment and water quality of the shoreline. 4.2.2. SECTION 20: Use-Activity Policies and Regulations 11) PORTS AND WATER RELATED INDUSTRY: Public or private facilities for transfer of cargo or passengers from water-borne craft to land and vice-versa; and facilities for processing manufacturing and storage of goods. Policies a. Water dependent industrial or port uses should be given priority for frontage on navigable waters over other industrial uses. b. Public access opportunities are encouraged at port and industrial sites, if such access would not interfere with operations or endanger public health and safety. c. Cooperative and complementary port and industrial activities are encouraged to locate in common areas. d. Shoreline industrial areas presently served with City utilities and transportation networks and zoned industrial should be considered for use before establishing additional industrial shoreline areas. 4.2.2.1 As conditioned below, the proposed project will protect and preserve the shoreline. Regulations a. Existing port or industrial development on shoreline which is neither shore nor water dependent or related shall be permitted to expand inland from, but not along the shoreline. b. Plans for industrial developments shall provide for screening and buffer areas. 3 c. The Port of Anacortes and City shall coordinate the cooperative and multiple use of piers, docks, and parking facilities. 4.2.2.2 These regulations have been met. 5.0 Zoning Ordinance 5.1 The City Zoning Map establishes zone boundaries and the City Zoning Ordinance establishes (1) the permitted use of land in the various zones and (2) development standards. 5.2 The subject property is in a Manufacturing and Shipping District (MS), Chapter 17.17 of the Anacortes Municipal Code, Title 17, Zoning. 5.2.1 Section 17.17.010 - "Purpose" states: The Manufacturing and Shipping District (MS) is primarily intended to accommodate manufacturing and shipping uses that can utilize the deep waters of the Guemes Channel. Secondarily, the MS District provides for uses supplementary to and compatible with the primary uses. 5.2.2 Section 17.17.020 -"Permitted Uses": Manufacturing, storing, and shipment of goods; research and development centers; offices, maritime administration and public meeting space; building and repair of boats and ships; boat and marine equipment sales and services; public parks and public piers; and public parking. 5.2.3 Section 17.17.030 — "Permitted Accessory Uses" states: Caretaker or security residences; cafeterias (a cafeteria is a facility whose primary function is to provide food and beverage service to employees occupying the same building or building complex as the cafeteria, but whose secondary function is to service the general public); uses customarily incidental to the permitted principle use; and accessory retail sales. 5.2.4 These general purposes and uses as set forth in Section 17.17.010, 17.17,020, and 17.17.030, as conditioned below, have been met by this proposal. 6.0 Findings of Fact 6.1 The requirements of the State Environmental Policy Act have been complied with. 6.2 The Public Notice and Public Hearing requirements of the Shoreline Management Act have been complied with. 6.3 The project is consistent with the shoreline designation, general goals and objectives of the Anacortes Shoreline Master Plan. 6.4 The proposed use will not have a significant adverse effect on the environment or adjacent or nearby uses, and in fact will bring additional benefits in line with the shoreline designation of the site. 4 7.0 Conclusions Shoreline Substantial Development/Special Use Permit # 267 should be issued to the Port of Anacortes for the installation of a water recycling system at Pier 2 subject to the conditions that: 1. The scope of this project not exceed that as set-out in the shoreline application (including attachments), the accompanying SEPA checklist(including attachments). 2. Any necessary approvals are secured from State Fish and Wildlife, Department of Natural Resources, and Corps of Engineers. 3. Silt fencing shall be installed during construction as shall other erosion control measures required by the City Engineer. 4. Existing fire hydrants covering Pier 2 shall be upgraded, as appropriate, to meet city "Storz Coupling" standards. 5. This project is subject to applicable water, sewer, and stormwater hookup fees and transportation, fire, school, and park impact fees. These fees are payable at levels in effect at the time of building permit issuance and may differ from those fee levels currently in effect. 6. Any violation of this permit and its conditions shall constitute a violation of the State Shoreline Management Act and its regulations and be subject to its penalties /2/S 2- Ian S. Munce, Shorelines Administrator Date 5 AGENCY USE ONLY Agency Reference#: Date Received: Circulated by: (local govt.or agency) JOINT AQUATIC RESOURCES PERMIT APPLICATION FORM (JARPA) (for use in Washington State) n,o ( !j PLEASE TYPE OR PRINT IN BLACK INK ' EXHIBIT 1 - ; ❑ I am applying for a Fish Habitat Enhancement Project per requirements of RCW 75.20.350. You must submit a copy of this completed JARPA application form, and the(Fish Habitat Enhancement JARPA Addition) to your local Government Planning Department and Washington Department of Fish &Wildlife Area Habitat Biologist on the same day. NOTE: LOCAL GOVERNMENTS—You must submit any comments on these projects to WDFW within 15 working d; Based on the instructions provided,I am sending copies of this application to the following: (check all that apply) X Local Government for shoreline:X Substantial Development ❑Conditional Use ❑Variance ❑Exemption ❑ Revision ❑Floodplain Management ❑Critical Areas Ordinance ❑ Washington Department of Fish and Wildlife for HPA(Submit 3 copies to WDFW Region) ❑ Washington Department of Ecology for 401 Water Quality Certification Nationwide Permits(to Regional office-Federal Permit Unit) ❑ Washington Department of Natural Resources for Aquatic Resources Use Authorization Notification ❑ Corps of Engineers for: ❑Section 404 ❑Section 10 permit ❑ Coast Guard for Section 9 Bridge Permit ❑ US Fish&Wildlife Service or National Marine Fisheries Service for Endangered Species Act(ESA)Consultation SECTION A-Use for all permits covered by this application. Be sure to ALSO complete Section C(Signature Block)for all permit applications. 1.APPLICANT PORT OF ANACORTES (Contact: Bob Elsner) MAILING ADDRESS P.O. Box 297, Anacortes,Washington 98221 WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# (360)299-1822 elsner@portofanacortes.com (360) 293-9608 If an agent is acting for the applicant during the permit process,complete#2. 2.AUTHORIZED AGENT MAILING ADDRESS WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# 3.RELATIONSHIP OF APPLICANT TO PROPERTY: X OWNER 13 PURCHASER ❑LESSEE ❑OTHER: 4.NAME,ADDRESS,AND PHONE NUMBER OF PROPERTY OWNER(S),IF OTHER THAN APPLICANT: 5.LOCATION(STREET ADDRESS,INCLUDING CITY,COUNTY AND ZIP CODE,WHERE PROPOSED ACTIVITY EXISTS OR WILL OCCUR) Port of Anacortes Pier 2, 3rd Street and"R"Avenue,Anacortes, Skagit County,Washington 98221 LOCAL GOVERNMENT WITH JURISDICTION(CITY OR COUNTY) WATERBODY TRIBUTARY OF WRIA# Guemes Channel Puget Sound 3 'I.SECTION SECTION TOWNSHIP RANGE GOVERNMENT LOT SHORELINE DESIGNATION 18 35N 2E Urban 1 LATITUDE&LONGITUDE ZONING DESIGNATION IF KNOWN: Manufacturing and Shipping TAX PARCEL NO: DNR STREAM TYPE,IF KNOWN 6.DESCRIBE THE CURRENT USE OF THE PROPERT ')STRUCTURES EXISTING ON THE PROPERTY. IF ANY PORTIOI, HE PROPOSED ACTIVITY IS ALREADY COMPLETED ON THIS PROPERTY,INDICATE MONTH AND YEAR OF C _ETION. Pier 2 is located on the south shore of Guemes Channel. The 13.47 acre terminal includes a 462 by 60 foot concrete pier and is used for bulk commodities loading (primarily petroleum coke exported from the Shell refinery at March Point), project I and marine cargo, and logs and wood products. Metropolitan Stevedore Company operates the coke loading facility under a lease with the Port. Existing facilities and services for the coke loading operation include a paved storage yard, coke loader/conveyor, maintenance building, utilities, and a storm water collection system with a settling pond for water treatment prior to outfall discharge.A log storage yard is also located at Pier 2 but is not part of the coke loading operation or planned water recycling system described in this application. No changes to the log storage yard are planned. IS THE PROPERTY AGRICULTURAL LAND? 0 YES ❑NO ARE YOU A USDA PROGRAM PARTICIPANT? ❑YES 0 NO 7a. DESCRIBE THE PROPOSED CONSTRUCTION AND/OR FILL WORK FOR THE PROJECT THAT YOU WANT TO BUILD THAT NEEDS AQUATIC PERMITS: COMPLETE PLANS AND SPECIFICATIONS SHOULD BE PROVIDED FOR ALL WORK WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE,INCLUDING TYPES OF EQUIPMENT TO BE USED. IF APPLYING FOR A SHORELINE PERMIT,DESCRIBE ALL WORK WITHIN AND BEYOND 200 FEET OF THE ORDINARY HIGH WATER MARK. ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. The Port proposes to install a water recycling system to minimize the use of water applied to paved areas for dust suppression at the terminal.The improvements will provide a system to temporarily pump, store, and recycle the water used for dust suppression and pavement washdown associated with coke loading operations. The project includes the installation of three above ground tanks: two recycle water storage tanks of up to 20,000 gallon capacity(T-101 and T-102), and one 600 gallon tank(T-103)for storing water backwashed from new sand filters during system maintenance. The two storage tanks will be side by side, 10-foot-high cylindrical tanks with an approximate diameter of 17 feet. The backwash tank will be 10 feet high and approximately 4 feet in diameter. Two water pumps will be installed within an 8'by 8' fiberglass shed approximately 10 feet high. A gravity filter system will also be installed and enclosed within an 8'by 15' fiberglass shed approximately 8 feet high. See Sheets 3 and 4 attached. The water recycling system will continue to utilize the existing water treatment pond on the terminal. Approximately 150 feet of trenching with select engineering backfill will be required for connections to existing water and storm water utilities on the terminal (see Sheet 2). No other changes to existing storm water collection systems on the terminal are proposed at this time. No changes to existing outfall structures are proposed. No in-water work is proposed. 7b. DESCRIBE THE PURPOSE OF THE PROPOSED WORK AND WHY YOU WANT OR NEED TO PERFORM IT AT THE SITE. PLEASE EXPLAIN ANY SPECIFIC NEEDS THAT HAVE INFLUENCED THE DESIGN. The purpose of the work is to provide a system to temporarily pump, story, and recycle water used for dust suppression and pavement washdown associated with coke loading operations at Pier 2. The improvements are part of actions being undertaken by the Port of Anacortes and Metropolitan Stevedore Company under a formal agreement between the Port of Anacortes and Metropolitan Stevedore Company and the Washington Department of Ecology. The agreement outlines various tasks to ensure compliance with water quality requirements at the terminal. 7c. DESCRIBE THE POTENTIAL IMPACTS TO CHARACTERISTIC USES OF THE WATER BODY. THESE USES MAY INCLUDE FISH AND AQUATIC LIFE,WATER QUALITY,WATER SUPPLY, RECREATION,and AESTHETICS. IDENTIFY PROPOSED ACTIONS TO AVOID,MINIMIZE,AND MITIGATE DETRIMENTAL IMPACTS,AND PROVIDE PROPER PROTECTION OF FISH AND AQUATIC LIFE. ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. No in-water work is proposed. The proposed improvements will enhance existing water recycling and management capabilities at the site. The recycling system will decrease water use, and decrease the total water volume discharged to the embayment of Guemes Channel.There will be no significant adverse impacts to water quality, habitat, aesthetics,or recreation at the site and Guemes Channel. The proposed structures are all 10 feet high or less, are grouped adjacent to the existing storm water treatment pond, and are smaller in scale than existing structures on the site such as the coke Loader/conveyor. No significant impacts to off site views are anticipated. PREPARATION OF DRAWINGS: SEE SAMPLE DRAW' AND GUIDANCE FOR COMPLETING THE DRAWINGS. ONE SET C 'GINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BE ATTACHED. NOTE: APPLICANTS ARE ENC ;GED TO SUBMIT PHOTOGRAPHS OF THE PROJECT SITE,BUTT, ,c DO NOT SUBSTITUTE FOR DRAWINGS. THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON 8-1/2 X 11 INCH SHEETS. LARGER DRAWINGS MAY BE REQUIRED BY OTHER AGENCIES. 8.WILL THE PROJECT BE CONSTRUCTED IN STAGES? ❑YES X NO PROPOSED STARTING DATE:FaII 2002 or WINTER 2003 ESTIMATED DURATION OF ACTIVITY:One month 9.CHECK IF ANY STRUCTURES WILL BE PLACED: ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS;AND/OR ❑WATERWARD OF MEAN HIGH WATER LINE IN TIDAL WATERS 10.WILL FILL MATERIAL(ROCK,FILL,BULKHEAD,OR OTHER MATERIAL)BE PLACED: ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES,VOLUME(CUBIC YARDS) /AREA (ACRES) ❑WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES,VOLUME(CUBIC YARDS) AREA (ACRES) 11.WILL MATERIAL BE PLACED IN WETLANDS? IF YES: 0 YES X NO A. IMPACTED AREA IN ACRES: B. HAS A DELINEATION BEEN COMPLETED? IF YES,PLEASE SUBMIT WITH APPLICATION. 0 YES X NO C. HAS A WETLAND REPORT BEEN PREPARED? IF YES,PLEASE SUBMIT WITH APPLICATION. 0 YES X NO D. TYPE AND COMPOSITION OF FILL MATERIAL(E.G.,SAND,ETC.): E. MATERIAL SOURCE: F. LIST ALL SOIL SERIES(TYPE OF SOIL)LOCATED AT THE PROJECT SITE,&INDICATE IF THEY ARE ON THE COUNTY'S LIST OF HYDRIC SOILS.SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE(NRCS): 12.WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? ❑YES X NO IF YES,IMPACTED AREA IS ACRES. 13.WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? 0 YES XNO IF YES: A. VOLUME: (CUBIC YARDS)/AREA (ACRES) B. COMPOSITION OF MATERIAL TO BE REMOVED: C. DISPOSAL SITE FOR EXCAVATED MATERIAL: D. METHOD OF DREDGING: 14.HAS THE STATE ENVIRONMENTAL POLICY ACT(SEPA)BEEN COMPLETED? X YES 0 NO SEPA LEAD AGENCY: PORT OF ANACORTES SEPA DECISION: DNS,MDNS,EIS,ADOPTION,EXEMPTION DECISION DATE(END OF PERIOD):October 4,2002 SUBMIT A COPY OF YOUR SEPA DECISION LETTER TO WDFW AS REQUIRED FOR A COMPLETE APPLICATION 15.LIST OTHER APPLICATIONS,APPROVALS,OR CERTIFICATIONS FROM OTHER FEDERAL,STATE OR LOCAL AGENCIES FOR ANY STRUCTURES,CONSTRUCTION,DISCHARGES,OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION(I.E.,PRELIMINARY PLAT APPROVAL,HEALTH DISTRICT APPROVAL,BUILDING PERMIT,SEPA REVIEW,FEDERAL ENERGY REGULATORY COMMISSION LICENSE(FERC),FOREST PRACTICES APPLICATION,ETC.)ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION DATE OF APPLICATION DATE APPROVED COMPLETED? NO. Shoreline Substantial Dev. Permit City of Anacortes October 2002 Building Permit City of Anacortes October 2002 Electrical Permit Skagit County October 2002 16.HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY DESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN? 0 YES X NO IF YES,EXPLAIN: SECTION B-Use for Shoreline and Corp;, Zngineers permits only: , 17.TOTAL COST OF PROJECT. THIS MEANS THE FAIR MARKET VALUE OF THE PROJECT,INCLUDING MATERIALS,LABOR,MACHINE RENTALS,ETC. Estimated$200,000 18.LOCAL GOVERNMENT WITH JURISDICTION: City of Anacortes 19.FOR CORPS,COAST GUARD,AND DNR PERMITS,PROVIDE NAMES,ADDRESSES,AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS,LESSEES,ETC.. PLEASE NOTE: SHORELINE MANAGEMENT COMPLIANCE MAY REQUIRE ADDITIONAL NOTICE—CONSULT YOUR LOCAL GOVERNMENT. NAME ADDRESS PHONE NUMBER Port of Anacortes P.O. Box 297, Anacortes, WA 98221 (360)299-1822 City of Anacortes P.O. Box 547, Anacortes, WA 98221 (360)299-1942 SECTION C- This section MUST be completed for any permit covered by this application 20.APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHORIZE THE ACTIVITIES DESCRIBED HEREIN. I CERTIFY THAT I AM FAMILIAR WITH THE INFORMATION CONTAINED IN THIS APPLICATION,AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,SUCH INFORMATION IS TRUE,COMPLETE,AND ACCURATE. I FURTHER CERTIFY THAT I POSSESS THE AUTHORITY TO UNDERTAKE THE PROPOSED ACTIVITIES. I HEREBY GRANT TO THE AGENCIES TO WHICH THIS APPLICATION IS MADE,THE RIGHT TO ENTER THE ABOVE-DESCRIBED LOCATION TO INSPECT THE PROPOSED,IN-PROGRESS OR COMPLETED WORK. I AGREE TO START WORK ONLY AFTER ALL NECESSARY PERMITS HAVE BEEN RECEIVED. SIGNATUR PPLICANT OR AUTHORIZED AGENT DATE �. • TC,11 — 0I eG11 (1)7 I HEREBY DESIGNATE TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT(S). I UNDERSTAND THAT IF A FEDERAL PERMIT IS ISSUED, I MUST SIGN THE PERMIT. SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER(EXCEPT PUBLIC ENTITY LANDOWNERS,E.G.DNR) DATE THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT,IF AN AUTHORIZED AGENT IS DESIGNATED. 18 U.S.0§1001 provides that: Whoever,in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any trick,scheme,or device a material fact or makes any false,fictitious,or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than$10,000 or imprisoned not more than 5 years or both. COMPLETED BY LOCAL OFFICIAL A. Nature of the existing shoreline. (Describe type of shoreline,such as marine,stream, lake, lagoon, marsh, bog,swamp,flood plain,floodway, delta;type of beach,such as accretion,erosion, high bank,low bank,or dike; material such as sand,gravel, mud, clay, rock,riprap; and extent and type of bulkheading, if any:) NIA-�/Nf , ff16/4 6 Vi ratPK4P B. In the event that any of the proposed buildings or structures will exceed a height of thirty-five feet above the average grade level, indicate the approximate location of and number of residential units,existing and potential,that will have an obstructed view: C. If the application involves a conditional use or variance,set forth in full that portion of the master program which provides that the proposed use may be a conditional use,or, in the cas of a variance,from which the variance is being sought: xi II These Agencies are Equal Opportunity and Affirmative Action employers. For special accommodation needs,please contact the appropriate agency in the instructio P cVNA1 LOCATION -,,,- I N .T,S, _ tri e o , , ) . . ._ ---r,-; ', • LAKE •-", / 'Y rrl 1,1 j DIY '' eA.IIIII '11 .--, 0 ' \ It' I , - .____ - 't'7'.-7 wr- 0 -,... ) t 2.21\ID STREET , ,,_ ,41 - 2 J _ tr, ,•. BERRY LAKE , C)1( 3-- - / L--- Ta3) 2. _ ---) S11Ets-Et„ &VENUE C'- ' -- - _) ri- - k.. J ,r-ri ____ i opii i .. :32 11) S7RE 11T , /\ f i 1 _ E0 ( 2) rn BURROWS BAY , el ct 1ST STU.,T I ...4 . , ) -- › ,) H 1 0 ,_. 7 - , .,- ,,, -- , , , ,-,-,- 03 REVISED: DATE: 4-'I 0-00 PORT OF ANACORTES - PIER II 00-00-00 COMPUTER NAME: PIER II c-'HORELINE PERMIT APPLICATION CREATED BY: CITY OF ANACORTES ENCR. DEPT, .-a. 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"Fl 0 2,000 4,000 ` N WART 04Set Scale in Feet 7715-02 9/02 Figure 1 of 4 Site Plan Port of Anacortes Pier 2 Recycle Water System I , Mk*ale ---"-•----- ______- 1• L.--`-- (SEE NOTE 6)� -`-_____ i CAP EXISTING 41N.W ' (SEE NOTE t) --' ; .,° t ,ems I cat 1 i Piping Abbreviations b, 1 Project Purpose:Install Water Recycling System 1 i j�` W Water(city) No in-Water Work Planned f'I HOSE SD Storm Drain b ._f Ti- -_ -.7O Datum:0.0 Feet Mean Lower low Water(MLLW) F 1 ' RW Recycle Water (M 4 --_____- `- 1_ +_ .....i y' 1 BW Backwash Location:Guemes Channel,Anacortes,Skagit County,Washington. Oann�e i . ; \- 1 i-.7. ='- T PD Pumped Drain Township 35N,Range 2E,Section 18 I COKE LOADING I 'I D Drain Pipe ` Applicant:Port of Anacortes I p i...I i o Stormwater Collection Trench I -- —�_ 1. Adjacent Property Owners:Port of Anacortes and City of Anacortes 11 _ 1 �' 1 1 1 ,3 .,0 i ILL N \\'s ,'v '� I 1 1 ‘ To SW'TER Note:Elevations of Upland Range from 15.0 Feet to 16.52 Feet(MLLW) I I 'A'?i - `� Based on October 2001 Grading and Drainage Plan,Peratrovich,Nottingham&Drage,Inc. a / \s., \ ..nA,;-3 ;::;L..-i _- --SO -----1II- 7, r- t°' PSIN.RW p` a T -- /� �A.. i. �� ` i � • Nd5-_E -BIB `� ,�s "`----_ " OH• -___--, ia ___.nag7 wAst•—a T AI/IIOiM1lM111NIWMVO!\, 1 t\ oi.7` �4,_ _ --L--\=�--- _ • n...4..,.,;...,......,---_---__-._._—__._-,: „_ Z NfA1LLIQ '�1�� '.� Qldl ' �.D012e1"""e°` I o so 12011749yr - ,� a.� ft 1 Scale in Feet +: am � •: i ' SD ., �TOna1I11WLYM1 WEAoba 'MAIMp nllan (/r. HKii{/CRC/ 7715-02 10/02 Figure 2 of 4 Piping Plan Port of Anacortes Pier 2 Recycle Water System •E=12.6 3 41, �Q D }IN RW m `\\ (BURIED PVC) N. -- SD- o \� \ , 1 SD SD ; \ N rp- \ O \\ BOOSTER PUMP STATION\ \ \ -PUMPS P-101 AND P-102 U) WITH &FT ENCLOSURE d \ S-x `,\ SAND FILTERS /\�� \ \ --- ,�\•` / SF.,OI AND SF.., 0 V O--___ UHF—� 1 fr- F�\ 4�� — OH,R—_--_� � ,` I TIRE \ v.. \ EX,SDMH#5 '-'-<-:,', (.'- d 111111%4if / ----- 4444 �A \ / 'iz'cPP r ', y \ n5� C� . , /� // ,\ . `�` l 1 K COSTING WATER COLLEC"•'• // TANK T-103.BACKWASH WATER STORAGE .\ `,\ T AND TREATMENT POND / COKE DRYING BED \ v 1 �.w�0w': // // B.x 15.FT FIBERGLASS ENCLOSURE //// // - FOR GRAVITY FILTER(GF-10,) \ N // . , // Ill!1114\,! \ // 3 , \ �// �� 0 PP \" Z -.\ PD,2RP �- 0 20 40 (BU--•PVC) , Scale In Feet 1`',..,, ,.1 Nil HARTCR011 7715-02 10/02 Figure 31,14 a Section and Detail Port 2 Ac COrieS Recycle Water System u+oFurR Pier 2 Recy irssfr AllOVEIRIA SOTTO! .Fr AND im.*woe% 7 crag\I VW INK KA WALL FT LAIR 7 twou au"Nur pyNFu rl vae etc /, .,f /, VOITIRGI MAvi 1�7.�N MIMI SECTOR'SANC ALTER MOUNTING PAP ilk r '' 1, /%/, l,122g/i %ll/Iii1 l/i��G/II / SLOOP Tiger aim S nON•ST...< Q 4FT �w.abFT � re -\ e IN aw /► Oypygp% 1(1111plipit* Al 1 \riles 1 rim �itillarl •T Inv , ,� �.�..�.-. HAgrOair ,,,... LK s..0oo Ted MOW 9102 aatpwN 15-0 A..A I SECTION SA . AR T I( VD „t `�� �” EXHIBIT 2 PORT OF ANACORTES DETERMINATION OF NONSIGNIFICANCE Pier 2 Water Recycling System Description of Proposal: The Port proposes to install a water recycling system to minimize the use of water applied to paved areas for dust suppression at the terminal. The improvements will provide a system to temporarily pump, store, and recycle the water used for dust suppression and pavement washdown associated with on-going coke loading operations. The project includes the installation of three above ground tanks: two recycle water storage tanks of up to 20,000 gallon capacity, and one 600 gallon tank for storing water backwashed from new sand filters during system maintenance. The two storage tanks will be side by side, 10-foot-high cylindrical tanks with an approximate diameter of 17 feet. The backwash tank will be 10 feet high and approximately 4 feet in diameter. Two water pumps will be installed within an 8' by 8' fiberglass shed approximately 10 feet high. A gravity filter system will also be installed and enclosed within an 8' by 15' fiberglass shed approximately 8 feet high. The water recycling system will continue to utilize the existing water treatment pond on the terminal. Approximately 150 feet of trenching with select engineering backfill will be required for connections to existing water and storm water utilities on the terminal. No other changes to existing storm water collection systems on the terminal are proposed at this time. No changes to existing outfall structures are proposed. No in-water work is proposed. The improvements are part of actions being undertaken by the Port of Anacortes and Metropolitan Stevedore Company under a formal agreement between the Port of Anacortes and Metropolitan Stevedore Company and the Washington Department of Ecology. The agreement outlines various tasks to enhance the water management capabilities at the terminal. Proponent: Port of Anacortes Location of proposal, including street address, if any: Port of Anacortes Pier 2, 3rd Street and "R"Avenue, Anacortes, Washington 98221. Lead Agency: Port of Anacortes The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C. 030(2)c. This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by Friday, October 18, 2002. Responsible Official: Daniel H. Stahl, Executive Director Address: Port of Anacortes, P.O. Box 297, Anacortes, Washington 98221 Date: October 4, 2002 Signature: 8 ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: Port of Anacortes Pier 2 Water Recycling System 2. Name of applicant: Port of Anacortes 3. Address and phone number of applicant and contact person: Contact: Bob Elsner, Director of Planning and Projects Port of Anacortes First and Commercial Avenue P.O. Box 297 Anacortes,Washington 98221 Telephone:(360)293-3134 4. Date checklist prepared: September 20, 2002 5. Agency requesting checklist: Port of Anacortes 6. Proposed timing or schedule(including phasing, if applicable): The project will be constructed as soon as a shoreline substantial development permit is procured from the City of Anacortes (estimate fall 2002). The project is subject to a schedule under an Administrative Order on Consent with the Department of Ecology. The installation of improvements is estimated to take approximately one month. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Revised Storm Water Pollution Prevention Plan for Pier 2, Port of Anacortes, No. S03- 000849, dated 9/3/02 under the Washington Department of Ecology Industrial Storm Water General Permit. Revised Storm Water Pollution Prevention Plan for Pier 2, Metropolitan Stevedore Company,No. S03-00083430, dated 9/3/02 under the Washington Department of Ecology Industrial Storm Water General Permit. Port of Anacortes SEPA Checklist Page 1 • Pier 2 Water Recycling System September 20, 2002 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain. No. 10. List any government approvals or permits that will be needed for your proposal, if known. City of Anacortes Shoreline Substantial Development Permit City of Anacortes Building Permit Skagit County Electrical Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The Port proposes to install a water recycling system to minimize the use of water applied to paved areas for dust suppression at the terminal.The improvements will provide a system to temporarily pump, store, and recycle the water used for dust suppression and pavement washdown associated with coke loading operations. The project includes the installation of three above ground tanks:two recycle water storage tanks of up to 20,000 gallon capacity(T-101 and T-102), and one 600 gallon tank(T-103) for storing water backwashed from new sand filters during system maintenance. The two storage tanks will be side by side, 10-foot-high cylindrical tanks with an approximate diameter of 17 feet. The backwash tank will be 10 feet high and approximately 4 feet in diameter. Two water pumps will be installed within an 8'by 8'fiberglass shed approximately 10 feet high. A gravity filter system will also be installed and enclosed within an 8'by 15'fiberglass shed approximately 8 feet high. See Sheets 3 and 4 attached. The water recycling system will continue to utilize the existing water treatment pond on the terminal. Approximately 150 feet of trenching with select engineering backfill will be required for connections to existing water and storm water utilities on the terminal (see Sheet 2). No other changes to existing storm water collection systems on the terminal are proposed at this time. No changes to existing outfall structures are proposed. No in- water work is proposed. The improvements are part of actions being undertaken by the Port of Anacortes and Metropolitan Stevedore Company under a formal agreement between the Port of Anacortes and Metropolitan Stevedore Company and the Washington Department of Ecology. The agreement outlines various tasks to ensure compliance with water quality requirements at the terminal. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a leggl description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans Port of Anacortes SEPA Checklist Page 2 Pier 2 Water Recycling System September 20, 2002 required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The proposed project is located at Port of Anacortes Pier 2, between"R"and"S" Avenues,Anacortes,Washington, adjacent to Guemes Channel, Puget Sound. • Port of Anacortes SEPA Checklist Page 3 Pier 2 Water Recycling System September 20, 2002 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site(circle one): Flat rolling, hilly, steep slopes, mountainous, other. . . b. What is the steepest slope on the site (approximate percent slope)? Less than one percent. c. What general types of soils are found on the site(for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Sand, silt,and gravel. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 150 feet of trenching with select engineering backfill will be required for connections to existing water and storm water utilities on the terminal. Approximately 85 cubic yards of excavation and equivalent backfill volume is anticipated. No filling is proposed. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The site is currently 100% paved, and no net change in impervious surface is proposed. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: The contractors will implement best management practices to control erosion and sedimentation during trenching for construction. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke)during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Port of Anacortes SEPA Checklist Page 4 Pier 2 Water Recycling System September 20, 2002 Construction equipment such as cranes and trucks will result in a temporary, minor increase in air emissions during construction. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No. b. Proposed measures to reduce or control emissions or other impacts to air, if any: A registration certificate from the Northwest Air Pollution Agency currently covers petroleum coke loading operations at Pier 2. Improvements to the water management system will result in improvements to the efficiency of the dust suppression best management practices. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds,wetlands)? If yes, describe type and provide names. If appropriate,state what stream or river it flows into. Pier 2 is located directly adjacent to Guemes Channel and embayment area, Puget Sound. 2) Will the project require any work over, in, or adjacent to(within 200 feet)the described waters? If yes, please describe and attach available plans. Yes. A portion of the proposed water recycling system will be within 200'of the shoreline. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No dredging or filling is proposed. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose,and approximate quantities if known. No. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No. Port of Anacortes SEPA Checklist Page 5 Pier 2 Water Recycling System September 20, 2002 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose,and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(for example: Domestic sewage; industrial, containing the following chemicals . ;agricultural;etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s)are expected to serve. None. c. Water runoff(including storm water): 1) Describe the source of runoff(including storm water)and method of collection and disposal, if any(include quantities, if known). Where will this water flow? Will this water flow into other waters? If so,describe. Storm water and water used for dust suppression and pavement washdown associated with the coke loading operations at Pier 2 drains into the existing collection drains and catch basins at the terminal, then into a treatment pond, and finally through a perforated rise pipe flow device before being discharged through an outfall to an embayment of Guemes Channel. Water from a passive truck tire tread wash also flows into the treatment ponds. No changes to the treatment ponds are proposed. The proposal will minimize the use of water used for dust suppression at the terminal by providing a system to temporarily pump,store,and recycle the water used for dust suppression and pavement washdown associated with the coke loading operations. 2) Could waste materials enter ground or surface waters? If so, generally describe. Fine coke particulates enter storm water and wash waters associated with terminal operations. These fines are collected after settling in the storm water collection and treatment pond system described above. The proposal will reduce the likelihood that waste materials will enter surface water. c. Proposed measures to reduce or control surface,ground, and runoff water impacts, if any: This proposal will enhance existing water management capabilities at the site and will decrease water use, providing an incremental improvement to the quality of storm water discharged from the site. 4. Plants Port of Anacortes SEPA Checklist Page 6 Pier 2 Water Recycling System September 20, 2002 a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily,eelgrass,milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? None. c. List threatened or endangered species known to be on or near the site. No threatened or endangered plants are known to be on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: None proposed. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other:fish: bass, salmon,trout, herring, shellfish,other: b. List any threatened or endangered species known to be on or near the site. Pier 2 is within the migration corridors for the Puget Sound Chinook salmon and bull trout,which were listed as threatened species by the National Marine Fisheries Service and US Fish &Wildlife Service in 1999. No in-water work is proposed and no impacts on threatened or endangered species are anticipated. c. Is the site part of a migration route? If so, explain. Yes, see above. d. Proposed measures to preserve or enhance wildlife, if any: None are necessary. 6. Energy and natural resources = Port of Anacortes SEPA Checklist Page 7 Pier 2 Water Recycling System September 20, 2002 a. What kinds of energy(electric, natural gas, oil,wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity is and will be continue to be used at the terminal for operation of the conveyor system, coke loader, and lighting. The new pumps and filtering systems will be electrical. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: None proposed. 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe. There is a small risk of accidental spillage of oils,fuel, and/or hydraulic fluid from construction equipment operations. The contractor will be equipped with clean materials and procedures for dealing with a small spill. The Port and Metropolitan Stevedore Company also implement spill prevention and contingency cleanup measures as part of storm water pollution prevention planning for the facility. 1) Describe special emergency services that might be required. None. 2)Proposed measures to reduce or control environmental health hazards, if any: None are necessary. b. Noise 1) What types of noise exist in the area which may affect your project(for example: traffic, equipment, operation, other)? The proposed project is within an existing marine industrial area where there is existing noise from trucks, boats, ships, equipment, loading operations, and aircraft. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic,construction, operation,other)? Indicate what hours noise would come from the site. Port of Anacortes SEPA Checklist Page 8 Pier 2 Water Recycling System September 20, 2002 Temporary short-term equipment noise will be generated during construction. The new pumping system will be driven by small electric motors that will be enclosed in an insulated fiberglass shed or submerged in the treatment pond. Pump noise levels will be less than existing contributions from the coke conveyor and dust suppression water applied to the pavement by spray hose. No long- term off site increases in noise are anticipated due to this project. 3) Proposed measures to reduce or control noise impacts, if any: None are necessary. 8. Land and shoreline use a. What is the current use of the site and adjacent properties? The terminal is used for bulk commodities (primarily petroleum coke exported from the Shell refinery at March Point), project cargoes, logs and wood products, and marine cargoes. Terminal uses for cargo and wood products handling are not affected by the planned water recycling system for the coke loading operation. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. The 13.47 acre terminal includes a 462 by 60 foot concrete pier and is used for bulk commodities loading(primarily petroleum coke exported from the Shell refinery at March Point), project and marine cargo, and logs and wood products. Metropolitan Stevedore Company operates the coke loading facility under a lease with the Port. Existing facilities and services for the coke loading operation include a paved storage yard, coke loader/conveyor, maintenance building, utilities, and a storm water collection system with a settling pond for water treatment prior to outfall discharge.A log storage yard is also located at Pier 2 but is not part of the coke loading operation or planned water recycling system described in this application. No changes to the log storage yard are planned. d. Will any structures be demolished? If so,what? No upland structures will be demolished. e. What is the current zoning classification of the site? Manufacturing and Shipping. f. What is the current comprehensive plan designation of the site? Manufacturing and Shipping. g. If applicable,what is the current shoreline master program designation of the site? Urban I. Port of Anacortes SEPA Checklist Page 9 Pier 2 Water Recycling System September 20, 2002 h. Has any part of the site been classified as an"environmentally sensitive"area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? Employment at the terminal will not change due to project completion. The terminal currently employs approximately 20 people. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None proposed. • I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposed project is an improvement to existing operations. No changes in use are proposed. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Not applicable. b. Approximately how many units, if any,would be eliminated? Indicate whether high, middle, or low-income housing. Not applicable. c. Proposed measures to reduce or control housing impacts, if any: Not applicable. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas;what is the principal exterior building material(s)proposed? The new above ground tanks will be approximately 10 feet high. Two small fiberglass sheds(8'by 8'and 8'by 15')will be constructed to house water pumps and a gravity filter system. The exterior building materials will be ribbed fiberglass sheets. b. What views in the immediate vicinity would be altered or obstructed? None. The tanks are smaller in height than existing structures qn the terminal such as the longshore building,which is approximately 13'high, and the coke loader, Port of Anacortes SEPA Checklist Page 10 Pier 2 Water Recycling System September 20, 2002 which is approximately 35' high). The tanks will not obstruct existing off-site views in the immediate vicinity. b. Proposed measures to reduce or control aesthetic impacts, if any: None are necessary. 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? No new lights are proposed and no glare would be increased. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? None. c. Proposed measures to reduce or control light and glare impacts, if any: None are necessary. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? There are no designated recreational activities in the immediate area. The project site is a working industrial marine terminal. Informal uses of adjacent waters include boating and fishing. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None are necessary. 13. Historic and cultural preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so,generally describe. No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. Port of Anacortes SEPA Checklist Page 11 Pier 2 Water Recycling System September 20, 2002 Not applicable. d. Proposed measures to reduce or control impacts, if any: None proposed. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site is served by 3`d Street and"R"Avenue. b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? No. d. How many parking spaces would the completed project have? How many would the project eliminate? No changes to upland uses including parking are proposed. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets,not including driveways? If so, generally describe (indicate whether public. or private). No. e. Will the project use(or occur in the immediate vicinity of)water, rail, or air transportation? If so,generally describe. Yes,the project is in a marine industrial area with intensive use of water and vehicular transportation. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. The completed project will not generate any new vehicular trips. g. Proposed measures to reduce or control transportation impacts, if any: None are necessary. 15. Public services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so,generally describe. No. b. Proposed measures to reduce or control direct impacts on public services, if any. Port of Anacortes SEPA Checklist Page 12 Pier 2 Water Recycling System September 20, 2002 None are necessary. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas,water, refuse service,telephone, sanitary sewer, septic system, other. c. Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Approximately 150 feet of new water line is planned for the recycling system. This will not affect any existing public or private utilities.The water recycling system will decrease the consumption of fresh water from the municipal system. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: twit"- Date Submitted: 91 e c-T �Z" Port of Anacortes SEPA Checklist Page 13 Pier 2 Water Recycling System September 20, 2002 G12 Y Otti EXHIBIT 4 NOTICE OF SHORELINE SUBSTANTIAL DEVELOPMENT/CONDITIONAL USENARIANCE/SPECIAL USE PERMIT APPLICATION FOR THE Port of Anacortes - - DETERMINATION OF COMPLETENESS - - - - NOTICE OF PUBLIC HEARING- - NOTICE IS HEREBY GIVEN that the Anacortes Planning Commission will hold an Open Record Public Hearing on the evening of Wednesday, December 11, 2002 at 7:30 p.m. in the Municipal Building Council Chambers, 6th Street and "Q" Avenue. The purpose of the Public Hearing will be to review and to make a decision on a Shoreline Substantial Development Permit application submitted by the Port of Anacortes to install a water recycling system to minimize the use of water applied to paved areas for dust suppression at the Pier 2 terminal. The project includes the installation of three above ground tanks; two recycle water storage tanks of up to 20,000 gallons and one 600-gallon tank for storage. The project site is generally located 3rd Street and "R"Avenue, Port of Anacortes Pier 2, Section 18, Township 35 North, Range 2 East, Anacortes, Skagit County, Washington. The proposed development is within Guemes Channel and/or its associated wetlands. The Planning Director has determined that this application is complete. Further, the lead agency for this proposal, the Port of Anacortes, has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS was issued under 197-11-340(2); the comment period deadline was October 18, 2002. Comments, if any, were received by Bob Elsner, Port of Anacortes, P.O. Box 297, Anacortes, WA 98221, (360) 299-1822. Additionally, anyone wishing to comment on this application may do so at the above referenced date, place and time. The deadline for written public comment on this application is December 2, 2002. Written comments may be sent to Mr. Ian Munce, Planning Director, P.O. Box 547, Anacortes, WA 98221. G o e Kht an, City Clerk PUBLISH October 23, 2002 and October 30, 2002 EXHIBIT 5 Vls OR`sW.CERTIFICATE OF POSTING LarAi Ptv.cev$ , certify that I posted at least one/four copy(ies) of file Public Hearing Notice for the Port of Anacortes Shoreline Permit Application for the Pier 2 water recycling system on the subject property or in conspicuous public places within 300 feet thereof on the 2.2. day of 0c40 bet' , 2002. Signature Title Building Department Representative Additional notices were posted at the Municipal Building, Library, and Post Office on the Z-(' day of , 2002. Signature y Ja 'itle L d Use Permit Manager Shoreline Permit#267 1. The scope of this project not exceed that as set-out in the shoreline application (including attachments), the accompanying SEPA checklist(including attachments). 2. Any necessary approvals are secured from State Fish and Wildlife, Department of Natural Resources, and Corps of Engineers. 3. Silt fencing shall be installed during construction as shall other erosion control measures required by the City Engineer. 4. Existing fire hydrants covering Pier 2 shall be upgraded, as appropriate, to meet city "Storz Coupling" standards. 5. This project is subject to applicable water, sewer, and stormwater hookup fees and transportation, fire, school, and park impact fees. These fees are payable at levels in effect at the time of building permit issuance and may differ from those fee levels currently in effect. 6. Any violation of this permit and its conditions shall constitute a violation of the State Shoreline Management Act and its regulations and be subject to its penalties This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the terms or conditions hereof. Construction pursuant to this permit will not begin or is not authorized until thirty days from the date of filing as defined in RCW 90.58.140(6) and WAC 173-14-090, or until all review proceedings initiated within thirty days from the date of such filing have terminated: Except as provided in RCW 90.58.140(5)(a)(b)(c). /2-///0 2 Ian S. Munce, Shorelines Administrator Date This section for department use only in regard to a Conditional Use or Variance Permit Date received by the Department Approved Denied This conditional use/variance permit is approved by the Department pursuant to Chapter 90.58 RCW. Development shall be undertaken pursuant to the following additional terms and conditions: Date 2 2 3 _ 4 I 5.• • • d 0 LEGEND U 0 ABOVE GRADE PIPE UJ w BELOW GRADE PIPE < co i. 0 NOTE 3-IN,RW - - - 1) INSTALL VALVEB IN PRECAST n �(PVC) CONCRETE VALVE BOX dLI1 § it / � / ... 2 N 8 y S g N w . it J En BOOSTER PUMP STATION w — PUMPS P-101 AND P-102 _ WITH 8-x 10-FT ENCLOSURE • w 1-.) c" Iu H VALVE VAULT(SEE NOTE 1) 4-IN.RW -- I Jj - /- 8-IN.D(PVC) 8 . -'''E 1 - ELEC PANELS \\ / // • ` rC- -Cr....,_ ....____------l3EE ELEC.MGM8 g 0 1 k I S�__ii j - i 2 — 1 I V' INV EL.=12.6 - a �4 � � _\ 5-FT TANK ASSEMBLY.SEE DETAIL ` ` - T "'c, I I S G-103 G-104 •s,;F;,� - — --� „ _ - -- - - _ - 0 10 20 40 o r iwo B o w� Scale in Feet ° <V OVERFLOW, SEE DETAIL © ' a5� xi ,A. G-103 G-104 $ g o j vW N MECHANICAL FILTERS - , -MF-101 AND MF-102, - �11\ SEE S - G-103 G-105 — 3-IN.PD(FROM SUMP PUMP P-001) to \ 3-IN.PD(FROM SUMP PUTAPP-002) C m Rrioll 1D 5 .�,rti Q u u 3-IN RW(TO SHED)) I`'$- -_`7T-T__- •^s�y� /�C plc � ' 0� a 611A.4 we r A r t ; , .; °`- `'`t ' 203 lb gECIS'Thsty SHEET \SSIONAL IS" G-103 EXPIRES 09/15/2003 SHEET 3 OF 3 - -- ---- • Wi CR. Final Interim Recycling System Design Report Pier 2 Coke Loading Operations my V H RTCROWSER Delivering smarter solutions Prepared for Port of Anacortes September 13, 2002 7715-02 CONTENTS - Page INTRODUCTION 1 SYSTEM REQUIREMENTS (DESIGN CRITERIA) 1 TREATMENT OPTIONS EVALUATED 3 Alternative Systems 3 Costs 4 MAJOR EQUIPMENT ITEMS 4 CONTROLS 6 Pond Sump Pumps • 6 Sand Filters 6 Alarms 7 Flowmeter 7 Booster Pumps 7 Tire Tread Wash g FILTER SYSTEM 8 Sand Filters 8 Backwash Water Treatment 9 PIPING AND SITE LAYOUT 9 Site Location 9 Tanks 9 Piping 10 STRUCTURAL STABILITY ANALYSIS 10 TECHNICAL SPECIFICATIONS AND DRAWINGS 11 PRODUCT DATA 11 CALCULATIONS 12 ELECTRICAL POWER 12 RECOMMENDATIONS 13 Hart Crowser Page i 7715-02 September 13,2002 --I CONTENTS (Continued) Page TABLES 1 Design Flows 2 Major Equipment Items APPENDIX A DRAWINGS APPENDIX B TECHNICAL SPECIFICATIONS APPENDIX C PRODUCT DATA APPENDIX D CALCULATIONS Hart Crowser Page ii 7715-02 September 13,2002 r FINAL - INTERIM RECYCLING SYSTEM DESIGN REPORT PIER 2 COKE LOADING OPERATIONS INTRODUCTION This report describes our recommended equipment selection for the Pier 2 washdown water recycling system and discusses how the recycling system will _ operate. This system is for the coke loading area of Pier 2 and is designed to recycle dust suppression and pavement washdown water per Agreed Order No. DE 02WQNR-3680, dated June 6, 2002, between the Port of Anacortes/Metropolitan Stevedore Company (Respondents) and the Washington State Department of Ecology (Ecology). Currently, water for washdown and dust suppression is provided via the City of Anacortes' (City's) potable water system. As outlined in our letter dated July 30, 2002, we propose that a pressure filter system be utilized to help remove coke particles from the washdown water after - - the water has passed through the existing North Treatment Pond. This design report presents a summary of: • Alternative filters systems, which were evaluated; • Major equipment items; • A description of how the control system will operate; • A summary of the system requirements (design criteria); ■ Description of the sand filters; and - ■ Filter recommendations. SYSTEM REQUIREMENTS (DESIGN CRITERIA) Table 1 provides a summary of the design flows for the recycle system. These are updated values similar to what was presented in our July 30, 2002, letter. Hart Crowser Page 1 7715-02 September 13,2002 n - - Table 1 — Design Flows Max Flow Max.Volume in Makeup Water in Flow To: in gpm Gallons/Day(a) Gallons/Day Cycle 1 (Trucks Un-Loading) 3,000 T-Bar(b) 42 28,000 Tire Tread Wash(b) 85 15,000 Filter Backwash Water(c) 30 1,100(estimate) Cycle 2(Post-Loading Washdown) 3,000 21,600 Washdown (Three Hoses) 120 (3 hoses,3 hours) Notes: a) Based on 11 hours of truck loading over 1.5 typical shifts. b)To be supplied by booster pump. Maximum anticipated flow of 127 gpm during Cycle 1. c)Auto-backwash system utilizes sump pumps to provide backwash water. Other criteria the recycling system is designed to meet include: • Water to the existing mister system will continue to be supplied by City water (via a new hose connection northeast of water vault W 1). • Recycle system will have an overall maximum daily capacity of 63,000 gallons. • On a peak day of water use (63,000 gallons) the treatment system will treat the water in about 21 hours. This maximizes pretreatment and settling in the existing pond by keeping the flow rate through the pond as low as possible, while still allowing a few hours of down time. - • Utilize the existing sediment pond (North Treatment Pond) for initial treatment of recycle water, at a rate of about 50 gpm. • The filters will be sized to treat 50 gallons per minute of wash water without having to backwash more than twice a day per filter set. Backwashing normally would occur automatically. • Filter wash water containing a nominal design concentration of up to approximately 200 to 400 mg/L total suspended solids (TSS), based on concentration in grab sample collected on July 23, 2002. Hart Crowser Page 2 - ' 7715-02 September 13,2002 • Filter-backwash water would be drained to the gravity filter. The gravity filter will separate the coke fines from the backwash water, with the filtered water draining back to the existing pond. • Filter out particles larger than 50 microns from the recycled water. • Provide two treated water storage tanks to store 30,000 gallons total of recycled water. • Not lead to excessive build-up of fine particles within the treatment system (fines are removed and transferred to the gravity filter and the sludge drying bed). • Makeup water will need to be added periodically to compensate for losses due to evaporation and leakage. Makeup water to be added by using the existing hose bibs occasionally during washdown. By meeting these requirements, the recycle system will provide sufficient treatment to allow the existing distribution system to operate properly, including washdown during and after truck loadout, and the truck tire tread wash system. Note that solids build-up within the recycle system is an important consideration for system design because stormwater will continue to be routed through the - North Treatment Pond. TREATMENT OPTIONS EVALUATED Alternative Systems We performed a brief analysis to compare capital costs and operations costs for renting or purchasing components for the following systems: • Pressure sand filters; • Pressure cartridge filters; - • Bag filters; and • Electro-coagulation (EC) with pressure filters. The pressure cartridge and sand filters are relatively low maintenance systems compared to bag filters. They include automatic backwash mechanisms that Hart Crowser Page 3 7715-02 September 13,2002 would flush solids back to the primary treatment pond, or to the gravity filter. The bag filter system has high maintenance because the filters must be manually r , maintained frequently. Maintaining the bag filters can be very labor intensive; however, removal and cleaning of filter bags are simple and effective methods of physically removing solids from the system without having to deal with large volumes of backwash water. By adding an EC unit to the system, solids build-up would be nearly eliminated. The EC unit would also be coupled with the gravity filter to remove the solids. The EC unit purchase and installation costs are significantly greater than costs for the other options. Costs Hart Crowser completed a cost estimate for planning purposes and comparing the relative costs of each option considered. Based on estimated feasibility-level capital and operating cost for the first year, the pressure sand and cartridge filters are significantly less expensive than the bag filter or the EC system. The bag filter system is expensive because of the significant maintenance requirement. The EC unit is a relatively expensive technology compared to the filtrations options considered. Based on a year of operation, the EC system purchase cost was nearly 60 percent higher than the rental cost. For the other systems, there was little difference in the cost to rent versus buy. MAJOR EQUIPMENT ITEMS Table 2 summarizes the major equipment items. Detailed specifications for purchase and installation of these items are included in the specifications portion of the construction documents (see Appendix B). Equipment numbers listed -_ below are specific to our specifications and design drawings. Hart Crowser Page 4 7715-02 September 13,2002 Table 2 — Major Equipment Items EQUIPMENT NAME DESCRIPTION QUANTITY NUMBERS P-001 and Pond Effluent Submersible pumps,50 gpm each,3.0 HP. 2 P-002 Pumps. Pumps shall be capable of handling silts and sands, up to concentrations of 500 PPm. P-101,and Recycle Booster Pumps shall be in-line centrifugal pumps,75 2 P-102 Pumps gpm each, 15 HP,480 volts. Pumps shall be capable of handling silts and sands, up to concentrations of 100 PPm. .__ SF-101 (tanks A, Filters Sand filters shall be 24 inches in diameter 2 Pairs (6 total) B and C), and and mounted on skids. Two sets of three SF-102(tanks A, filters(total of six)are to be provided. B and C) Filters shall include automatic backwash controls, pressure gauges, pressure sensors, and valves. T-001 and T-002 Recycled Water Tanks shall be temporary, surface-mounted 2 Tanks tanks capable of holding at least 15,000 (Above Ground) gallons each. Tanks shall have galvanized steel support frames,with a 30 mil reinforced liner to hold the treated water. Tanks shall include an outlet pipe,overflow, and drain pipe. Inlet pipe will extend over the wall of the tank. GF-101 Gravity Filter The gravity filter will utilize a roll of 1 membrane fabnc, 100 yards long to filter the backwash water. Cleaned backwash water will drain to the pond. UH-1 Unit Heaters Provide one 2,000 watt unit heater in the 2 UH-2 booster pump enclosure and one in the Gravity Filter enclosure to protect the equipment from freezing. Hart Crowser Page 5 7715-02 September 13,2002 CONTROLS Pond Sump Pumps There shall be two sets of controls to operate the recycle system. One set for the two pond sump pumps, and one set for the two booster pumps. The pond sump pumps shall operate as follows: • Manual On/Off/Auto switch. • The two sump pumps will be set to alternate (lead/lag). • One pump will come on when there is a drop in water level in one of the two storage tanks (high water float switch) AND when there is adequate water in the treatment pond (i.e., both float switches have to turn on). This will necessitate three float switches, one for each tank, and one in the pond. A selector switch will allow the operator to determine which tank float switch will operate the sump pump. One of the tanks can then be taken out of service and still allow the system to operate normally. • Each pump will discharge pond effluent directly to one of the sand filters. Effluent lines from both sand filters will be connected to a common pipe so that either pump can be used to fill one or both of the storage tanks. • The pump will operate until one of the following events occur: a) The storage tanks become full (high water float switch); or b) The pond level drops and trips the "low pond level" float switch. • Controls shall include hour meters for each pump. - • The high water alarm in the storage tanks will also shut off the pump should this alarm activate (due to a stuck or failed high water float switch). This arrangement will allow each sump pump and filter to operate in tandem - - (alternating), as well as independently should one half of the system need to be shut down for maintenance. Sand Filters Each set of sand filters shall include a control system that will automatically backwash the filter pairs as follows: Hart Crowser Page 6 7715-02 September 13,2002 • Operators can set the controls to backwash automatically after a set time period; or • The filters will backwash automatically once the differential pressure reaches a set level (adjustable from 5 to 8 psi). Alarms The recycle system shall include the following alarms: • High water in Tank T-001, and high water in tank T-002; and • Low water level in the storage tanks. Flowmeter To monitor volumes of water treated, an ultrasonic flowmeter shall be provided on the discharge side of the booster pumps. The meter shall include a digital readout that can indicate flow velocity, or total gallons pumped (volumetric flow rate). These data should be recorded as part of normal system operations. A second flowmeter is not currently planned to measure flow from the pond. To periodically check the flow rate from the sump pumps, the operator can easily time the change in water level in one of the tanks. This should provide an accurate reading of the flow. As a contingency, cost for a second flowmeter would be approximately $2,500 for the meter and installation. Booster Pumps The booster pumps shall be variable speed pumps controlled as follows: • Manual On/Off/Automatic switch. • A pressure transducer will monitor the pressure in the recycle system distribution pipes. As pressure drops below the set point of 75 psi, the lead pump will come on. The lead pump will operate at a variable speed and will ramp up or down as necessary to provide a steady discharge pressure. • If flow demands require the second pump, the lead pump will slow down to half speed, and then both pumps will operate at the same variable speed to provide the necessary flow and maintain the set pressure. • A low level float switch will stop the pumps should the tanks become drained to a low level. Two sets of float switches will be provided with a Hart Crowser Page 7 7715-02 September 13,2002 selector switch to control which float is active. This will allow one of the tanks to be taken out of service. • Controls will include hour meters to record run time for each pump. Tire Tread Wash The existing electric eye that operates the tire tread wash pump will need to be modified. The design drawings call for the Contractor to disconnect the pumps, and rewire the electric eye to a new motorized valve. This valve is shown in the booster pump station enclosure, however, if it is more efficient, this valve could be located somewhere near the existing tire tread pump. When a truck approaches the truck tire tread wash, the motorized valve will open to supply flow to the tire tread wash pipes. Note, some additional piping modifications may be necessary depending on how the new piping is connected to the existing tire tread piping. FILTER SYSTEM Sand Filters Process water (Pumped Drain [PD] on the drawings) is pumped from the existing settling pond to the filter system. The filter system is composed of two sets of three sand media particulate filters. Each filter is 24 inches in diameter. The overall steel base is 22 inches wide by 78 inches long with 4-inch-diameter inlet and outlet connections. The flow is distributed evenly to the three filters. The process water from the pond flows through the filters from top to bottom via gravity. The filters are sized to limit backwashing to once or twice a day per filter unit. Backwashing is accomplished automatically (see below for more detail). The filter media in each tank is composed of 150 pounds of gravel and 400 pounds of sand (see specifications for more detail). The media would be installed once the filters are in place. To meet building code requirements for stability, the tanks will need to be bolted to a concrete pad. Details for a concrete pad have been included on the drawings. Structural calculations are provided in Appendix D. The backwash cycle controller is set for either a timed interval or a pressure differential initiation. During the backwash cycle, recycled water (RW) from two filters is used to flush the third filter. With the use of a pressure-sustaining valve, the required backwash pressure and flow are maintained. The RW that is not needed for backwashing continues to flow to the storage tanks. Hart crowser Page 8 7715-02 September 13,2002 Backwash Water Treatment To treat the backwash water, a gravity filter (GF-101) with a 300-foot-long roll of filter membrane will be utilized. Different filter membranes can be supplied. We recommend that the initial roll installed be sized to filter particles down to 25 microns. A roll of 40 micron fabric will also be supplied should the 25 micron roll prove too slow. The backwash water is stored in a raised 600-gallon tank with a cone bottom. The cone-shaped bottom will help transfer settled coke particles from the bottom of the tank to the gravity filter. The backwash tank will be supported by a steel stand such that it can drain by gravity into the gravity filter. A ball valve will be used to control the flow from the tank to the filter at a rate of about 6 gpm. The bed of the gravity filter exposes about 4.0 square feet of filter area. As backwash water drains through the fabric, the coke particles are trapped on the filter fabric. As the fabric begins to clog, the water surface raises. Once the water reaches the maximum depth, a float switch turns on a drive motor which advances the filter fabric a foot or so. New fabric is exposed, and the process repeats. The filtered water would drain to the pond, and the solids are either trapped in the rolled up fabric, or dropped off the end of the fabric into a sludge hopper (see drawings for details). Periodically the filter roll will need to be replaced, and the coke in the hopper transferred to the coke drying bed. We estimate that the roll will last several ships before it needs to be replaced. We have specified two different fabrics be supplied, a 25 micron fabric, and a 40 micron fabric. The Port and MSC operators should experiment to see which is the most effective. PIPING AND SITE LAYOUT Site Location - The tanks and treatment equipment need to be located near the existing North Treatment Pond. An area just north of the ponds appears to be feasible for this purpose (see Drawings G-102 and G-103). This site is also close to the existing electrical power and near where the new recycle water piping needs to connect to the existing water system (water vault W4). Tanks The treated water needs to be stored in tanks with a capacity of about 30,000 gallons. To provide greater operational flexibility, we recommend utilizing two temporary modular (bolt together) steel tanks with a 30 mil liner for water proofing. The tanks are sized to hold about 15,000 gallons each. Temporary Hart Cromer Page 9 7715-02 September 13,2002 "Baker tanks" are available on a long-term lease basis, but the cost is comparable to purchasing the bolt-up tanks. The bolt-up tanks can be relocated in the future, if necessary. Two steel Baker tanks, or Rain for Rent tanks could also be used, either on a lease basis, or for purchase if a used one can be found available for purchase. Generally, neither Baker Tanks, nor Rain for Rent sell their tanks. Piping The piping system is shown on the drawings. The layout indicates that about 160 feet of new 3-inch recycle water (RW) pipe would need to be installed to connect recycle water to the existing water vault W4. This layout requires the 3-inch RW pipe to cross over the existing turpentine pipe (TP) and the 8-inch waterline. At these crossing, the Contractor shall pot hole the existing pipes to confirm their depth and location. This alignment does not require crossing the buried concrete power duct. A second 3-inch RW pipe will need to be laid from the booster pump station to the truck tire tread wash. This pipe should also be buried to protect it from freezing. The buried piping is planned to be schedule 80 PVC pipe. The pumped drain (PD) pipe that supplies pond effluent water to the filters and the backwash (BW) pipes would also be buried. Piping and electrical conduits in the vicinity of the sand filers, tanks, and booster pump station would be above ground. All exposed pipe is to be schedule 40 galvanized steel. STRUCTURAL STABILITY ANALYSIS Stability analyses were performed for the sand filter and water tanks under 475- year earthquake loading. The earthquake loading was estimated based on the 1997 Universal Building Code (UBC), as required by the City of Anacortes for Seismic Zone 3. The stability analyses suggest that the sand filters and water tanks have an adequate (higher than 1.5) factor of safety against overturning. The analyses suggest, however, that the tanks may slide a few inches under the design earthquake. We also performed structural design for the proposed concrete pads supporting the sand filter and water tanks. Our design is shown on design sheet G-105. The proposed 9-inch-thick concrete pads with reinforcement mats will have adequate flexural strengths to support the weight of the tanks. Hart Crowser Page 10 7715-02 September 13,2002 TECHNICAL SPECIFICATIONS AND DRAWINGS Design drawings and technical specifications are presented in Appendices A and B, respectively. The technical specifications were developed in sufficient detail to enable MSC to issue portions of these specifications to suppliers (Parts 1 and 2 of each spec) for equipment purchase, and utilize Part 3, Execution, for the Contractor to install the equipment. Alternatively, they could be provided to a General Contractor who could purchase and install the equipment. The general conditions and construction agreement (or contract) will need to be provided by MSC. Other items that need to be addressed as part of MSC's general conditions include: • Construction staking and survey control; • Use of existing on-site utilities during construction; • Warranty period (1 year minimum); • Quality Control program (inspections); • Contractor to obtain electrical and building permits; • Contractor to maintain Record (As Built) drawings and provide them to us at the end of the project; • Maintenance manuals to be provided to Owner; • Submittals for review by the Engineer; • Final painting and touch up painting; • Construction Schedule; and • Disposal of construction debris. PRODUCT DATA Appendix C contains copies of product data sheets for the major equipment items and several of the minor equipment items, such as the flowmeter. Product data are provided for: • Sand Filters; • Gravity Filter; • Booster Pumps; • Sump Pumps; • Storage Tanks; • Flowmeter; • Victaulic Butterfly Valves; • Fiberglass Enclosure; and • Float Switches. Hart crowser Page 11 7715-02 September 13,2002 CALCULATIONS Appendix D contains copies of our calculations. These include: • Process Schematic; • Filter Sizing Calculation; • Filter Loads (estimate of how much volume of coke is passed to the filters); • Booster Pump Sizing Calculation; • Sump Pump Sizing Calculation; • Summary of Daily Required Water Volumes; • Daily Volumes and Flow Rates Required for Recycle Water; • Storage Tank Sizing Calculation; • Structural Calculations for Equipment Mounting Pads; • Backwash Volume Estimate; and • Estimated Settling in Storage Tank Vault. ELECTRICAL POWER A site inspection was performed on August 15, 2002, by Sparling. The facility is served by Puget Sound Energy (PSE) by a pad-mounted transformer serving a series of panelboards and disconnect switches mounted on a unistrut structure assembly located just north of the pond. Subsequent telephone discussion with PSE representative confirmed that based on the highest demand load record of the meter, there is adequate power available in the existing system to serve the requirements of this project. The new electrical system is required to power the pumps (four total), heaters for the two enclosures, the gravity filter, and the three sets of controls (sump pumps, booster pumps, and filters). The system will include a 480/277V panel for the motor, starters, and sump pump controls, and a 208/120V panel for the heaters, auxiliary equipment, and convenience outlets required by code. Sump pump controls will be located next to the new panel, control panels for the filters will be located next to each filter, and the control panel for the booster pumps will be located in a panel inside the booster pump enclosure. The overall design has taken into consideration the fact that the equipment location is temporary and may have to be relocated in the future. This accounts for the exposed mounting of raceways where allowed by code. Hart Crowser Page 12 7715-02 September 13,2002 RECOMMENDATIONS As discussed above, we recommend that the recycle system utilize the sand filter option. This would provide the requisite treatment at the least cost. We also recommend that the Port and MSC consider leasing the filters (from Rain for Rent or Baker Tanks) for a 3-month trial period during the winter wet season to confirm that filters are properly sized. The filters can then be purchased with the lease payments being applied to the purchase price. As part of the continuing AKART analysis for both Pier 2 and Pier 1, we will evaluate additional treatment options that could be separate, or an enhanced version of the recycling system. The recycle system will be designed to allow field adjustments based on operational performance. Specifically, backwash water can be directed to either the gravity filter or the existing treatment pond. If the solids build-up in the pond becomes a concern, more backwash water can be directed to the gravity filter. Alternatively, an EC unit could be installed in the future to help enhance removal of coke fines by causing the coke particles to flocculate together. The filters would still be required to remove the flocculated coke particles. F:\docs\jobs\771502\Final Interim Recycling System Design Rpt.doc Hart Crowser Page 13 7715-02 September 13,2002 r r-, APPENDIX A DRAWINGS Hart Crowser 7715-02 September 13,2002 2 I 3 I 4 I 5 ' �„1 - s„w i 3"n _ i y ..:<% s '1 t }''lVn 'W x 4T Y. vti xr-,< z vitit - zi - >~: 3 -^„ Sn. - s 'r z 'r,��(ifiu _ > `� ,cf '�v a nr -». . ;s; .' at.,a.s .; .. *^ v 11i'+�tf3 hi :� b .v ? s us -t - lifi(gp. . , { \ fF s : xx{ PORT OF ANACORTES § I' f. „{a''} i zd 'I`';� . {�>>»,m,i t 4"i4J V"`1 >",�:;z':':f:.:=e:-v„g ` Sr'k:•' ,,. w xi \' ' > 't. 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I W -n rgal IN W p i • (SE NOTE 2) 4 ' _____ _ ___ _ _. _ __..._. __ 9 ..2 W1 NOTES i. - \ PIPING ABBREVIATIONS 11 1) CONNECT 3-IN RW TO EXISTING 4-IN W(HOPE) 1-.2) CUT OUT AND REMOVE A 2-FT-LONG SECTION OF 71 - ' I EXISTING WATER(HDPE)WELD CAP TO EXISTING 4-IN W N0 NORMALLY OPEN D 1 3) CUT EXISTING W SUPPLY PIPE TO WHEEL WASH n i; ) N C NORMALLY CLOSED ,I - CONNECT 3IN RWTO WHEEL WASH SUPPLY SIZDCAP !,I ` 1-IN.HOSE TO MISTER EEXISTING XISTING SUPIPPPLY PIPE CONTRACTOR TO VERIFY SIZE OF W WATERz �� 9. Lix,I ] r. Vti-'_ . . - 7 IC DRAWING G-106 I __ .;-- - SD STORM DRAIN I! J 4 REFERTO PIPING SCHEMATIC I FOR MORE INFORMATION � 3S -: _ - -_ I C ; 5) CONTRACTINSTALL A IN FROST FREE HOSE BIBOR TO POT HOLE 1ING TO EXISTING W TP TURPENTINE(ABANDONED) 'u a FIRM ui .I __p -' - _ _ -- ) ON PRIOR TO ORDERING PIPE 1 CONCRET'E \ - - • - ___ ._ _ - _ _ - RW RECYCLE WATER d -YV3 PIPE MATERIAL AND LOCATI N ^L' CONNECTION MATERIALS. PAD - -- - - -- - 7) CONTRACTOR TO CONFIRM DEPTH OF EXISTING PIPES PRIOR w TO INSTALLING 3-IN RW, OF OVERFLOW 2 U — ,! ,� COKE LOADING 8) EXISTING TP HAS BEEN ABANDONED. F.BW BACKWASH F. 6 ; ` 9) MOUNT SUMP PUMPS TO SOUTH CONCRETE WALL USING Z ' I '0i :;d GALVANIZED STEEL SLIDE RAILS. m 2 fl II I-' _ -_ - 10) EXISTING OUTLET STRUCTURE HAS 35 3-IN.DIA ORIFICES PD PUMPED DRAIN a 8 '----- '� '--' --- - _ AT ELEVATION 8SAND 17 3IN ORIFICES AT ELEVATION 10.5 '4 .- P..3 _.__ -- HE D DRAIN PIPE _ CONTRACTOR TO PLUG THESE ORIFICES WITH THREADED S --'--- --_AS,i__ __ _ A STAINLESS STEEL AND RUBBER COMPRESSION PLUGS 1 - ' - - - '-sue 11) CONTRACTOR TO SEAL BOTTOM OF EXISTING I B-IN,OUTLET TEE - - .4 WELD GALVANIZED STEEL PLATE ON TO BOTTOM OF TEE PAINT W - I I a S AREAS DAMAGED BY ELDING IZ C �j' CONNECT TO EXISTING WATER I 7 �.r V14, ISEE NOTE 7) s, g • _ _ 3'IN RW z �. } I� ,.._... Ryo, ______ n '�" (BURIED PVC)"? G---s°.-_- so—..0 I a 2 g QVA _ _ SEE NOTE7 ' - r _____._.—_____ __ A, I m _- - _ 120 ' 0 30 60 SE e _` z a1P air'o.� �l-. �-?-----_� 0 0 ' _ __ _ �.__ _ T 20/ r '.:.F ��� 1 . TIR1TRFAD 1h'ASH RAMP I - '�, 1 � _.;-' _ _ � � e7 ,..::_.`� \ ` :�u Ar _ _ _ A - .. _ I' - �.i—�w.xl rs�t-,'I V /-S S fa „ -- _ — h5?S w j - - __ : ---- -" ----" 'C� o- ,.' °x` v}� SUMP PUMPS um O911 9:,p,\ . .32LS, sz � P-101 AND P-002 /y,� °'1339 ,, •F(4"'r...(--Y ; (SEE NOTE9) ijil �O '99 .124' 19--'<'_ J. SEE NOTE W -. __ _ _. .. _x ._ °Q z SEE DRAWING G-103 FOR PIPING PLAN - -a 13 sc sD H= Jai F LLD w `Z` F WA s8 `` or �Is�l SEE NOTES 10 AN011 +' 1 �` KW N —I ♦ �'� ♦♦ I .re 6 N W Q Aeat Li' trA,,� . S HI 1 � '41l,,1oZ O .0 �G�20t�3m0C9 ``�'��" 'V eGIST�+R�° \Y SHEET 1-1 �SSIONAL ti C- G-102 EXPIRES 09/15/2003 SHEET 2 OF 9 f 1 J I, LH I I I 0. 2 I 3I ' Er 0 LEGEND mw'�"{�,'�' U , J ABOVE GRADE PIPE o BELOW GRADE PIPE 2 U ti D NOTE �\ I ::: ; 1) INSALVES IN PRECASCE VALVE BOX w BOOSTER PUMP STATION ut / PUMPS P-101 AND ,- a o WITH B-x10-FT ENCLOCLO SURE i ° U a § i / ', 3-IN RW W B / ` / r VALVE VAULT(SEE NOTE 1) �� 1i i t 7 r 6-IN.D(PVC) `z `C .,-� ( I •g 11 1 ' c I T/14,* . 1 / _ - - - E£ ' 1 `� ELEC PPNELS @d a j \ / / \• \ �"(3EE ELEC.OWG5) wC a` n // \ Tq'0z a��.'_ ;`` s t , 11 N¢ I l� ,( INV.EL=12.4 / 2 Z 2 _ 5 TANK ASSEMBLY,SEE DETAIL a J x `\ I -" - - 0 10 20 40 a .. oLI La'm¢W B \ Scale in Feet w � Iw PS z OVERFLOW, ^ SEE DETAIL - a ¢w w Q G-103 G-104 a i u W MECHANICAL FILTERS AND MFE, \:1, ME \ SEE a ( G-103 G-105 _ - _ _ co tu = 3-IN.PQ(FROM SUMP PUMP P-001) m -� {//� 3-IN.PD(FROM SUMP PUMP P-002) 1EC-to N z d z0 a 4`� �FWASyt /4v °N p F. ` 1 3411 RW(TOSHED)J `r `` `moo ..---,S,_;; ♦ `S� �C ���♦� I-, I a A , I ,0• Ih /} 1 T .o �[ 20(w�3mn0p9n CCO ```A� ' 4m �GMyyl"V `\V ( SHEEP eSSIONAL ENC' G-103 EXPIRES 09/15/2003 SHEET 3 OF 8 1 I 2 3 4 5 I U n O K p 1 Q 1 i_ q 3-IN RW E IL (BURIED PVC) FC - --- cP s_ Sco Rn m a co co co rt in Z�. CO 11 w w u Stithrit 116.1.1%, N BOOSTER PUMP STATION • LL ` - PUMPS P-101 AND P-102 WITH 8-x 8-FT ENCLOSURE 7o C -^Y.Y- o 4 0-IN.D(BURIED PVC) � e c., r v Fy_ gg 8 IP 11 9 ♦ ` F� K 1C �' ?IZO2 a 3 2 — TANK ASSEMBLY r SEE DETAIL G-103 G104 'f. ' i t E g a a , ` _ b CC, SEE DETAIL .._� Z-� a ek �n 8 NV EL. L ) G-103 G705 - >, - - "- - 0 10 20 40 �s INV.F1.=12.0 w r eF4 ww� 1 B OVERFLOW, , , Scale in Feet o i I Y SEE DETAIL u rcw 0 a G-103 G-10a -irk o B LL - .� ;1NV;EL.-12.0 u mk ! �N 1 (OURIEO) I 3-IN.RWLi N N 1 V GTGT06 Oy• TANK T-103,BACKWASH WATER STORAGE G vFt J. F� �; &x 15-FT FIBERGLASS ENCLOSURE - a. O y S F. FOR GRAVITY FILTER (GF-101) 2PIPES F WAS �' z � (BURIED PVC) Q Q - • JO p C '!!y � � ly. /1V�s ♦ 6 ��, : 2c0♦3309 I 1 O T AI)\10� SHEET PC SSIONAL 8\k G-103 EXPIRES 09/15/2003 SHEET 3 OF 8 � 1 I I 2 3I 4 I 5 -- r I � 4-IN CLASS ri U ASPHALT(SEE NOTE 3) 18 IN.MIN.— a 0 EXISTING ASPHALT SAW CUT EXISTING W O ASPHALTo WARNING TAPE AT 12-IN.DEPTH LJ in - //T STING ASPHALT 31N.MIN.CLASS B ASPHALT ���e.-r�i;. 7, I EXISTING��!/ / ! -I/ PLACE IN 2 LIFTS F 1 j/ / 91N.t `/ ' INTERNAL STANDPIPE �i 0 L V I 30-IN COVER 24-IN. 3 FT. `" V 43-IN.RW • . • . 30.1N.COVER / S WARNING TAPE AT 12-IN.DEPTH 4 �, , 64N.OF a en co A ELECTRICAL CONDUIT 12 p C \ Li J 3 o ' BACKFILL WITH CDF J CRUSHED ROCK BACKFILL co 011- iu 21N. 3-IN.RW O PIPE CENTERLINE Rp es I �. 3-IN.PD SLOPE — ' 1� F�'2-FT MIN. TO DRAIND TO PONDill L� _ r : 1 8-IN.MIN. CENTERLINE OF 90°ELBOW WITH SLIP FITTING. W �� NOTE: PIPE 1 FOOT ABOVE 1 (SEE NOTE 2) w PLACE AND COMPACT CLASS B ASPHALT IN TWO LIFTS, PANEL CONNECTION TOP PANEL u I S IL g SECTION-PIPE TRENCH (A'. SECTION-PIPE TRENCH J Si I7I NOTTOSCALE G-102�G104 NOTTOSCALE G1 1„104 1� PANEL CONNECTION b C 17.25 FT BOTTOM PANEL e p DISCHARGE AT 9.5-FT 7 ABOVE TANK BOTTOM pp STEEL TANK SIDE WALL a r 3-IN RW NOTES: I F 1 LINER 1) CONNECT STANDPIPE TO TANK WALL PER MANUFACTURER'S LITERATURE FOR THE 1 MODUTANK(800-245-6964). ADJUSTABLE �� 10 FT INTERNAL STANDPIPE. . THROUGH-WALL FLANGE 2) SLIP FITTING NOT CEMENTED TO ALLOW FOR ' _ 4-IN.RW ADJUSTMENT OF STANDPIPE HEIGHT . l 1-11 �d - - - . _ --"-:r.'- j/ " ./ _ INTERNAL STANDPIPE g s E - DETAIL-INTER 2 § a _ _-'t/." />il.': /� NOT TO SCALE al CONCRETE TRAILER G-1�G-104 i g r1 EXISTING ASPHALT �0TO4-IN.OF SAND BLOCKS,SEE DETAIL© m TO FORM LEVEL PAD G-104 G-104 ° iwm DETAIL-TANK INLET AND OUTLET n ice w o NOT TO SCALE ° G '1 B G-10319-104 i a z a. awy ° rrc; CORRUGATED STEEL I LL xo TANK SIDE WALL m4 LINER -, 101N. 11 STEEL TANK SIDE LINER 4-IN.RW 4 IN.RW 90°ELBOW r _ '1 ullaI L...43 6-IN.BUTTERFLY VALVE I ,_ 2 _ 16 IN.x 16 IN.x 4 IN. it V, N TRAILER BLOCKS 6-IN.45°BEND BIN. J 8-IN. ¢w G r L i `` '. 6-IN.D �.''''I I.�L �µ J. F i 3 a I/CI 6IN.FOR DRAIN C O 11-i FOOTING PLATE EXISTINGASPHALT BASE 2-FT COVERt/ i/ % //EJOSTING ASPHALT / � i /;',i" ')I •` %O�_ R � '4, , 1 as V IX Ill �I 2 FT.x3 FT.STEEL ��� i w m A LEVELING SAND j r�i NOTE: I - ��1� f q TOTAL OF 36 TRAILER BLOCKS AND 10 STEEL FOOTING PLATES �0�� � � •,- 7, -- 1�1I�bz L SPACED AT 3 FEET ON CENTER AROUND TANK PERIMETER. ) A 20 fJ Q° EACH BLOCK SHALL WEIGH AT LEAST 67.5 POUNDS. �� 1-4115TF,RE� .4.' SHEET r, NNOTTTO SCE TYPICAL PIPE PENETRATION �SSIONAL V)' LA DETAIL-TANK FOUNDATION (---3----,) G-104 NOT TO SCALE G-10,..41G-104 EXPIRES 09/15/2003 SHEET 4 OF I T1 1 r 1 1 1 i Li . inI 1 I 2 3 I I 4 I 5 I z J 1VEROIN.O.C.E W. (TOP AND BOTTOM MATS W a. 2-2-1/2-IN.COVER OVER STEEL)L) W c AM - 1 1 I I I I I xl I I 1 I I I L. ., __I m � CV I I :: I G I '.1 I p.l I X I I -1 'I ''r. 1 1 r_,' I I I 4s FT o T--H--.-r---r-"Z."--1 --1-`-1i--7 b I I r\ 1 A I I;', I 5( I 1 I I I 1 I I I H 5 it1 I I I I I I I I w S 8.5 FT I Lu y � 6 S PLAN VIEW ¢ ' w M SAND FILTER w If x 1 I' 1. 1 it B I --_--- 1 I I LJ I ,_. L E L�L1 : ,h -- i I ' - - 0 I 3/4-IN.NUT AND WASHER(TYP.) ' C 1-IN.CHAMFER � e __�. _ _ f e 9IN. I L_J i,; \ / ' ' 7,7/ -%; r ' 7 ' \ r-1 `EXISTING ASPHALT ®12-IN.O.C.EW, a 1 - 3/4-IN.DIA.THREADED HOOK 11a13 IN. (TOP AND BOTTOM MATS 11 2 Hl 4,000 PSI CONCRETE (8 PLACES) t.__ 2-1/2-IN.COVER OVER STEEL) P 9IN SECTION VIEW O k _ SAND FILTER MOUNTING PAD n a a Li NOT TO SCALE G-1O LG-105 $ � $ F I. 3-IN.BW 1 ' ` I 3-IN.OVERFLOW I V 15 8-FT FIBERGLASS ENCLOSURE m 6 L.( m LJ - -x rc z,� z B71 o 1 o W1 LiI I I z H53 reP. - TANK - - n 'ILdI T-003 GRAVITY FILTER GF-101 F — N H L..j \ / . 2-IN.BW J. Fl. z I� \, Q D / °F WASH F,�l ,�, o 21 IN.(MIN.) 0 O �-``SF' -- ��IY� cow r w JI r CC.. 8w Wv. J7 . BIN. Q. • w `� ., wFL N A 9IN. 6 x 6-FT CONCRETE PAD EXISTING ` I lliv 4,000 PSI CONCRETE 2-IN.DRAIN ASPHALT 33O9 �eGISTOS cv SHEET 3/4-IN.DIA.ANCHOR I fa12IN. 1 I BOLTS L__ WITH¢ REBARFT R2 IN.O.C.EWETE PAD INFORCEO xS G-105 55©12-IN.D.C.EW. 9IN. S/ONAL F'- (TOP AND BOTTOM MATS J SECTION-BACKWASH TANK C� 1 2-12-IN.COVER OVER STEEL) NOT TO SCALE G-1031G-105 EXPIRES 09/15/2003 SHEET 5 OF 9 Li I I LL I I I p(�� 1 2 PUMP ENCLOSURE(SEE NOTE 4) z CCCJJJ 31N.RW w Uilia i SEE NOTE 8 PUMP STATION ENCLOSURE 00 TO TRUCK WHEEL WASH rc n V © 31N.RW 2-IN.RW (SEE NOTE 3) /.IN.RW 2-IN.BW Ir 111 �7 BACKWASH N D PT-000 , r WATER TANK 3-IN.OF - ,L J Pi ON N O I fi00 GALLONS (OVERFLOW TO PAVEMENT) Z NO ! O 10 �� T-103 _¢ P-101 TO OISHIBUTI TA SYSTEM �� 0 , \\�� w 2 a ri (WASHDOWN STATIONS AND 1 1/2-IN.RW 2-IN.SW J m T-BAR) N O L N O I + Li FE-001 PI ■ NO 1 X '� �Q I GF-101 = 1 cr P-102 + GRAVITYFILTER 4 I 1/2-IN.RW 2-IN.DRAIN z _ i — 3-IN.BW cr O W 2-IN.BALL VALVE y p�1 &GALLON HVDROPNEUMA7IC TANK \ I 1-. I Li 4-IN.RW SLUDGE TRAY i B — TO POND i y NO 3IN.SW i Li STORAGE TANKS C HIGH WATER ALARM(TYP.)9.25 FT FROM BOTTOM F----�- g e 1 FS-103 FS-101 TANK FULL(OFF)FLOAT SWITCH 9 FT FROM BOTTOM I N C 6-IN.OF 1 FS105 LOW TANK ALARM(PUMPS OFF)1.2 FT FROM BOTTOM I Ah-- - -ii/ I i —I 3IN.X 4-IN.REDUCER i g N O T-101 N O 6-IN.D 1 AIR AND VACUUM 6 _ J�4 f 1 SAND FILTERS I, RELEASE VALVE(SEE NOTE I) $ �l 4-IN. tx, i SF 102 SF TI 2 A I �p AOG/.'..^/,. �On%,/L N Cecm i - I -i I —r- I 1 F a $ FS-102 Q I O I DISCHARGE FS104 I / 1 1 1 �� I ' TO POND 5 6-IN.OF _�_ -___® FS106 SIN.D SEE NOTE 7 1 r___ ! N 0, (t ! NO C — [3-IN.RW `a tl Li LA T-102 A B C A B C ' / I ddd / 4IN.RW J N C N O --- /� �/ - `.� OR FLOW CONTROL) EXISTING NORTH GALVANIZED STEE Igir L / \/\/ / TREATMENT POND UNI STRUT LEGEND. _ I 1 �Q �' SYMBOLS _ _ IX / ' e N O \ 3-IN.PD 2-IN.PD �- BALL VALVE- `31N.RW MIN.WATER IN POND N BUTTERFLY VALVE I. FLOAT SWITCHFN9. UPS (FOR FLOW CONTROL) �� I SET AT ELEVATION 9.B W znjm - - BALL VALVE @ w z zo [6-IN.DRAIN — S"r -�/� CHECK VALVE (SEE NOTE 2) V a o w o • HKW LL PUMP e G TO POND PI a or)SUMP PUMP_/ k3 COMBINATION AIRNACUUM RELEASE VALVE PIPING ABBREVIATIONS - t N 0 NORMALLY OPEN n 1 PRESSURE GAUGE P-0U N C NORMALLY CLOSED SUMP PUMP I Li — -.- REDUCER W WATER(CITY) P-002 2 — w FE FLOW METER SD STORM DRAIN NOTES. w h S . 1"w D I ® FLOAT SWITCH TP TURPENTINE(ABANDONED) 1) EQUIPMENT SUPPLIED WITH SAND FILER Or Q I 2) SLOPE PD PIPE TO DRAIN BACK TO POND U 3 = Y�..i �o PRESSURE REDUCING VALVE RW RECYCLE WATER (FOR FREEZE PROTECTION) Q Q w 3) BOOSTER PUMPS SHALL BE CONNECTED TO THE �`,:VA • ��� aV m 6I I- THREADED UNION OF OVERFLOW PIPING SYSTEM WITH FLEXIBLE PUMP CONNECTIONS L N S OY 0 i 4) BOOSTER PUMPS ARE TO BE ENCLOSED IN AN INSULATED •� �F x -w -a � 1 DOWNTURNED ELBOW BW BACKWASH STEEL ENCLOSURE TO PROTECT THE EQUIPMENT FROM Q `<� > ''N.../ O Q- a H a(_,: VANDALISM _� ,� 5, f�// PD PUMPED DRAIN 5) LOCATE FLOAT SWITCHES AT LEAST 6-FT FROM PUMP 2 1idLIJ ❑ PRESSURE TRANSDUCER r • i{. aA D DRAIN PIPE SUCTION AND DISCHARGE. -6) SET FLOAT SWITCHES IN T-102 AT HE SAME ELEVATION I, �-II- ORIFICE PLATE FS FLOAT SWTCH CSNTRSCIOTT01 �i'; ' I/l )]LLJ 7) IN TH 3-IN RTO PELINE INSTALL BE STAINLESS STEEL ORIFICE PLATE lIN THE 3IN RW PIPELINE BETWEEN TWO SEEL THREAD ON .A 2309 �'© FLEXIBLE PUMP CONNECTION FLANGES NLESS S EEL.WI HRA 1 30-IN DIAMETER ORIFICE DRII ED NIFICE PLATE SHALL BE I/2-IN.THICK IHE PLATE `�A�, �'CITERE��11��' SHEET MOTORIZED VALVE 8) REVISE EXISTING WHEEL WASH SENSOR SO INSTEAD OF SSIONAL E" G-106 TURNING ON A PUMP,THE SENSOR CAUSES HIS VALVE TO OPEN EXPIRES 09/15/2003 SHEET 8 OF 8 ; r 1 r - -- 1 - -- -Li I 2 - B in fl 6 NM SYMBOLS & ABBREVIATIONS a LJ tS EQUIPMENT -1[pHtl .,..r p -"""'� x ft.nod li D 0 DUPLEX RECEPTACLE - 120 VOLT L = ELECTRICAL PANEL 1 Et L^I SPACE d' DISCONNECT SWITCH SPACE t, MOTOR RATED SWITCH M SPACE ® EQUIPMENT CONNECTION J — \ 1 1/4"C. 4 #2. 1 #8 GND NEW PANEL ASINGLE' MOTOR CONNECTION PHASE IIIJI��� — I'L 100A/2P ��; L `PROVIDE NEW BRANCH CIRCUIT BREAKER, RACEWAYS co MANUFACTURER AND _ 1"C. 3 86, 1 #8 CHD NEW PANEL LL AIC RATING TO MATCH M EXISTING 70A/2P ` "LA EXPOSED RACEWAY L.. TO EXISTING (E) CONNECT TO EXISTING - - - -PUGET SOUND 200A/3P (E) 3/a'C, 3 g6 ENCLOSED CIRCUITUNDERGROUND RACEWAY ENERGY PAD BREAKER ON EXISTING MOUNTED DISTRIBUTION SYSTEM HOME RUN TO PANEL OR LOCATION NOTED - TRANSFORMER — LINE UP ` I, "� 1 1/q•G 2 #1 C ME1R0 CIRCUIT RACEWAY ATGN `cal TRAILER C 125A/2P -/ 200A PANEL EXISTING RACEW i (E) 50 KVA %FUR 480-120/240V. 10 ELECTRICAL RISER 7 `I) 20A/1P \!`- FUSED SWITCH/ PBN, 20A/1P ---r"a— CIRCUIT BREAKER I l / IIL // LONGSHORE TRANSFORMER xx 1 1/PC. 2 pl ED — 25A/2P ' 200A BUILDING O WATT-HOUR METER — i 1 1 A 1 (E) 50 KVA XFMR ilia gg 6 hi 480-120/240V, 10 E £ fl La 16 I fA EXISTING DISTRIBUTION PANFI WORK DEFINITION 200A, 480, 30. 4W 7 �> FLAG NOTElui g AC REVISION SYMBOL m 7 B ONE-LINE DIAGRAM X ELECTRICAL DETAIL SYMBOL > a lillil NOT TO SCALE 0 ® EXISTING EQUIPMENT OR DEVICE C3 NOTE: i 11I ALL EQUIPMENT SHOWN IN LIGHT LINE WORK ARE EXISTING P`" EQUIPMENT SHOWN IN HEAVY LINEWEIGHT ARE NEW U.ON ABBREVIATIONSrt ACH ABOVE COUNTER HEIGHT R RACEWAY AG ABOVE GRADE RO RACEWAY ONLY — m A, AMP AMPERE RECEPT RECEPTACLE t_J - AWG AMERICAN WIRE GAGE SPECS SPECIFICATIONS Z A CB CIRCUIT BREAKER SW SWITCH C P CKT CIRCUIT SWBD SWITCHBOARD SFs i oo FBOIC FURNISHED BY OTHERS. TYP TYPICAL omp 1 I INSTALLED BY CONTRACTOR U O.N. UNLESS NOTED 0 P • A 3 0 G. GND GROUND OTHERWISE ee;;�� OF NA.S'X ♦♦`��( t x 2 o o HP HORSEPOWER V VOLT �y 'YR Ill �, J-BOX JUNCTION BOX W WIRE OR WATT ! Iuu1 o� o N NEUTRAL VP WEATHERPROOF L�j It O IC�y m O Li d NIC NOT IN CONTRACT XFMR TRANSFORMER ,W.' �� y Le ryi PNL PANEL 0 PHASE ae 0 37135 n a ' , L O "PECI STE��'� 0- ' 'L.' `SS70NAL .yGf SHEET o 0 E•101 I b EXPIRES 01-31-2003 SHEET'OFS 7 1 I T I I I I 3I 7 ,. \ t i ; ,,, ,,,, I 1 FLAG NOTES: o Wi 'I C__ _- -- -4_1 1\i I ELECTRICAL PANELS AND PUMP CONTROLS IN NEMA 3R ENCLOSURE, O _.�\ I MOUNTED ON UNISTRUT BACKING SUPPORT SIMILAR TO SUPPORT OF p -" __�(��3+..'__ `__,.______-_ EXISTING ELECTRICAL DISTRIBUTUION SYSTEM. SEE PANELBOARD ELEVATION ua f F _ +--_ — —I ` ® EXISTING ELECTRICAL DISTRIBUTION SYSTEM ON PAD MOUNTED UNISTRUT S PA RL I N G \ \ BACKING SUPPORT. \\ \\ w-ENGINEERING D / I® 3/4"C FOR CONTROL WRING TO SUMP PUMP CONTROLLER. TECHNOLOGY CONSULTING rI \\\\\\ I y-4 ly. 1/YC, 2 #12 FOR POWER TO SAND FILTER TO LA-1 /StitrLtiasvacw I 1 \\ \. I Vm Ate® �'t. U \ \ / (2) 3/4"C, 3 #10 FOR BOOSTER PUMP POWER TO PANEL HA Z � 1 1 \ \\ / \\ © PUMP/CONT CONTROL WIRING SUMP PUMP POWER AND (1) 3/4'C FOR SUMP �s, co co \ \\\\\ /// LT-f p © BACK BACKING PROVIDE DISCONNECT CNEMA 3R SWITCHES ENCLOSSUMP PUMPS. PROVIDE UNISTRUT• w x 2 ..-' \ tit \ ' ® 1/2"C. 5 #12 TO LA-2,4,6 FOR FILTER HEATER. CONVENIENCE OUTLET, j \. \ { \ •‘� AND MOTOR. / \ \ \ n ® 1/2"C, 5 #12 TO LA-5,6,10 FOR HEATER AND CONVENIENCE OUTLET. f I — ant / \ \\ "aq MOTOR I- — 1 I VV+4 \` \\ v..., W ). \ N/ \\ \\ SEALTITE WP FLEXIBLE RACEWAY(G6') tl 1 / S. TYPICAL �I SUMP PUMP - it \• 0l , PANEL , PANEL,!'I� CONTROLS 7 '' MOUNT EXPOSED RACEWAYS - ---� --- - _ �. 1 / \3-1\ TO BRACED SINGLE BRACKETS •HH' "LA' B-LINE OR City, BOLTED TO SURFACE SIMILAR , , r,� UNI-STRUT F Fn 4 l - - MUM - SUPPORT _ 1 / \+,;` TO B LINE B494 SERIES OR Ia1s1 \'.tiJ\ UNI-STRUT EQUAL. MINI --- _ _ / v,, \ \ 10'-0.. O.0 SPACING C r-_ -- -- _. / ..,;...\ `��\ CONCRETE hd \ Es., FINISH ASPHALT \ —■— I� HOUSEKEEPING PAD 2 .� 33464x3"H /3q y.1='• _-'- _ _ \ -. SIN,RW \.CJ/L\\ \\ . . . . , -, "la - -- - �(BURIED PVC)\R'�\ PANELBOARD ELEVATION - .\ • NOT TO SCALE �� <_)fr �' `\ `•\ 1 - ------ -' CP ` & 8 Li -- I��- ----- �\ t. I 1-7 --' - ��IL _ ----BOOSTER PUMPS • • 'I \ y$ Yuy SN r `` \`� �- jj dim, t �'+ y ,l i- i — F L b1/a. RaM�_ I -1B1A,117;CAKING .:11.1 �._-'. == i 44„, . l pa,/,„., ,,,t \ �F„ 1 . \ �� `.�" „ I'pi' SCh -f y�� I_ �I t �IItco ct m7 -\ -- �`\ <' JIB/+ vl ;v \g OOSTER PUMP STATION,. -�� / ,�,`,�R . �' � _ R 'I . __ - �?-1 `- a�-,uSANI1 FILTERS n A, \ ` ,`, �• `^ 7 ��UIIIsF-101 &sF-102 ,r�F4A4,,s, / �• ,�^ ,\\ \\�\\ / 1// / I I ' `m (140 \\ l� it �i m j ` \ 6 R�\`�`�-�\/� \• r,//\\.. / BUMP PUMPS. \`4 i - IL kHI `a FILTER'" GRAVITY ESTER: \\ �'�. \\'.� ``l.I I \ I ..1_ I 0 GF-101 I • _ • \ "�} \ i I CC LE o ELECTRICAL SITE PLAN O� ``- `�\/i G ( �- WAS �, LL u ill SCALE. 1"= 20' \ J / s'A-3`�T,_\ ::j-__-- _-l✓9 i i `Ty-i�� �� IIN IVy F o �� a. /- 20 0 20 40 �^ / / '''-r,+ / ! I W A as indwOI feet ` r"T •��__/ __� ).�- A. A A j ctT„ eciSTER �S j' SIONAL, SHEET / \A E-102 1 I 1t EXPIRES 01-31-2003 q SHEET SOF ttrM1 I I 1 I I 1-1 U APPENDIX B TECHNICAL SPECIFICATIONS - I Hart Crowser 7715-02 September 13,2002 'J ' APPENDIX B TECHNICAL SPECIFICATIONS Division 2, Earthwork Section 02500 Paving Section 02700 Water Tanks Section 02710 Backwash Tank Division 11, Equipment Section 11200 Centrifugal Booster Pumps Section 11220 Submersible Pumps Section 11500 Flowmeters Division 13, Special Construction Section 13100 Fiberglass Enclosure - Section 13200 Sand Filters Section 13220 Gravity Filter Division 15, Mechanical Section 15100 Piping Systems Division 16 Electrical Section 16010 General Electrical Provisions Section 16030 Electrical Testing Section 16050 Existing Systems & Demolition Section 16070 Hangers, Supports and Fasteners fl Section 16075 Electrical Identification Section 16105 Electrical Site Work Section 16120 Conductors and Cables (Copper Only) Section 16130 Raceways & Boxes Section 16140 Wiring Devices Section 16450 Grounding Section 16470 Panelboards Section 16475 Fuses Section 16476 Disconnect Switches and Enclosed Circuit Breakers Section 16481 Motor Controllers Section 16999 Project Closeout Appendix Panel Schedules -- Load Calculations Hart Crowser 7715-02 September 13,2002 SECTION 02500 ASPHALT PAVING 1. GENERAL 1.1 Summary This section specifies asphalt concrete pavement for paving over utility trenches. 1.2 References A. This Section incorporates by reference the latest revisions of the following documents. They are part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. Reference Title WSDOT-APWA Washington State Dept. of Transportation and American Public Works Association Standard Specifications for Road, Bridge, and Municipal Construction 1.3 Submittals A. Provide the following submittals: 1. Test report of aggregate to be used in asphalt and concrete mix showing compliance with ASTM C33. 2. Technical data, including material names, sources, and manufacturer's product description of admixtures. 3 Mix design of asphalt concrete. - 4. Aggregate gradation. 2. PRODUCTS 2.1 Aggregate Base A. Aggregate base shall be Top Course and Keystone with a 5/8 inch maximum grading complying with section 9-03.9(3) of the WSDOT-APWA. Hart Crowser 02500-1 7715-02 September 13,2002 IT 2.2 Asphalt Concrete Pavement A. Aggregate shall be Type Class B, 1/2-inch maximum grading, complying with section 9-02.1 of the WSDOT-APWA. B. Asphalt binder shall be paving asphalt, Grade AR-4000 and shall comply with section 9-02.1 of the WSDOT-APWA. C. Asphalt concrete mixing and proportioning shall comply with section 9-03.8 of the WSDOT- APWA. 3. EXECUTION 3.1 Subgrade (Non CDF trenches) A. Grade the subgrade to a uniform surface running true to the line, grade and cross-section indicated. B. Place crushed rock backfill as indicated on the drawings, and per the Piping Specifications. C. Compact subgrade to a depth of 6 inches. Compaction shall achieve 95 percent of maximum density determined by ASTM D1557. Compact trench with small compactor units or mechanical tempers. 3.2 Asphalt Concrete Pavement A. Asphalt concrete: Placement of asphalt concrete pavement shall comply with Section 5-04 of -- WSDOT-APWA. 3.3 Opening to Traffic - A. Unless otherwise approved in writing by the Engineer, the Contractor shall not open newly constructed asphalt concrete pavement to traffic for a minimum of 24 hours after asphalt concrete placement. END OF SECTION F:\Docs\Jobs\771502\Specs\02500A Paving.DOC Hart Crowser 02500-2 7715-02 September 13,2002 SECTION 02700 WATER TANKS 1. GENERAL 1.1 Summary This section specifies the storage tanks to be used as a holding tank for the recycled water 1.2 Submittals A. Contractor shall submit detailed information on proposed tank including capacity, tank components, design life and site preparation and installation procedures. B. Contractor shall submit shop drawings of tanks and connection locations. 1.3 Environment A. The tanks shall be suitable for above-ground installation on an asphalt-paved surface. B. Tanks shall be installed outdoors. Tanks may be subject to temperatures below 32°F. Temperatures may also exceed 90°F. C. Water to be stored in the tanks shall be filtered recycle water, which may contain some settleable particulates. 1.4 Design Conditions A. The tanks shall be designed to meet the requirements for installation in seismic zone 3. B. Minimum tank freeboard shall be 12 inches. C. Tanks shall be anchored using steel tank supports and concrete blocks. - 2. PRODUCTS 2.1 Tanks (T-101 and T-102) A. Each tank shall have a total water storage capacity of at least 14,500 gallons minimum. B. Tanks shall be constructed of corrosion-proof materials. Hart Crowser 02700-1 7715-02 September 13,2002 r-, C. Tanks shall include the following accessories: 1. Alloy steel footing plates with fasteners as shown on the drawings. All steel members shall be hot dipped galvanized. 2. Through-wall fitting for 4-inch outlet to booster pumps, Modutank Thru-the-Wall Assembly or equivalent. 3. 6-inch tank drain at the bottom of the tank wall, Modutank Thru-the-Wall Assembly or equivalent. 4. Overflow (Modutank 6-inch adjustable internal standpipe, or equivalent) which includes through wall fitting for 6-inch pipe, Modutank Thru-the-Wall Assembly or equivalent, 6-inch PVC pipe and elbows as shown on the drawings, and brackets, straps, and fasteners as shown in the manufacturers literature. 5. 8-ounce geotextile liner underlayment. D. All fittings in contact with water shall be galvanized or stainless steel, with compression nuts and bolts. E. Tanks shall be modular, galvanized steel with reinforced liner as manufactured by Modutank (contact Reed Margulis at 800/245-6964), or equal. 2.2 Concrete Blocks A. Concrete Trailer blocks; total weight of 2 blocks for each footing plate shall be no less than 135 lbs. 3. EXECUTION 3.1 Site Preparation A. Surface on which tanks are to be installed shall be clean (i.e., no loose debris) and shall fully support the liner (e.g., no potholes, large cracks). B. Contractor shall place a layer of leveling sand such that the final slope below the tank shall not to exceed 0.01. Hart Crowser 02700-2 7715-02 September 13,2002 r 3.2 Tank Installation Contractor shall install tanks in accordance with manufacturer's instructions, and as shown on the drawings. Installation shall include on-site assembly, placement of the geotextile pad, placement of the concrete trailer block weights, and installation of piping connections. 3.3 Acceptance Testing A. After installation of tank, tests shall be performed to assure that the units and appurtenances have been installed correctly and that there are no leaks. Each tank shall be filled with water. Test water shall be washdown water supplied from the City water system, or water pumped from the existing pond. B. If any deficiencies are revealed during any tests, such deficiencies shall be corrected and the tests shall be reconducted. END OF SECTION F:\Docs\Jobs\771502\Specs\02700A Stor Tank DOC Hart Crowser 02700-3 7715-02 September 13,2002 SECTION 02710 BACKWASH TANK 1. GENERAL 1.1 Summary This section specifies the backwash tank, Equipment number T-103. 1.2 Submittals A. Contractor shall submit detailed information on proposed tank including capacity, tank components, design life, and site preparation and installation procedures. B. Contractor shall submit shop drawings of tanks and connection locations. 1.3 Environment A. The tanks shall be suitable for above-ground installation on a concrete pad surface. B. Tanks shall be installed outdoors. Tanks may be subject to temperatures below 32°F. Temperatures may also exceed 90°F. C. Water to be stored in the tanks contains settleable particulates. D. The tank shall be designed to meet the requirements for installation in seismic zone 3. 2. PRODUCTS 2.1 Backwash Tank (T-103) A. Tank shall be 600-gallon minimum capacity made from polyethylene. Each tank shall be approximately four feet in diameter by eight feet two inches high. B. Tank shall be constructed of corrosion proof materials and all fittings in contact with the water shall be stainless steel, with compression nuts and bolts. C. Tanks shall include the following accessories: 1. Manway: a 17-inch diameter access manway. Hart Crowser 02710-1 7715-02 September 13,2002 P 2. Ladder up the outside of the tank. 3. Piping connections for the pipes as shown on the drawings. 4. Fittings for a 3-inch water line at the top of the tank and a 2-inch drain at the bottom of the tank. 5. A 1'-9" high steel stand. Steel shall be hot dip galvanized. D. Tank shall be manufactured by Poly Processing (contact 866-590-6845, or 206/232-3964 Barbara Bolton), or equal. 3. INSTALLATION 3.1 Tank Installation Tanks shall be installed as shown on the drawings, and in accordance with the manufacturer's recommendations. Prior to tank installation, Contractor shall build the concrete mounting pad. Contractor to anchor the tank's steel stand to the concrete pad as shown on the drawings and per the manufacturer's recommendations. 3.2 Acceptance Testing The tanks shall be filled with water to the design high water level. Any and all leaks shall be repaired. Allowable leakage: None. END OF SECTION F:\Docs\Jobs\771502\Specs\02710A Backwash tank.DOC Hart Crowser 02710-2 7715-02 September 13,2002 f ' SECTION 11200 CENTRIFUGAL BOOSTER PUMPS 1. GENERAL 1.1 Summary This section specifies the pumps to be used to move process water from the storage tank and provide adequate flow and pressure for the wash water system. The pump system will consist of two, self-contained pumps with variable speed drives and an automated control unit. The pumps and control unit shall be skid-mounted with a common suction and an enclosure to provide protection. 1.2 Submittals - - A. Contractor shall submit detailed product information on proposed pumps, motors, materials, connections, and electrical requirements. B. Contractor shall submit shop drawings of mounted pump units with enclosure. C. Contractor shall submit support information including manufacturer's installation instructions, and operation and maintenance manual, including instructions for cold weather use/freeze protection. 1.3 Environment A. The pumps shall be installed outdoors and must be rated for outdoor use. Pumps may be subject to temperatures below 32° F or above 90° F. Pumps will operate in a humid environment. B. The pumps shall be utilized for transferring water containing some abrasive silt. 1.4 Design Conditions -- A. Booster pumps are to supply washdown water to the working surface washdown T-bar, washdown hoses, and wheel wash. B. Variable water discharge shall be maintained at a constant pressure. This pressure setting shall be adjustable, with a minimum range of 50 to 85 psi. C. The pump control unit shall provide the ability to increase flow with a constant pressure with one pump up to 75 GPM, and up to 150 GPM with both pumps. Hart Crowser 11200-1 7715-02 September 13,2002 2. PRODUCTS 2.1 Pumps A. Provide two identical horizontally mounted centrifugal pumps with variable speed drives. B. Pump Service: The pumps shall be suitable for continuous operation, and shall be installed as a skid-mounted, self-contained unit with a common suction. The pumps shall be contained within Item 2.4, Pump Enclosure. C. Operating Conditions: The pumps shall be heavy-duty variable speed pumps, designed to deliver variable flow at constant head. D. Pump casing and impeller shall be constructed of ductile iron. Maximum allowable casing pressure shall be at least 250 psi gauge at 70° F. Each pump shall be capable of the following pump condition: FLOW 75 gpm TOTAL DYNAMIC HEAD 175 feet E. Pump Drives: The pumps shall have electric drive motors TEFC that shall be directly connected to the motors through solid shafts. F. Materials: All the wetted parts of the pump including the interior of the pump case and the impeller shall be constructed of ductile iron. The shaft shall be alloy steel SAE 4140 with a stainless steel, type 316 shaft sleeve. G. Motors: Motors shall be three phase, 460 Volt, shall have a 1.15 service factor, and shall be 15.0 horsepower minimum. Motor speed shall range from 3000 to 3600 rpm. H. The pumps shall be Gould model 3196 STX or approved equal. Contact Beckwith and Kuffel, __ 206/676-6700, Rob Oliver). I. Safety Equipment: Gears, couplings, projecting set-screws, keys, and other rotating parts, so located that any person can come in close proximity thereto, shall be fully enclosed or properly guarded. J. Electrical Equipment: Electrical motor driven equipment specified herein shall be provided complete with motors, motor starters, and controls. Motor starters shall be provided complete with properly sized thermal overload protection in each phase and other appurtenances necessary for the motor control as specified by others. Each motor shall be of sufficient Hart Crowser 11200-2 7715-02 September 13,2002 - - capacity to drive the equipment at the specified capacity without exceeding the nameplate rating of the motor when operating at proper electrical system voltage and frequency. K. Sealing requirements shall be a standard John Crane 4610 unit. The unit shall include a viton seal and silicon carbide seal faces. L. Pumps and piping shall be supplied skid mounted on a steel frame. Layout of equipment shall be organized such that the skid can be mounted inside a 7' by 7' (inside dimensions) enclosure and have room for operators to access the pumps, valves, Flowmeter, and other equipment. M. Bearing Frame and Frame Adapter: 1. The manufacturer shall unconditionally warrant the power end for a two-year period. In case of failure, the manufacturer shall replace the failed parts at no charge. 2. The bearing frame shall be constructed to accommodate lubricants and "greased for life" bearings without requiring additional machining. 3. A sight glass shall be furnished to enable monitoring of the actual level of lubricant in the frame. 2.2 Pump Controls A. Pump discharge shall be automatically controlled using a Goulds Aquavar unit, or equivalent. The unit will maintain a constant discharge pressure (pre-programmed at 70PSI). B. Control unit shall be compatible with the booster pump, motor, and driver. _ C. Control unit shall include a pressure transducer with 316L stainless steel body and viton gasket with operating temperature-13° to 175° F. D. The controllers shall be programmable to provide for alternating pump service. E. Controls shall include hour meters to record run time for each pump. F. Pumps shall shut down upon high pressure and no flow requirement. G. Pumps shall also shut down based on input from the low water float switch in each storage tank. Controls shall include a selector switch so that the pumps can be shut down by a low float signal from either tank (in the event one of the tanks is out of service.) H. Pump control panel shall be mounted on the inside wall of the pump enclosure. Hart Crowser 1 1200-3 7715-02 September 13,2002 2.3 Float Switches A. The float switch shall be mechanical float switches. B. Switch shall have a PVC enclosure. C. Float switch shall shut off when the float is in the down position. D. Switch shall be rated for 15 amps. E. Switch shall be provided with 30 feet wire leads. F. Mounting hardware shall be stainless steel. 3. EXECUTION 3.1 Pumps A. Contractor shall install all pumps and motors in accordance with manufacturer's instructions, and as shown on the Drawings. B. Pumps and piping shall be skid mounted, prewired, and piped. C. Installation shall include all piping, and wiring from motors to control panel. D. Pump enclosure shall be installed over pumps after the skid is placed on a.6 inch thick concrete pad. 3.2 Float Switches The low tank float switches in the storage tanks (FS-105 and FS-106) shall be installed to shut off booster pumps at the low water level shown on the drawings. 3.3 Acceptance Testing The Contractor shall test pumps in-place to demonstrate their ability to operate at the design flow rate and dynamic head. Each pumping unit shall be given a running field test in the presence of the Engineer for a minimum of 2 hours. Each pumping unit shall be operated at its rated capacity or such other point on its head-capacity curve selected by the Owner. The Contractor shall provide an accurate and acceptable method of measuring the discharge flow and the pressure just down stream of the pumps. Tests shall assure that the units and appurtenances have been installed correctly, that there is no objectionable heating, vibration, or noise from any parts, and that all Hart Crowser 11200-4 7715-02 September 13,2002 manual and automatic controls function properly. If any deficiencies are revealed during any tests, such deficiencies shall be corrected and the tests shall be reconducted. END OF SECTION F:\Docs\Jobs\771502\Specs\11200A Booster Pump.DOC Hart Crowser 11200-5 7715-02 September 13,2002 SECTION 11220 SUBMERSIBLE PUMPS 1. GENERAL 1.1 Summary This section specifies the pumps to be used to move process water from the primary treatment pond through the treatment system to the storage tank. 1.2 Submittals A. Contractor shall submit detailed product information on proposed pumps, motors, materials, connections, and electrical requirements B. Contractor shall submit shop drawings of installed pump units. C. Contractor shall submit support information including manufacturers installation instructions, and operation and maintenance manual, including instructions for cold weather use/freeze protection. 1.3 Environment A. The pumps shall be installed outdoors and must be rated for outdoor use. Tanks may be subject to temperatures below 32° F or above 90° F. B. The pumps shall be utilized for transferring water containing high concentration of sand and silt. Pumps will operate in an abrasive environment, and shall be submerged. 2. PRODUCTS 2.1 Pumps - - A. Provide two identical sump pumps. B. Pump Service: The pumps shall be suitable to continuous operation, and shall be installed in the pond. C. Operating Conditions: The pumps shall be heavy-duty submersible pumps, designed to pump abrasive liquids. Pumped liquid is estimated to contain 300 to 600 ppm coke particles. Hart Crowser 11220-1 7715-02 September 13,2002 D. Pump casing and impeller shall be constructed of hardened steel, HC600. Each pump shall be capable of the following pump condition: FLOW 50 gpm TOTAL DYNAMIC HEAD 50 feet E. Motors: Motors shall be three phase, 460 Volt, shall have a 1.15 service factor, and shall be 3.0 horsepower minimum. Motor shall be provided with type F insulation and a UL-listed explosion proof enclosure. F. Pumps shall be supplied with a galvanized steel mounting bracket suitable for mounting the pumps to the concrete wall. Mounting hardware shall include a galvanized steel lifting chain. G. Electrical Equipment: Electrical motor driven equipment specified herein shall be provided complete with motors, motor starters, and controls. Motor starters shall be provided complete with properly sized thermal overload protection in each phase and other appurtenances necessary for the motor control as specified by others. Each motor shall be of sufficient capacity to drive the equipment at the specified capacity without exceeding the nameplate rating of the motor when operating at proper electrical system voltage and frequency. H. The pumps shall be Gould model JCU (contact Beckwith and Kuffel, 206/676-6700, Rob Oliver) or approved equal. 2.2 Duplex Pump Control A. The pumps shall be controlled with a Duplex pump control panel with input from the float switch in the storage tank (OFF on high water float switch). B. The pumps shall come ON when the water level in tank 101 (or 102) drops below a set level (FS-101), AND water surface in the pond (FS-001) is greater than a set level. - C. The pumps shall shut OFF when the water depth in tank 101 (or 102) is greater than a set level (FS 101), OR the pond water surface is less than a set level (FS 001). D. Pumps shall also shut OFF when the high water alarm FS 103 (or FS 104) is tripped (water surface is greater than x.x feet). E. The controller shall alternate the lead/lag pump. F. Controls shall include hour meters to record run time for each pump. Hart Crowser 1 1220-2 7715-02 September 13,2002 G. Controls shall include anA-B selector switch that will switch the inputs to the control panel from the float switches in either Tank T-101 or T-102. H. Controls shall be mounted in a control panel. Panel shall be NEMA 4, rain tight, rubber gasketed enclosure. 2.3 Float Switches A. The float switches shall be mechanical float switches. B. Float switches 101 and 102 shall turn the pumps ON when the float is in the down position. Float switch 001 shall turn the pumps ON when the switch is in the up position. C. Switches shall have a PVC enclosure. D. Switch shall be rated for 15 amps E. Switch shall be provided with 20 feet wire leads. F. Mounting hardware shall be stainless steel. 3. EXECUTION 3.1 Pumps Contractor shall install all pumps and motors in accordance with manufacturer's instructions, and as shown on the Drawings. Pumps shall be installed such that they can be easily removed for - maintenance. Installation shall include all piping, and wiring from motors to control panel. 3.2 Acceptance Testing - The Contractor shall test pumps in-place to demonstrate their ability to operate at the design flow rate and dynamic head. Each pumping unit shall be given a running field test in the presence of the Owner for a minimum of 2 hours. Each pumping unit shall be operated at its rated capacity or such other point on its head-capacity curve selected by the Owner. The Contractor shall provide an accurate and acceptable method of measuring the discharge flow and the pressure just down stream of the pumps. Tests shall assure that the units, float switches and appurtenances have been installed correctly, that there is no objectionable heating, vibration, or noise from any parts, and that all manual and automatic controls function properly. If any deficiencies are revealed during any tests, such deficiencies shall be corrected and the tests shall be reconducted. Hart Crowser 11220-3 7715-02 September 13,2002 3.3 Float Switches A. The pumps shall come ON when the water level in tank 101 (or 102) drops below 9.0 feet depth (FS-101), AND water surface in the pond (FS-001) is greater than elevation 9.8. B. The pumps shall shut OFF when the water depth in tank 101 (or 102) is greater than 9.0 feet(FS 101), OR the pond water surface is less than elevation 9.8 (FS 001). _ C. Pumps shall also shut OFF when the high water alarm FS 103 (or FS 104) is tripped (water surface is greater than 9.25 feet). END OF SECTION F:\Docs\jobs\771502\Specs\11220A Sub Pump.DOC Hart Crowser 1 1220-4 7715-02 September 13,2002 • SECTION 11500 FLOWMETERS 1. GENERAL 1.1 Summary This section specifies the flowmeter for the wash water recycle system. 1.2 Submittals A. Contractor shall submit manufacturer's data and specifications. B. Contractor shall submit parts lists, and operations and maintenance information. 2. PRODUCTS 2.1 Flowmeter Schedule Equipment No. Service Size in Inches Flow Range in gpm FE-101 Flow to Recycle 3 5 to 500 System 2.2 Flowmeters (FE-101) A. Flowmeter for treatment system shall be ultrasonic meter or equivalent, and able to measure flows between 5 and 500 gpm. B. Digital indicator shall read out totalized flow in gallons and current flow rate in gpm. The flowmeter shall contain easy to install transducers mounted directly to a 3-inch galvanized steel pipe. The flowmeter shall also include interconnecting cable, couplant, batteries, universal mains supply, case, and instruction manual. C. Meter shall be as manufactured by Dwyer Instruments Model OF-10A (219/879-8000), or approved equivalent. Hart Crowser 11500-1 7715-02 September 13,2002 r' 3. EXECUTION 3.1 Calibration Contractor shall provide copies of certified calibration over the full range of flow rates to demonstrate that supplied Fowmeters will meet the requirements of these specifications. 3.2 Installation A. Flowmeters shall be installed per manufacturer's methods and procedures, and as shown on the Drawings. B. Meters shall be installed such that there are 5-pipe diameters between meters and other valves or fittings. C. The readout for the RW system shall be mounted in the Booster pump station enclosure. END OF SECTION F:\Docs\Jobs\771502\Specs\11500A Flow meter DOC Hart Crowser 1 1500-2 7715-02 September 13,2002 • SECTION 13100 FIBERGLASS ENCLOSURE - . 1. GENERAL 1.1 Summary This section specifies the two fiberglass enclosures to be used to shelter the two centrifugal booster pumps (P-101 and P-102) and the Gravity Filter (GF-101). 1.2 Submittals A. Contractor shall submit detailed information on proposed enclosure, materials, mounting features, and electrical equipment. 1.3 Environment A. The enclosure shall be installed outside. The enclosure may be subject to temperatures below 32°F. Temperatures may also exceed 90°F. B. There shall be no embedded wood, treated or otherwise, anywhere in the structure. C. The shelter shall be capable of withstanding a 125 mph (200 kilometer per hour) wind load and a 40 psf (195 kilogram per square meter) snow load. 2. PRODUCTS 2.1 Fiberglass Enclosure A. The Booster pump enclosure shall have outside dimensions of 8 feet by 8 feet. The Gravity Filter pump enclosure shall have outside dimensions of 8 feet by 15 feet. The wall height shall be 7.0 feet minimum. B. The fiberglass shelter shall be fully insulated (1 inch thick closed cell), corrosion-resistant fiberglass shelter without integral floor. C. The shelter shall have a gabled roof. D. The shelter shall be equipped with interior lighting, a thermostatically controlled 2,000 watt heater. Hart Crowser 13100-1 7715-02 September 13,2002 E. The shelter shall include a 110 cfm exhaust fan and louvered vent. Fan shall be connected to a thermostat. F. The enclosure shall have a single door (2'-7" minimum width) with a lockable door handle and a latching device. Door shall include a safety glass window. G. Enclosure shall include lifting eyes in the roof to facilitate removal and placement of the structure. H. The fiberglass enclosure shall be manufactured by Plasti-Fab, Inc. (503) 692-5460 or Shelter Works (1-800-794-8037). 3. INSTALLATION 3.1 Enclosure Installation A. Contractor shall install the concrete mounting pad, the major mechanical equipment, and then place the enclosure over the equipment. B. Contractor shall bolt the internal mounting flange to the floor pad in accordance to the Manufacturer's recommendations. C. Contractor shall spray the completed shelter with water to ensure there are no leaks. Any leaks discovered during testing shall be repaired. END OF SECTION -- F:\Docs\Jobs\771502\Specs\13100A enclosure DOC Hart Crowser 13100-2 7715-02 September 13,2002 SECTION 13200 SAND FILTERS 1. GENERAL 1.1 Summary This section specifies the sand media particulate filter and its components used for treating water with suspended coke particles. 1.2 Submittals A. Submit detailed information and drawings on a sand media particulate filter and components. 1.3 Environment A. The filters shall be installed outside, and may be exposed to temperatures below 32° or above 90°F. All equipment and controls shall be suitable for outdoor conditions. 2. PRODUCTS 2.1 Sand Media Particulate Filter(SF-101 and SF-102) A. Operating Conditions: The filter shall be capable of filtering under the following flow conditions: 1. Flow 50 gpm 2. Total Suspended Solids in Flow 400 mg/L 3. Particle Size to be Filtered >50 micron B. The filters shall be equipped with an automatic backwash system and backwash controller. The backwash system shall have a controller that can be adjusted to initiate backwash on timed intervals or at a specific pressure differential ranging from 1 to 7 psi. The controller shall initiate the backwash command automatically. C. The backwash control transformer and control panel require 120 volts, AC and 12 volts, DC, respectively. Hart Crowser 13200-1 7715-02 September 13,2002 if D. The filters shall be the Rain for Rent sand media particulate filter, model 24-3 SSK (360/403- 3091), or approved equivalent. E. The filters shall be rated for outdoor operation. F. Equipment Numbers. The tanks shall be delivered with equipment numbers printed or painted on the frames. Numbers shall be at least 3 inches high. G. Filters shall include the following: 1. Three 24-inch stainless steel filter tanks per filter unit. 2. Steel skid box. 3. Stainless steel inlet, outlet, and backwash manifold. 4. Combination air and vacuum release valve. 5. Inlet and Outlet Pressure gauges. 6. Filter backwash controller, set to operate on 120 volts. 2.2 Media A. The filters shall be supplied with 150 pounds of gravel per tank. B. Gravel Media shall be 1/4-inch gravel with no more than 5% passing the number 200 sieve. C. The filters shall be installed with 400 pounds of sand per tank. D. Sand Media shall be FilterSil No. 30 silica sand, or equivalent as provided by Glacier Northwest, (206) 764-3050 and shall meet the following minimum requirements. U.S. Standard Sieve Percent Passing Size 20 95 - 100 30 80 - 90 40 10 - 20 50 0 - 5 100 0 - 1 Hart Crowser 13200-2 7715-02 September 13,2002 3. EXECUTION 3.1 Installation A. The equipment supplier shall deliver the filter system without damage. The Contractor shall install all filters in accordance with manufacturer's instructions, and as shown on the Drawings. B. Each filter media shall be placed in the filter separately. First, the gravel shall be placed in the filter up to the first weld line. Then, the tank shall be filled with sand up to the second weld line. C. The pressure differential switch shall be set, and the actuators and controls shall be wired to the control panel. 3.2 Acceptance Testing The Contractor shall test each filter system in-place to demonstrate its ability to operate at the design flow rate. Tests shall assure that the units and appurtenances have been installed correctly and that all manual and automatic controls function properly. If any deficiencies are revealed during any tests, such deficiencies shall be corrected and the tests shall be reconducted. END OF SECTION F:\Docs\Jobs\771502\Specs\13200A Sand filter.DOC Hart Crowser 13200-3 7715-02 September 13,2002 SECTION 13220 GRAVITY FILTER 1. GENERAL 1.1 Summary This section specifies the gravity filter to be used to filter backwash water from the sand media particulate filters. 1.2 Submittals A. Contractor shall submit detailed information and drawings on a gravity filter and associated components. 1.3 Environment A. The gravity filter unit will be exposed to temperatures ranging from 25° to 90°F. All equipment and controls shall be suitable for outdoor conditions. 2. PRODUCTS 2.1 Gravity Filter(GF-101) A. The gravity filter parts (i.e., reservoir, frame, shafts, bearings, and sprockets) shall be of carbon steel and shall be coated with corrosion resistant 2-part epoxy paint. The conveyor belt shall be of stainless steel. B. The gravity filter shall be Model DF-4 Series S manufactured by Serfilco Ltd. Local representative is Chemithon Surface Finishing, contact Chuck Reichert, (206) 937-9954 ext 1153. C. The gravity filter unit shall include a float switch, a diffuser tray, HDPE sludge box, a filtrate reservoir, and a single phase drive motor and starter. D. The gravity filter shall come equipped with a filtrate drain connection at least 1.5 inches in diameter. E. The gravity filter shall be supplied with several rayon/polyester blend fabric media rolls. The rolls are 500 yards in length and 33 inches wide. The unit shall be supplied with: • 3 rolls of micron 25 fabric, Hart Crowser 13220-1 7715-02 September 13,2002 • 2 rolls of micron 40 fabric, and ■ 1 roll of micron 10 fabric. 3. INSTALLATION 3.1 Installation The equipment supplier shall deliver the filter system without damage. The contractor shall install the gravity filter in accordance with manufacturer's instructions and as shown on the drawings. 3.2 Acceptance Testing _ A. The Contractor shall test the gravity filter in-place to demonstrate its ability to treat 600 gallons of backwash water completely prior to the next backwash cycle. Tests shall assure that the unit and appurtenances have been installed correctly and that all manual and automatic controls function properly. B. If any deficiencies are revealed during any tests, such deficiencies shall be corrected and the tests shall be reconducted. END OF SECTION F:\Docs\Jobs\771502\Specs\13220A Gravity filter.DOC Hart Crowser 13220-2 7715-02 September 13,2002 n SECTION 15100 PIPING SYSTEMS 1. GENERAL 1. Summary This section describes the piping systems used for the Pier 2 recycle water project. This includes process water piping, and drains. 1.2 Submittals A. Contractor shall submit manufacturer's recommendation for installation of pipe. B. Contractor shall submit certification that the installation is satisfactory and according to specifications. 1.3 Environment A. Piping shall be installed both above and below grade in a paved industrial area. Pipes may be subject to temperatures below 32° F. Temperatures may also exceed 90° F. B. Water to be pumped through the treatment system is likely to contain high concentration of total suspended solids. 1.4 Quality Assurance A. It shall be the sole responsibility of the Contractor to notify the Engineer when areas or materials are ready to be tested. B. The Contractor shall pressure test all pipes prior to backfilling the pipelines. C. CDF backfill shall be tested for compressive strength by a certified laboratory. Hart Crowser 15100-1 7715-02 September 13,2002 2. PRODUCTS 2.1 Pipe Schedule Application Piping Type of Pipe Test Pressure Diameter Notes Abbrev. in psi in Inches Recycled Water RW PVC, 150 2 to 4 Process Water Buried Schedule 80 d/s of Filters Recycle Water RW Galvanized 150 2 to 3 Process Water Exposed Steel d/s of Filters Backwash Water BW PVC, 100 3 Contingency Buried Schedule 80 Drain to Pond Backwash Water BW Galvanized 100 1.5 to 4 From Sand Exposed Steel Filters to Gravity Filter Drain D PVC 8 4 to 6 Tank Drains SDR 35 Pumped Drain PD PVC, 100 2 to 3 From Pond to Buried Schedule 80 exposed PD Pumped Drain PD Galvanized 100 4 From buried Exposed Steel PD to Filters d/s downstream; u/s upstream 2.2 PVC Pipe (Pressure Pipe) A. PVC pipe shall be schedule 40 or 80 per ASTM D1785. B. PVC pipe and fittings shall be solid wall construction and shall conform to the requirements of J ASTM D 2467. C. Joints for solid wall PVC pipe shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. D. Threaded joints shall comply with ASTM D1785, schedule 80. E. Fittings for solid wall PVC pipe shall be injection molded, factory welded, or factory solvent cemented per ASTM D 2564. _ Hart Crowser 15100-2 7715-02 September 13,2002 r rl 2.3 PVC Pipe (Non Pressure Pipe) A. Non Pressure pipe shall be PVC sewer pipe with a minimum SDR of 35, and shall meet the requirements of ASTM D3034. B. Joints shall be bell and spigot. 2.4 Galvanized Steel A. Galvanized steel pipe and fittings shall be schedule 40 per ASTM A120. B. Galvanized steel pipe 6 inches in diameter shall have a minimum wall thickness of 0.28 inches. C. Hot dipping shall be in accordance with ASTM Al 20. D. Connections 2 inches and smaller shall be threaded per ASTM A120. E. Connections larger than 2 inches shall be grooved end connections, with rubber gaskets. 2.5 Warning Tape Warning tape shall be APWA color coded detectable tape for buried applications. Tape shall be detectable with nonferrous metal detector. Tape shall have a solid aluminum foil core.Tape shall be 2" wide and shall have letters "Caution Buried Water Line Below" and shall be blue. Tape shall be as manufactured by Pro-Line Safety Products Company (available from HD Fowler Company, Bellevue WA). 2.6 Ball Valves A. Ball valves shall be class 150 manufactured by KF Industries, American Valve, McCanna, Velan, or approved equal. - 2.7 Butterfly Valves A. Butterfly valves shall be ductile iron, with grooved end couplings. Valves shall be rubber lined, with 316 stainless steel disc. B. Valves 4 inches and larger shall have geared operators with a handwheel. C. Valves shall be Victaulic series 700. Hart Crowser 15100-3 7715-02 September 13,2002 2.8 Pressure Reducing Valve (PRI/) The PRV shall be Watts, Cla Valve or approved equal. 2.9 Pressure Gauges A. Gauges shall be a 4-1/2 inch, liquid filled, solid front pressure gauge. The bourdon tube and socket material shall be 316 stainless steel and the unit shall be epoxy coated. The gauge shall be an Ashcroft Duragauge Type 1379 gauge, or approved equal. B. Gauge shall have a range of 0 to 100 psi for the Booster Pumps. 2.10 Valve Boxes A. Valve boxes shall be precast concrete, at least 2 feet square. Depth shall be 3 feet. B. Valve boxes shall be equipped with steel lids suitable for H-20 truck loads. 2.11 Crushed Rock Backfill A. Crushed rock shall be 5/8 inch and smaller. 2.12 CDF Backfill A. CDF shall be a lean concrete mix with a minimum compressive strength of 300 psi at 28 days. B. Mix shall include at least 1.5 sacks of cement per cubic yard. C. Aggregate shall be sand. D. No more than 50 pounds fly ash per cubic yard. 2.13 Motorized Valves - -- A. Electric valve actuators (operators) shall be selected and installed on the valve by the valve supplier or manufacturer and shall provide sufficient torque for the intended service. The operators shall be equipped with manual over-ride capability. - - B. The electric actuator and valve shall be Bray R4, manufactured by Bray Valve & Controls, 13333 Westland East Blvd., Houston,Texas 77041 or approved equal. 2.14 Check Valves A. Check valves shall be class 150, double disk swing check, or silent check, wafer of globe style, manufactured by APCO or approved equal. Hart Crowser 15100-4 7715-02 September 13,2002 2.15 Pipe Supports - A. Pipe support brackets shall be galvanized steel. B. Supports shall be B-line, Unistruct, or approved equal. _ 3. EXECUTION 3.1 Trenches A. All excavations shall be made to the lines and grades shown on the Drawings. B. All necessary precautions shall be taken to preserve the material below and beyond the lines of excavation in the soundest possible condition. Where required to complete the work, all excess excavation or overexcavation shall be refilled with approved materials, placed and compacted to the satisfaction of the Engineer. C. The Contractor shall be responsible for protecting excavated subgrade and exposed cuts from disturbance and erosion. Any excavated subgrades or exposed cuts which become soft, disturbed, or otherwise unsuitable as determined by the Owner, shall be overexcavated and backfilled with suitable fill to form a firm stable base at the Contractors expense. D. The Contractor shall pot hole other utilities in the vicinity of each trench to confirm that the new pipes will not conflict with other existing buried pipes. Contractor shall also confirm type of existing pipe material where connections to the existing pipe are required. 3.2 Backfill Material A. Backfill shall be accomplished in such a manner that the pipe will not be shifted out of position nor damaged by impact or overloading. Backfilling operations shall ensure that no voids are present under or at the sides of the pipe. B. Trenches shall be backfilled as soon after the pipe laying as possible. However, trench backfill shall not be completed until pressure tests are performed. C. Where shown on the drawings trenches shall be backfilled with CDF material. Place CDF in two lifts to avoid floating pipe. Allow CDF to cure for at least 72 hours prior to paving. Contractor shall arrange for a concrete testing laboratory to take at least two sets of samples during each pour. Samples shall be tested by the laboratory after 14 and 28 days. D. Crushed rock shall be placed in 9 inch loose lifts and compacted to 95% maximum density with a vibrating plate compactor. Hart Crowser 15100-5 7715-02 September 13,2002 E. Place warning tape 12 inches below finish grade. 3.3 Pipe A. Pipe shall be handled and stored in such a manner as to ensure a sound, undamaged condition. B. Pipe shall be cut in a neat, workmanlike manner using an approved mechanical cutter that will not damage the pipe. C. Join pipes using materials and methods recommended by the pipe manufacturer. D. During installation, the pipe shall not be pulled across sharp projections that could cause gouges, kinks, or other types of damage. E. Exposed pipe shall be secured to the ground or the existing concrete ecology blocks (next to the sand filters) approximately every 5 feet. F. Where threaded pipe is installed above grade, breakdown unions shall be provided around valves and other fittings to facilitate maintenance and fitting removal. G. The pipe shall be inspected by the Engineer prior to placing backfill. 3.4 Valves A. Clean all valves and fittings of foreign matter prior to installation. B. Install all valves in accordance with AWWA Standards and manufacturer's recommendations. 3.5 Drains A. All above ground piping systems shall include 3/4 inch drain valves at the low point of each pipeline. B. All pipelines shall be installed with a slight slope such that they can be easily drained in the winter to protect from freezing. 3.6 Pressure Testing A. Pipes shall be pressure tested prior to backfilling. B. Pipes shall be pressure tested prior to connecting pipes to existing pipelines. Hart Crowser 15100-6 7715-02 September 13,2002 C. Pipes shall be pressure tested with water to the pressures listed in the Pipe Schedule. D. Pressure shall held for le ast be e d at one hour with no leakage or loss in pressure. END OF SECTION F:\Docs\Jobs\771502\Specs\15100A Piping.DOC Hart Crowser 15100-7 7715-02 September 13,2002 PORT OF ANACORTES PIER 2 RECYCLE WATER SYSTEM DIVISION 16 - ELECTRICAL OUTLINE SPECIFICATION INDEX 16010 - GENERAL ELECTRICAL PROVISIONS 16030 - ELECTRICAL TESTING 16050 - EXISTING SYSTEMS & DEMOLITION 16070 - HANGERS, SUPPORTS AND FASTENERS 16075 - ELECTRICAL IDENTIFICATION 16105 - ELECTRICAL SITE WORK 16120 - CONDUCTORS AND CABLES (COPPER ONLY) 16130 - RACEWAYS & BOXES 16140 - WIRING DEVICES 16450 - GROUNDING 16470 - PANELBOARDS 16475 - FUSES 16476 - DISCONNECT SWITCHES AND ENCLOSED CIRCUIT BREAKERS 16481 - MOTOR CONTROLLERS 16999 - PROJECT CLOSEOUT APPENDIX Panel Schedules Load Calculations Spading 16000 - 1 B11491 August 30,2002 DIVISION 16 - ELECTRICAL - - SECTION 16010 GENERAL ELECTRICAL PROVISIONS PART 1 — GENERAL 1 . Provide complete and fully operational all electrical systems specified and/or shown on the plans, along with power connections to equipment furnished under other divisions of the specifications. Includes general requirements for materials and installation methods, cutting building construction, painting, clean-up, and workmanship. _ 2. Codes: Conform to the National Electrical Code (1999), Washington State Administrative Code, American Disabilities Act and local ordinances. - - 3. Permits and Fees: Obtain and pay for all required licenses, permits and inspections. 4. Coordination: Coordinate electrical work with other trades. Prepare coordination drawings in accordance with General Conditions 5. Warranty: One full year after completion. 6. Contract Drawings: Raceways and outlet boxes are shown diagrammatically only and the layout does not necessarily show the total number of raceways nor their exact location. The Contractor shall provide all raceways, boxes, cables, and other materials required for the complete electrical systems shown or indicated on the contract drawings. 7. Record Drawings: Provide upon completion of project. 8. Maintenance Manuals: Complete for every system. 9. Workmanship: Shall be of the best quality and performed by experienced electricians under supervision of an experienced foreman. 10. Submittals: In accordance with General Conditions. Wiring Devices Motor Starters Disconnects and Fused Switches Fuses Panelboards 11. Painting: Repaint any electrical items scratched or marred in shipment or installation 12. Clean Up: Continually remove debris, cuttings, crates, cartons, etc. Carefully clean wiring devices, cover plates, light fixtures, etc., to remove paint and plaster, etc. Spading 16000 - 2 611491 August 30,2002 SECTION 16030 ELECTRICAL TESTING PART 1 — GENERAL 1 . Description: Test and provide written certification that the entire electrical installation complies with contract documents, code and proper system operation. Perform acceptance tests in accordance with manufacturer's recommendations, NFPA 70B and International Electrical Testing Association (N ETA) testing specifications N ETA ATS-1991. 2. Receptacle Polarity Test: Test every receptacle installed or reconnected under this contract with a receptacle circuit tester. 3. Ground-Fault Receptacle Circuit Interrupter Tests: Test each receptacle or branch circuit breaker having ground-fault circuit protection to assure that the ground-fault circuit interrupter will not operate when subjected to a ground-fault current of less than 4 milliamperes and will operate when subjected to a ground-fault current exceeding 6 milliamperes. Furnish certified statement/report. 4. 600 Volt Wiring: On each feeder over 100 amps, perform a 500 volt megohm meter test on each circuit between the conductor and ground. 5. Perform torque test for every conductor tested and terminated in an overcurrent device or bolted type connection. 6. Confirm that the neutral is grounded only at service equipment and separately derived systems by removing the neutral grounding jumper at the service and each transformer and meggering the neutral bus. 7. Circuit Breakers: Bench test new circuit breakers 100 amps and over that are installed in existing switchboards and panelboards. _ a. Contact resistance shall be measured. b. Time-current characteristic tests shall be performed by passing three hundred percent(300%)rated current through each pole separately. Trip time shall be determined. c. Instantaneous pickup current shall be determined by run-up or pulse method. Clearing times should be within four(4)cycles or less. d. Insulation resistance shall be determined pole to pole, across pole and pole to ground and across open contacts. Test voltage shall be 1000 volts D.C. e. Check trip unit reset operation. PART 3 — EXECUTION 1. Provide certified test reports for all systems & equipment tested. Spading 16000 - 3 B11491 August 30,2002 r SECTION 16050 EXISTING SYSTEMS & DEMOLITION PART 1 — GENERAL 1. Maintain existing systems in operation during construction. Visit the site prior to bid to verify existing conditions, demolition work and new work required. Include all costs in bid. 2. Materials: Existing materials and equipment removed as part of this work may not be reinstalled unless specifically noted on the drawings. Existing materials not to be reinstalled and selected for retention by the Owner's Representative shall be delivered to a location on the premises selected by the Owner's Representative. 3. Power Outages: Schedule electrical system(s) outages, a minimum of two weeks in advance, with the Owner's Representative. Electrical system(s) outage to Owner occupied areas shall not be permitted from 7:00a.m. to 6:00p.m. on any day of the week. Premium time shall be included in the Base Bid for electrical system(s) outages and for other work as required by the schedule or other Divisions of the specifications. PART 2 — PRODUCTS 1. Materials which are shown to be reused shall be removed, protected, stored, cleaned, and installed. All other materials shall be disposed in accordance with contract documents. PART 3 — EXECUTION 1 . Signaling and communication systems, other electrical equipment free standing _ _ or surface mounted, raceway (exposed) and conductors; which are no longer in service presently or as a result of this contract shall be removed. - SECTION 16070 HANGERS, SUPPORTS AND FASTENERS PART 1 — GENERAL 1 . Provide brackets, frames, hangars and fasteners for properly mounting and anchoring, raceways, equipment and fixtures. Sparring 16000 - 4 B11491 August 30,2002 r-, PART 2 — PRODUCTS 1. Steel supports by 6-Line, Unistruct, etc. PART 3 — EXECUTION 1. Design, fabricate and install supports for rigidly attaching electrical equipment to structure. SECTION 16075 ELECTRICAL IDENTIFICATION PART 1 — GENERAL 1. Provide labels, nameplates, directories and color coding for electrical equipment and installations. Provide submittal with listing of all labels and nameplates for review by Owner and the Engineer prior to manufacture. 2. Provide framed copies with clear protective cover of the "as-built" riser diagrams in the main normal and emergency power electrical rooms. PART 2 — PRODUCTS 1. Nameplates of 1/16 inch plastic laminated material. 2. Labeling with black or red letters on white background with clear tape cover. PART 3 — EXECUTION 1. Securely attach labels and nameplates to electrical equipment. SECTION 16105 ELECTRICAL SITE WORK PART 1 — GENERAL 1. Provide underground conduit for electrical site power, telephone, and site lighting wiring. PART 2 — PRODUCTS 1 . Shall comply with other Divisions of the Specification. Spading 16000 - 5 B11491 August 30,2002 PART 3 — EXECUTION 1. Protect existing utilities. Provide trenching, excavation, bedding, backfill, compaction, and shoring for all underground electrical site work. SECTION 16120 CONDUCTORS AND CABLES (COPPER ONLY) PART 1 — GENERAL 1. Provide all wire and cable complete. PART 2 — PRODUCTS 1 . Wire: Copper, insulated for 600V. Aluminum or copper clad aluminum conductors not permitted. Type THWN/THHN or XHHW. Number 12 AWG minimum for power and lighting circuits. 2. Splices: Solderless type only. Preinsulated "twist-on" type (limited to size #10 and smaller). Hydraulic compression set type with application of preformed insulated cover, heat shrinkable tubing or plastic insulated tape acceptable for all sizes. Bolt type not acceptable. 3. Terminations: Compression set, two hole long barrel for 250 MCM and larger, single hole for smaller sizes. Conductors #12 and smaller shall utilize eye or forked tongue type compression set terminator when termination is to a bolted screw set type terminal block or terminal cabinet. PART 3 — EXECUTION 1. Use stranded conductors for #8 AWG and larger. Conductors of#10 and #12 AWG may be solid or stranded at the contractor's option. 2. All conductors shall be properly phased and identified. SECTION 16130 RACEWAYS & BOXES PART 1 — GENERAL 1. Provide raceway system complete and in conformance with code. Install raceways concealed in construction for all areas unless exposed raceways are specifically shown. 2. Provide outlet boxes for devices such as receptacles, switches and light fixtures Spading 16000 - 6 811491 August 30,2002 and pull boxes as required in the conduit system per the National Electrical Code. PART 2 — PRODUCTS 1. Exterior Wiring: Cast or malleable iron shall be cast of corrosion resistant alloy, with conduit hubs compatible with raceway to which it is connected. All boxes shall be labeled for damp or wet locations as applicable. 2. Flexible Raceways: Galvanized flexible steel conduit for dry locations. Liquid tight flex for exterior work. 3. Exterior Raceways: Rigid galvanized steel or Schedule 40 PVC where permitted by code for underground runs or concrete encased. 4. Supports: Maximum spacing ten feet on center. SECTION 16140 WIRING DEVICES PART 1 - GENERAL 1 . Provide all wiring devices and coverplates. PART 2 — PRODUCTS 1. Color: Ivory. 2. Receptacles: Specification Grade, duplex NEMA 5-15R configuration (15 amp, 120V) unless shown otherwise. Back and side wired. Pass & Seymour 5252-I, Hubbell 5252-I, Leviton 5252-I, Bryant 5252-I or General Electric GEN 5262-2. 3. Ground Fault Receptacles: Specification Grade, 4-6 milliamps leakage current trip level. Hubbell GF8200l or Leviton 6598-HGI. 4. Exterior Device Plates: Horizontal mounting with cover. Bell RCH1-DR or Perfect Line WGF100-C. PART 3 — EXECUTION 1. Set receptacles vertically with ground pin up or when construction requires horizontal mounting with ground pin left. Sparring 16000 - 7 311491 August 30,2002 SECTION 16390 TEMPORARY POWER PART 1 — GENERAL 1. Assist the general contractor in providing temporary construction power and lighting per General Conditions of the specifications. SECTION 16450 GROUNDING PART 1 — GENERAL 1. Provide a grounding system for equipment ground as required by code. PART 2 — PRODUCTS 1. Ground Rods: Copper clad steel, 5/8" diameter x 10 feet long minimum. Attach to building ground loop by exothermic welding process. PART 3 — EXECUTION 1. Panelboard Grounding: Provide insulated green ground wire in all feeders and connect to the "isolated" ground bus. Bond the feeder conduit to the equipment ground bus using code sized conductors. SECTION 16470 PANELBOARDS PART 1 — GENERAL 1. Provide all panelboard equipment, complete, dead front type. PART 2 — PRODUCTS 1 . Panelboards shall be dead front with bus bars of copper or aluminum. Panels shall be 3 phase, 4 wire, and equipment ground buses. For each 208 volt panel designated on the drawings, provide a separate isolated ground bus and 200 percent neutral bus. Bolt in breakers; 14,000 AIC minimum for 480 volt panelboards and 10,000 AIC minimum for 208 volt panelboards, and common trip on multiple pole breakers. Provide multiple lugs where conductors in parallel or "feed through" or double lugs are shown on the drawings. Manufacturer: General Electric, Square D, Cutler-Hammer or Siemens. Spading 16000 - 8 811491 August 30,2002 2. Enclosure to be surface mounted Nema 3R as indicated on plans with door-in-door trim with key lock to match Facility standard. Provide panelboard nameplate and typewritten index with complete load designation, (i.e. coffee machine— lights room - etc.). PART 3 — EXECUTION 1. Firmly anchor cabinets directly to unistrut structure, level, 6'-6" above finished floor unless otherwise required. Install interiors after structure is enclosed SECTION 16475 FUSES PART 1 — GENERAL 1. Provide fuse type and rating as required for the load served. PART 2 — PRODUCTS 1. Current limiting type "R" class "Kl" for general loads. Class "K5" for motor circuits. PART 3 — EXECUTION 1. Provide spare fuse cabinet for spare fuses. Provide 10% or not less than 3 of any one type or size. Provide a cabinet in each mechanical room and penthouse. SECTION 16476 DISCONNECT SWITCHES AND ENCLOSED CIRCUIT BREAKERS PART 1 — GENERAL 1. Provide fused and unfused disconnects for all equipment where shown. PART 2 — PRODUCTS 1. Unfused: Heavy duty type, horsepower rated with interlocking cover. Enclosure suitable for the environment in which mounted. 2. Fused: Same as above with fuse space and clips to accept only Class R fuses. 3. Nameplates: Provide nameplates attached with screws for all disconnects. Include load served, voltage, phase and fuse size and type. Spading 16000 - 9 B11491 August 30,2002 PART 3 — EXECUTION 1. Securely mount adjacent to equipment on wall or acceptable mounting frame. Disconnects supported only by raceway are not acceptable. SECTION 16481 MOTOR CONTROLLERS PART 1 — GENERAL 1. Provide individual motor starters when they are not supplied with the equipment being furnished. PART 2 — PRODUCTS 1. Magnetic Starters: Complete with overload device for each phase, "HAND-OFF- AUTO" selector switch, 120 volt coil, red running pilot light, green off pilot light, 100VA (minimum) control transformer with fused primary and secondary, phase fail protection and two spare auxiliary interlock contacts. Minimum size NEMA Size 1. Provide reduced voltage, autotransformer closed transition type for motors 60 HP and over. Starters installed outside shall be provided with NEMA 4 enclosure. 2. Combination Starters: Motor circuit protector type complete with all items noted above. 3. Nameplates: Provide nameplates attached with screws for all starters. Include load served, voltage and phase. 4. Time Delay: Upon restart after power failure, provide time delay relays for motors over 10 HP for staggered restart. PART 3 — EXECUTION 1. Wiring shall conform to applicable sections of these specifications. Provide wiring from branch circuit overcurrent device to motor controller to motor terminals, including installation of starter and all connections. Motor controllers provided under Division 16 shall be combination type. Where starters furnished under other Divisions of the specification or by Owner do not include an integral disconnect switch, a separately mounted disconnect switch shall be provided. Provide raceway and conductors as shown for remote control, or interlock connections. Coordinate other control wiring with Division 15 of the Specifications. Provide overload elements in controllers sized to match motor nameplate full load amperes. Space within controllers shall not be used as a junction box. Spading 16000 - 10 B11491 August 30,2002 SECTION 16999 PROJECT CLOSEOUT PART 1 — GENERAL 1. Perform procedures and comply with requirements for project closeout of the electrical portions of work including O&M Manuals and "As-Built" drawings. END OF DIVISION 16000 j:\b11491\design\specAspec b11491.doc Spading 16000 - 11 B11491 August 30,2002 Panel Pier 2 iype'Plata elb03 Port of Anac°rtes- pIC 6 Deep 1W A Main lugs only t20j290V 1V3 3W surface Mounted Single Lugs -Load DescriFtiOr' LocatSparliion: 1,000 Name: Rack MounteLAd Load 011111111101303100 Sew, 1000 Si Location 360 20/1 10 Nerves: 1,100 alla © Description 360 20(®v 20/® 1,000 01111 Equip Sand Filters 0 �® gn 1,000 0 0(1 a Circuit Breaker D Rated ® 0 Oj1 v 0/1 H HACg Rated 0 0it �B G=GFC1 C� tijA © �A �� S=Nhrmt'Irip p=see note © ® D=hinerTSwitchiip Duty NEC Feed Am s ctt 1311 marked t Factors 2 ess Rev: marked$ Existin8 NBC Feeder Revised circuits erg PNL m s x 100% 2 Load B11491 i \shed\B11491 Pi d KV p Demand A 5 Prof 91 des gn Demand 2 x 100% \b114 \ dFactnr 0,4 17 File: 1' NEC Demand 2 125%of Largest Conn.4 10 KVA @100l,rest®50% 0.9 5 125%of Largest 24 Load Type 0.4 x 100% 1.1 17 Recept x lOp% 4 0 04 Equip 1.1 x 100% 24 5.S Motors 4 0 Mech 5.S 24 Amps ' S/29/2002 sxraurtt • Modified: 29/200� 1 Port of Anacortes-Pier 2 Spading Panel Name: HA 277/480V 30 4W 100A Main lugs only Type:Panelboard Location: Surface Mounted 22,000 AIC Serves: Single Lugs 6 Deep # Description Load CB * A B C CB * Load Description # 1 Motors Booster Pump#1 5,817 40/3 C • 15/3 C 1,329 Motors Sump Pump#1 2 3 --- 5,817 — • ---- — 1,329 --- 4 5 5,817 ---- -- • -- -- 1,329 6 7 Motors Booster Pump#2 5,817 40/3 C • 15/3 C 1,329 Motors Sump Pump#2 8 9 5,817 -- --- • - — 1,329 10 11 -- 5,817 --- -- • --- -- 1,329 — 12 13 Spare 0 20/3 • 15/3 0 Spare 14 15 — 0 ----- --- • ---- — 0 -- 16 17 -- 0 ______ — ____ __ 0 -- 18 19 Space 0 0/1 • 0/1 0 Space 20 21 Space 0 0/1 • 0/1 0 Space 22 23 Space 0 0/1 • 0/1 0 Space 24 Rev: OA mB OC *Circuit Breaker Code Revised circuits marked t Existing circuits marked t Connected KVA 14.3 14.3 14.3 G=GFCI H=HID Rated Project#: B11491 S=Shunt Trip C=HACR Rated File: I:\b11491\design\sched\B11491 Pier2.PNL D=Switching Duty #=see note Notes: _oad Type Conn KVA NEC Demand Factor Demand KVA Demand Amps NEC Feeder Factors NEC Feed Amps Vlotors 42.9 x 100% 42.9 52 125%of Largest 57 42.9 52 Amps 42.9 52 57 ShPnl3ph.rpt Modified:8/29/2002 8/29/2002 f _l Port of Anacortes-Pier 2 Panel HA 277/480V 30 4W 100A Main lugs only 22,000 AIC Load Type Connected NEC Demand Factor Demand Demand NEC Feeder Factors NEC Feeder KVA KVA Amps Amps Motors 42.9 x 100% 42.9 52 125% of Largest 57 42.9 52 Amps 42.9 52 57 Panel LA 120/240V 10 3W 100A Main lugs only 10,000 AIC Load Type Connected NEC Demand Factor Demand Demand NEC Feeder Factors NEC Feeder KVA KVA Amps Amps Recept 0.4 10 KVA @ 100%,rest @ 50% 0.4 2 x 100% 2 Equip 0.4 x 100% 0.4 2 x 100% 2 Motors 1.1 x 100% 1.1 5 125% of Largest 5 Mech 4.0 x 100% 4.0 17 125% of Largest 17 5.8 24 Amps 5.8 24 24 Dist Pnl Main Dist Panel 277/480V 30 4W 400A Main lugs only 22,000 AIC (Includes loads from HA,LA) Load Type Connected NEC Demand Factor Demand Demand NEC Feeder Factors NEC Feeder KVA KVA Amps Amps Recept 0.4 10 KVA @ 100%,rest @ 50% 0.4 0 x 100% 0 Equip 0.4 x 100% 0.4 0 x 100% 0 Motors 44.0 x 100% 44.0 53 125% of Largest 58 Mech 4.0 x 100% 4.0 5 125% of Largest 5 Max Demand 39.0 x 100% 39.0 47 x 100%S.A.F. x 100% O.A.F.x 125% 59 87.7 105 Amps 87.7 105 123 CalcSpar.rot Modified: 8/29/2002 8/29/2002 APPENDIX C PRODUCT DATA 1. Sand Filters 2. Gravity Filter 3. Booster Pumps 4. Sump Pumps 5. Storage Tanks - 6. Flowmeter 7. Victaulic Butterfly Valves 8. Fiberglass Enclosure 9. Float Switches Hart Crowser 7715-02 September 13,2002 a'tot? �z SAND MEDIA -,.ram, PARTICULATE FILTER MODEL 24- 3 SSK o,+ ■MAX 235/ MIN 188 GPM _ . N ■ 100 PSI MAX i/ g am ,ate ,.0 A rs +, 'y...v9 i Ti. °4' '14 :::!;;;k5.*>..."-...;: i -iPt ..ps• t(? K7 FEATURES ,. v 4 p i • Filter tanks are constructed out of 304 stainless L 2 at s tt I. • la ao } steel s ♦ ? / • Skid is constructed out of carbon steel with integral � � . forklift slots - . , . .� • Stainless steel inlet, outlet and backwash manifolds ads • Units are corrosion resistant — e? • Solar and DC powered automatic filter backwash -_ k 1 °o controller that allows for timed, pressure differential or manual backwash intervals TECHNICAL • Unit is equipped with continuous acting air vents • System can stand alone or be used in combination • Unit consists of three 24" filter tanks with additional filtration equipment • Unit fitted with air vents and pressure gauges • Tanks provide 9.3 square feet of filtration area • Inlet and outlet manifold connections are 4" victaulic AVAILABLE ACCESSORIES • Backwash manifold connection is 3" fipt • 6" media loading ports • Power Prime Pumps - • Spill Guard Containment berms • 4" media removal ports D • Dry weight is 15001bs. • Stainless steel 304 and Carbon Steel storage tanks in 100psig working pressure Bi Level, Mixer, Weir and Frac configurations • • Polyethylene storage tanks • Ibs - of gravel per tank • Cartridge and bag filters -- • 400100Ibs - of sand per tank - - • Most effective backwash rate is 70GPM min • Roll off boxes, dewatering bins and vacuum boxes • Footprint: 22" wide x 78" long • Flow meters and pressure reducing/sustaining valves • From grade to: inlet - 54", outlet - 15", backwash -61 • Aluminum victaulic pipe and fittings • Suction and discharge hose RAIN FOR RENT Postal Box 2248 •Bakersfield CA 93303 800 742-7246 •661 399-9124•FAX 661 393-1542 Internet: www.rainforrent.com Specialty Rental Page 1 -1 -GENERAL CONPC ETfTs A TANK LOCAIICPl PLACE FILTER UNITS ON LEVERED SUF'ACE IN TI-E AFPRCNM4TE POSITICN IN NHCH T}EYIALLL EE INSrPI I Pr)FCR OPERATION. THIS POSIl1CN SHOULD PLLDJVT}E BEST ACCESS TO TEE FIW'C T. MANIFOLD AND VALVE ASSEAt..Y SUPPLIED_'ITH FILTER UNITS I. SAND FILTER TANK O 0 0 0 0 b n 2. INLET MANIFOLD WITH COUPLING a 3. OUTLET MANIFOLD - X WITHOUT COUPLING ci 36 .I+„a e4C®WAZH 4. GROOVED COUPLINGS r- I 5. BACKWASH VALVE � NOTE Dackwash valve must LZF 0 0U 0 U e 2 be Installed as shown-DO NOT REVERSE. SQ-1 [RI >ID 4 0 ..r d . . 6. PVC ADAPTER 1 _ .�� (10 7. PVC ADAPTER PICK-UP Y =�i�� IiBit 8. HYDRAULIC PICK-UP KIT L° �( { i iM ET Q ( ,� (See Hydraulic Pick-Up Kit Drnwinp) o _ 0 = _tea ® v I a PVC 90' ELBOW b. PVC PIPING © Sand Media Filter 0 Sand Media Filter c PVC TEE -- d. AIR, VACUUM VENT - - e PVC MALE ADAPTER Y f. RESTRICTOR VALVE g. VIEW TUBE CITE --CD \`/ ,U m 0 I 0 tl _ r 9 IAI✓1 II 10 UTL I. a Q 3 LINT ASSEMBLY Q _ A INSTALL OUTLET MANIFOLD:COUPLE OUTLET MMIFCID TO TAWBOU ITCM PORTS. COOO NOT LY 11GMEl CROONED OaEU W S FSR TO GROOVE CQJ't N G ASSBvaY EFIOJV 4:::::.. 4 ;r ry i iA,,i-,". .. c., .., .,‘,...a:,o.s.a„ar,l 1pira e r oe �r• li 1... __ 2._....,.. ......�.... -3-...._.. L.A .[..._..,__',T...-. 1 CI-ECK GASKET AND LUBRICATE APPLY A T}IN COAT CF LIERICANT OR SCIAPY NATFR TO GAIT UPS AND — CUISICEOFGASKET. a INSTALL GAS(ET:PLACE GASKET OJER FIDE EN),BONG SUPS GASKET LIP DOES NDT NER-WC PIPE END. 3. ALIGN AM3 BRING NUJ PIPE ET'C6 TOGETHER AND SLICE GAS/ET INTO POSITION CENTERED BETWEEN TFE GROOVES ON EACH PIPE NO POFMCN CF THE Cao&E T SH(X..t.,D E CTEMD INTO ME GROZNE ON EM-ER PIPE 4. APPLY HOUSING' RACE HCXISINSS CMfft GASKET, MNG SLFE TI-E H USING KEYS EJCA E INTO TI-E GROOVES. INSERT BCLT'S AND APPLY NUTS FINGER 11G-IT. 5. TIGHTEN NUTS ALTERNATELYAND EQUALLY LINML I-IC SNG BCET PALMS ARE FII WLY TOGETHER CAUTION I EVEN TIC+ITENNG WAY CAL teF CASIET TO PINCH 9/24/1999 ay Specialty Rental Page 2 -, a INSTALL TACN ASH VALVES: CCLCLE BA(i(VIASH VALVES TO Ma:IA TANGS AS SEEN FEFE co NOT INSTALL B CXWSSH VALVE LP SCE DOAN. DO NUT FTALY TIGHTEN GROOMED COLPUN33S. REFER TO C tOOvED COUPLING -- PSS !vELY BELCM1 CONNECTS ACTUATOR TO B.W. LINE C_ - CONNECTS TO TANK INLET GROOVED NUT—NOUPLINCn,,,w'F'TI`/yi/\/ -BOLT SOLENOID VALVE GROOVED py-may'-��—�II COUPLING / GASKET GROOM, COUPLING INSTALLATION 1 COVER EDGES AND OUTER SURFACE OF THE tANK GASKET WITH A THIN LAYER OF PETROLEUM-FREE INLET SILICON LUBRICANT OR EQUIVALENT. 2. INSTALL THE GASKET BY PLACING THE GASKET OVER % �IP-� THE TIRE AND ENSURE THAT THE CASKET VP DOES wvT To TNY RNTAWIi ON NOT OVERHANG THE PIPE END 3 BRING BOTH PIPE ENDS TOGETHER, ENSURE Pr PROPER ALIGNMENT AND SLIDE THE GASKET INTO I�am�,I POSITION, PROPERLY CENTERING IT BETWEEN THE II m� SOLENOoGROOVED PORTION5 Of EACH PIPE. TANK Y'LL� •. PUCE THE COUPLING HOUSINGS OVER THE CASKET � INLET \ ACTUATOR SO THAT THE HOUSING KEYS FULLY ENGAGE INTO fl¢Kwuu GROOVES INSERT THE BOLTS INTO THE COUPLINGS II I GHT VALVE CAUANDTION: ROTATE THE NUTS UNTILN FILY AND US 5 TIGHTEN THUS ALTERNATELY AND EVENLY CAUTION: UNEVEN TIGHTENING CAN CAUSE THE TANK GASKETS TO PINCH. FILTER \</# ...ff-��` / TANK TP-237 C. MET MANIFOLD! DUPLE INLET MANIFOLD TO BaCIWASH VALVE MET PCRTS. REFER TO TFE'BASIC SYSTEMS COVPCtENTTP-19U CRAW NG FOR CORRECTPoSf1 CNINGCF'MET MQNFIp n, Co Nor FULLY TIC-RE{4awa COLFUNGS. Q INSTALL RC G CCNED ADAPTERS:CRONE ADAPTERS COMECTED TO BACKVASH PORT. E INSTALL BNCKW8ISH MANraa ASSENELY: IT IS NECESSARY TO INSTALL A RESTW lUi VALVE/GATE VALE RCP _ PROPER EACKAPSH FL(7N REGLLAl1CM1 AL\AAYS INSTALL AN AIR VENTNACUAM RELIEF VALVE CN TF£ RPC 'ASH r MANIFOLD. TFE CPTICNAL VIEW TEE WLL FACILITATE PROPER ADJUSTMENT Cr THE RESTRCI C*<VALVE AND AD IN ADJUSTING THE LENGTH OF THE BACKWASH GYCZF_ 0 © 0 0 fe a _ r a E� wr III' 'J$ i���I BACKVASH _ 1110.0.0. 1 1 1 9/24/1999 i'. v . Specialty Rental Page 3 -- WYU t WCPlac-UPwTINSTALLAnakl 0 0 INLET IN IN i_ I�I !fill 4 Ito Q , MANIFOLD , rim i ■� ID d' B 0 0 1. SOLENOID VALVE -- 2. P4MT4 POLY FITTING S 1 3. 1/2 INCH NIPPLE 4. I/2 INCH GATE VALVE 4 BACKWASH 5. 3/4 INCH Y-STRAINER CONTROL 6. 3/4 X 1/2 BUSHING 7. 1/4 INCH NIPPLE 0 8 P4ME4 POLY FITTING — 9 PRESSURE GAUGE 10- P4FC2 POLY FITTING I,l 111 " I L. DISCHARGE MANIFOLD 11. 1/4 INCH GALVANIZED TEE ' 12. 1/4 INCH GALVANIZED CROSS 13 1/2 X 1/4 BUSHING a III I 0 0 14. POLY TUBING HI PRESS LOW PRESS it INSTALLATION [IF TUBING r__, IIIIIIN 1 ) II -6-6 POLY. TUBING dam- N WINS IIVS P4FC2 P4ME4 op P4MT4 CUT THE TUBE SQUARELY AND REMOVE ANY BURRS. NOTE: ' LOOSEN NUT ON FITTING UNTIL THREE THREADS ARE A LENGTH OF TUBING SHOULD BE VISIBLE MOISTEN END OF THE TUBE WITH WATER ATTACHED TO THE EXHAUST PORT OF PUSH TUBE STRAIGHT INTO FITTING UNTIL IT BOTTOMS EACH SOLENOID VALVE TO CHANNEL ` , ON THE FITTING'S SHOULDER TIGHTEN NUT BY HAND EXHAUST WATER FROM THE ACTUATOR. 9124T]999 ? 4 ��" Specialty Rental Page4 SOLECIDCafeCT1C1* - OOSEN NUT TO ROTATE HOUSING rO HOUSING t 1\4' S,S.NIPPLE •' 1 -- —� IN en o Ia 'CVI..' PORT NA`Y DErAL VALVE ACTUATOR 40LENmo (SEE VALVE DETAIL) VALVE 'KARAT. VK VE um CHI HMS II TP•2;5 AEtUAIDR SEM-AUTO.SCI-FJNATIO 0 O 0 If• . INLET _ _ — — It MANIFOLD �'I'..�YI�� �i';i '.�' ICI BA "'. III r � � _ L J 0 ' 0 lc 0 O e.v O r 0By O __ 0 © I BM I VALVE 1 0 3 O I \O D O/ I O • O 0 \ o / /// OD I. INLET CMANMAE NIFOLD DPLE O DRAIN J It ' 3. 1/2' GATE VALVE 0 4. I/2-XI/4' REDUCER OUSHIND 5 I/4' CLOSE NIPPLE air -- 6. 1/4' TEE r 7 P4ME4 POLY. FITTING _;► R 1/4' OP POLY TARING — 9 PRESSURE GAUGE (OPTIONAL) ID P4MT4 POLY. FITTING 11 ACTUATOR FLUSH PLUG 12. 1/2' 3-PORT 2 VAT BALL VALVE44 13. ACTUATOR COVER - 14 INSPECTION HOLE I..O�I PALL VALVES MUST OE INSTALLED VIT14 LEVER ON RN. SIDE OF VALVE WHEN VIEWING COVER 2 PUSH LEVER DOWN TO BACKWASH TP- 146 9/24/1999 [n 'Pm a Specialty Rental Page 5 . . " SCLEI ID VALVE ASSEMBLY: - PEENER(}PFn "EKN: PORT ROUTE POLY ELBOW TO (�_� HERE. ROSE LY EL TO `Y'- BEHIND FRONT LEG OF TANK I:1 f,.--0 N� JAM/STOP ®~O `� NUT w CONNECTION POLY A C'.``I\ - ING AAA`` ACTUATOR (LOOSEN JAM FROM EFAL SHUTIIII-10 ROTATE IF LEADS NECESSARY DD N rntR TCfl ) PART III OT1" i�Imo., 1 108 PO BACKWASH tn.. PORT VSE CLOSED POSITION 1/4"S.S. CLOSE 'Iry" PORT USE NIPPLE HERE i� ( II a �� c POLY INS HERE) iv b0 NOT INSERT NIPPLE HERE. 2 ENERGIZED O" BACKWASH MANUAL OVERRIDE KNOB RATH OPEN POSITION POSITION INDICATOR ARROW — (ROTATE HLV TO OPEN BACKWASH VALVE)M.VE) I. ADAPTER POLY TO 1. ADAPTER STN. o _ FITTING ` ACTUATOR I. STOP NUT • HOUSING ASSY. a 1. PLUNGER ASSEMBLY RESTS INSIDE O. COB ASST. B. SLEEVE ASST. '� fid fry } SOLENOID BODY PREVENTING FLOW TO T SPRING �,/" THE ACTUATOR, ACTUATOR IS ALLOWED TO B' PLUNGER ASS?. 9`a'S. i� EXHAUST THROUGH PLUNGER ASSEMBLY IC. BoorESEA 10 c --_ •'3/� �II II. SPANNER TOOL "� _ Z, SOLENOID ENERGIZES. PLUNGER RiG01SV ASSEMBLY RISES AND FLOW 15 ALLOWED ,v } INTO ACTUATOR, ACTUATOR DIAPHRAM FILLS. TP-216 !BACKWASH AFC SCLBODVALVE OPERA-flak #1 I #4 } BV II Cr . - I. FLOW FROM INLET TO FILTER INLET F IIFI 1 \• SOLENOID OEENERG D. 2. SOLENOIDID VALVE ENERGIZED FLOW FROM INLET TO FILTER AND DFFNFPRIZFD a DEFNERGVFD TO BACKWASH LINE. TO t 3. SOLENOID VALVE ENERGIZED. FILTER IV. FLOW FROM TANK TO BACKWASH LINE. ^�- <. SOLENOID VALVE DEENERGIZED yL^� 11� FLOW FROM TANK TO BACKWASH C R LINE. I B V } B W II S SOLENOID VALVE DEENERGIZE9. FLOW FROM INLET FILTER AND rr� 1191 TO BACKWASH LINE, 6 FLOW FROM INLET TO FILTER, 1 I SOLENOID VALVE 9EENERGIZEO. 1=4INLET INLET II - FNFWAI}FD mil. DEFNERGIZED O FILTER FILTER #3J #6 ' B V II II HI PRESS. - IN_•1 11___ . , Is l- i ai.wm' mi MMIL2i1x_ MI WATER INLET TP-236 _ ar - IIt ENERGIZED I— DFFNEROIZFD 11TO {TO B.W FILTER 9/1'+/I Y`V L, Specialty Rental Page 6 MEDIA INSTALLATION NOTE: SSM MODELS USE THE SAME MEDIA AMOUNTS. • I. REMOVE FILL PORT COVER AND CHARGE FILTER WITH CORRECT AMOUNT OF GRAVEL AND HALF MEDIA. SEE FIGURES 1 c@ 2. .ma fi at Api • TOP WF.LO - ` j 1 SEAM? • be se, Fa11 Tara 104_� 1}} Part ° o a. G.7 c'�• FIGURE I FIGURE 2 Tr,-236 2. REPLACE FILL PORT COVER AND TIGHTEN CLAMPS. 3. RESTRICT OR SHUT-OFF DISCHARGE(OUTLET LINE)OF FILTERS FOR MAXIMUM PRESSURE AND FLOW DURING BACKWASH. 4. START UP SYSTEM AND BACKFLUSH FITTERS. OPEN RFSTRICTOR VALVE UNTIL A SMALL AMOUNT OF MEDIA IS PRESENT IN THE BACKWASH WATER(VIEW THROUGH SIGHT GLASS). REPEAT 4 OR 5 TIMES FOR EACH FILTER. 5. SHUT DOWN THE.SYSTEM AND ALLOW FILTER TO DRAIN. - - 6. REMOVE FILL PORT COVER AND CHARGE FILTER WITH REMAINING HALF OF MEDIA. 7. REPLACE FILL PORT COVER. 8, REPEAT STEP 4. -- 9, SYSTEM IS NOW READY FOR NORMAL OPERATION AND FINAL ADJUSTMENT OF BACKWASH RESTRICTOR VALVE. 10 ADJUST RFSTRICTOR VALVE FOR MAXIMUM CLEANING WHEN NORMAL OPERATING FLOW-AND PRESSURE HAVE STABILIZED. MAXIMUM CLEANING IS REACHED WHEN NO MORE UNWANTED PARTICLES ARE SEEN THROUGH SIGHT GLASS. NOTES: - - FILTERS SHOULD BE BACKWASHEI)AT THE FOLLOWING PRESSURE DIFFERENTIAL: 25 GPM/FT2 — --- 7 PSI DIFFERENTIAL 20 GPM/FT2 -- ---• ---- 5 PSI DIFFERENTIAL 15 GFNIJFT2 --- ---- -- ---- — -- 3 PSI DIFFERENTIAL 10 GPM/FT2 -- ---• --•• ---- --- 2 PSI DIFFERENTIAL BELOW 10 GPM/FT' ---- ---- --- ---- --- ---- I PSI DIFFERENTIAL PRESSURE DIFFERENTIAL SWITCH FOP.AUTOMATIC CONTROL SHOULD BE SET USING THE ABOVE PARAMETERS. 9/2411999 Specialty Rental �flge' I. MEDIA REMOVAL: SHUT DOWN WATER SUPPLY TO SYSTEM AND REMOVE BOTTOM DRAIN PLUG, TURN ON WATER SUPPLY TO SYSTEM AND DRAIN MEDIA FROM TANK AS SHOW BELOW. alkiL • ,ZlLI 1 ,rail' Poet • ,- I 41 -vrwa1 $ Nadia MEDIA CLEANING IT IS RECOMMENDED THAT THE FILTERS BE BACK WASHED WHEN A 5-PSI DIFFERENTIAL,AT 20 GPM/FT1 FLOW IS RE.ACI IED. TO BACKWASH,OPERATE BACKWASH VALVE FOR A MINIMUM OF TWO-MINUTE PER FILTER. CHECK DIFFERENTIAL AND IF NOT NORMAL,REPEAT BACKWASH PROCEDURE. FILTER INSPECTION PERIODIC INSPECTION IS NECESSARY AND SHOULD BE DONE AT LEAST MONTHLY OR MORE FREQUENTLY IN SEVERE CONDITIONS. CHECK THE FOLLOWING: 1. MEDIA ADD MEDIA WHEN 2"BELOW TOP WELD SEAM. BREAKUP ANY SOLIDIFICATION OF MEDIA AND BACKFLUSH UNTIL CLEAN. READJUST BACKWASH RESTRICTOR VALVE AS REQUIRED. 2. EXTERIOR TOUCH LIP OR REPAINT AS REQUIRED. AUTOMATIC BACKWASH CONTROLS DESCRIPTION AUTOMATIC BACKWASH OF THESE SYSTEMS ARE ACCOMPLISHED VIA THE MODEL 94B SERIES CONTROLLERS - A SOLID STATE ELECTRONIC CONTROL UNIT, CAPABLE OF OPERATING ONE MASTER VALVE AND UP TO 12 BACKWASH VALVES. - THE CONTROL WILL INITIATE A BACKWASH CYCLE AFTER REACHING A PRE-SET TIME OR BY RECEIVING A SIGNAL FROM THE PRESSURE DIFFERENTIAL(P.D)SWITCH INDICATING A DIRTY PETER CONDITION. OPERATION THE CONTR.DLLER WILL BEGIN TIMING OF THE BACKWASH INTERVAL WHEN THE POWER SWITCH IS TURNED ON, WHEN THE BACKWASH INTERVAL TIME HAS EXPIRED,THE CONTROLLER WILL INITIATE. A BACKWASH CYCLE IF THE P.D. ON-OFF SWITCH IS IN THE "ON" POSITION, IT WILL INITIATE A BACKWASH CYCLE IF THE PRESSURE DIFFERENTIAL REACHES ITS SETTING AND REMAINS THERE FOR APPROXIMATELY FIFTEEN(15)SECONDS. THE MASTER VALVE WILL ENERGIZE AND REMAIN IN THIS CONDITION AS EACH STATION IS ENERGIZED, DE-ENERGIZED AND ALLOWED TO PASS THROUGH ITS DWELL PERIOD. AT THE END OF THE BACKWASH CYCLE THE MASTER VALVE WILL DE-ENERGIZE. THE CONTROL WILL CONTINUE TO REPEAT THIS PROCEDURE UNTIL THE POWER SWITCH IS TURNED OFF, 9./24/1999 — a1 Specialty Rental Page 8 SPECIFICATIONS: VOLTAGES 120VAC 50-60HZ VOLTAGE INPUT(TRANSFORMER) 12 VDGI2 VAC 50-60 HZ VOLTAGE INPUT(CONTROL PANEL) 12 VAC VOLTAGE OUTPUT LOADING 25 MA CONTROL PANEL DORMANT 300 MA SEQUENCING 1.0 AMP MASTER VALVE 2 STATIONS .0 AMPS TIMING BACKWASH INTERVAL 0 HAS TO 168 HRS. FLUSH TIME 0 SEC.TO 330 MIN. DWELL TIME 0 SEC.TO 90 MIN. P.D.DELAY 0 SEC.TO 360 SEC. CAPACITY MASTER VALVE STATIONS(STD SOLENOID VAL VES) 1-12 -r ENCLOSURE DIMENSIONS HEIGHT 1I.50" WIDTH 7.62" DEPTH 4.62" - WEIGHT 105LBS BACKWASH VALVES (3" AND 4-) THE BACKWASH VALVE IS A THREE(3)PORT, TWO(2)WAY VALVE, COMBINING BOTH FILTRATION AND BACKWASH MODES IN A SINGLE RUGGED UNIT. THIS ONE VALVE ACCOMPLISHES WHAT WOULD NORMALLY REQUIRE TWO VALVES MOUNTED IN A"TEE'CONFIGURATION. THE VALVE IS PICTURED ON THIS PAGE IT IS FULLY OPEN IN EITHER TT-IE FILTRATION OR BACKWASH POSITION,GIVING FULL UNRESTRICTED FLOW. THE VALVE BODY Is CAST FROM DUCTILE IRON AND THEN COATED WITH 3M 134 FUSION BONDED EPDXY. THE USE OF THESE MATERIALS. AS COMPARED TO PLASTIC OR OTHER METALS, YIELDS AN EXTREMELY STRONG RUGGED UNIT THAT win WITHSTAND THE ABUSE OF HEAVY WRENCH OR OTHER OVERLOAD. THE SHAFT IS 303 STAINLESS STEEL AND IS CORROSION AND WEAR-RESISTANT FOR LONG HEAVY DUTY SERVICE. THE POLYURETHANE VALVE SEAL TS BACKED UP WITH DUCTILE IRON SUPPORT PLATES TO ASSURE A POSITIVE SHUT OFF THE ACTUATOR FOR AUTOMATIC OPERATION HAS AN ALUMINUM HOUSING, PISTON AND COVER FOR LONG SERVICE LIFE. THE RETURN SPRING AND ROILING DIAPHRAGM ARE DESIGNED TO OPERATE THE VALVE SMOOTHLY UNDER A VARIETY OF CONDITIONS,WITHOUT DANGER OF VALVE SLAMMING. 9/24/1999 r at Specialty Rental Page 9 SCHEMATIC OF AUIQMATIC BACK ASH VALVE Q 0 0 is it -1 1 I. Cy 041 it m �� a f ,"• . © © b "ems �� 15 ��yflrat7TlnU es' er �" 2" ���v 1 VALVE BODY 3020"02 2020-04 2 VALOR TOP PLATE 30]9-03 2039-04 2 VALOR 'IOW 1065501 1065-02 9 VALVE SOCTCN PLATE 2040-03 2040-04 5 40' 41606 1994 104s 6 RACNNAER SHAFT 3010-01 1015-02 7 HUT 1069 1069 6 ACTUATOR ROUSIRO 202E 2025 9 JOLTS c NUTS 1071L071072 1071 0 1072 10 SPRIRR 1070 11 JAR RUT 1059 1069 12 ►ISIOR 20)4 2034 12 EI4911112.00 1009 1059 16 RIRC 2032 2032 13 CAvwn0]M 1074 1074 16 COVER 203) 2032 • 17 JOLTS c NUTS 9077 A 1073 1077 6 107] VALVE OPERATION VALVE ACTUATION IS ACCOMPLISHED HYDRAULICALLY,USING WATER INTERNAL TO THE FILTER SYSTEM, THE WATER IS DRAWN OFF THE INLET MANIFOLD,THROUGH A STRAINER,AND INTO POLY - TUBING. WHICH IS CONNECTED TO A SOLENOID VALVE ON EACH OF THE FILTERS IN THE SYSTEM, WHEN THE BACKWASH CYCLE IS INITIATED THE FOLLOWING OCCURS: 11 THE BACKWASH CONTROL UNIT SENDS A SIGNAL TO THE SOLENOID VALVE THAT IS ATTACHED TO THE ACTUATOR COVER OF THE FIRST FILTER IN THE SYSTEM. (ONCE THE FIRST FILTER IS RACK WASHED,THE CONTROL WILL SEND A SIGNAL TO THE SOLENOID VALVE ON THE SECOND FILTER,AND THEREAFTER TO EACH FILTER IN TURN UNTIL ALL IN THE SYSTEM HAVE BEEN BACKWASHES)) 21 THE SOLENOID PLUNGER MOVES FROM THE CLOSED TO THE OPEN POSITION, 3) THE POLY TUBING,WHICTI IS ATTACHE)TO THE SOLENOID,ALLOWS WATER FROM THE INLET MANIFOLD TO PASS THROUGH THE SOLENOID AND INTO THE ACTUATOR . - HOUSING. 9/24/1999 • ? T Specialty Rental PAge 10 4) AS WATER ENTERS THE ACTT IATOR HOUSING THE HYDRAULIC PRESSURE MOVES THE PISTON AND ROLLING DIAPHRAGM FORWARD CAUSING THE BACKWASH SHAFT TO ALSO MOVE FORWARD. 5) AS THE BACKWASH SHAFT MOVES FORWARD IT ALSO DRIVES THE VALVE PLATES AND SEAL FORWARD UNTIL THEY CLOSE OFF THE INLET PORT OP THE VALVE. THIS PREVENTS WATER IN THE INLET MANIFOLD FROM ENTERING THE FILTER. 6) AS THE INLET PORT ON THE BACKWASH VALVE IS CLOSED,THE BACKWASH PORT IS SIMULTANEOUSLY OPENED. THIS ALLOWS THE BACKWASH WATER COMING UP THROUGH THE MEDIA BED TO CARRY DEBRIS OUT THE TOP OF THE FILTER,THROUGH THE BACKWASH PORT AND INTO THE BACKWASH MANIFOLD. 7) IEN THE END OF THE FL.USIi TIME HAS BEEN REACHED,THE SOLENOID VALVE IS DE- ENERGIZED. THE WATER IN THE ACTUATOR HOUSING DRAINS OUT OF THE HOUSING AND OUT THROUGH THE EXHAUST PORT ON TOP OF THE SOLENOID VALVE. THE WATER IS CARRIED AWAY FROM THE SOLENOID VALVE VIA POLY TUBING. 8) AS THE HYDRAULIC PRESSURE.INSIDE THE ACTUATOR HOUSING DECREASES,THE PISTON AND DIAPHRAGM RETURN TO THEIR NORMAL POSITION,CAUSING THE VALVE PLATES AND SEAL.TO OPEN THE INLET PORT ON THE BACKWASH VALVE AND CLOSE TILE BACKWASH PORT. 9) WITH THE RE-OPENING OF THE INLET PORT,THE FILTER WILL RETURN TO THE FILTRATION MODE,AND THIS SAME PROCESS WILL BE REPEATED ONE AT A TIME WITH THE OTHER FILTERS IN THE.SYSTEM. MAINTENANCE AND SERVICING COMPONENT FREQUENCY PROCEDURE INLET MANIFOLD MONTHLY CLEAN Y STRAINER ON THE INLET MANIFOLD FILTERS MONTHLY CHECK TEXTURE AND CONSISTENCY OF MEDIA TO MAKE SURE IT IS STILL LOOSE AND FREE OF CAKING OR CRUSTING CHECK LEVEL OF MEDIA AND ADD AS NEEDED. ANNUALLY CHECK CONDITION OF EXTERIOR PAINT AND TOUCH UP AS NEEDED. AUTO CONTROLS BI-ANNUALLY ROTATE KNOBS ON CONTROL PANEL TO BREAK ANY OXIDATION THAT MAY BE OCCURRING CHECK SEALS ON CONTROL ENCLOSURE FOR INTEGRITY 9/24/1999 l TPage I1 eci ltyRental BACKWASH SEMI-ANNUALLYLUBRICATE BACKWASH SHAFT AND"O"RINGS IN PACKING GLAND WITH A MOLYDISULFTDE VALVES GREASE OR EQUIVALENT FOR VALVES THAT HAVE STAINLESS STEEL PACKING GLANDS. FOR VALVES WITH PVC PACKING GLANDS USE 112 SILICONE GREASE. FLUSH ACTUATOR IF HEAVY SILTING CONDITIONS EXIST ANNUALLY DISASSEMBLE.INSPECT AND REGREASE BACKWASH VALVE I . 0..___ • NI SVEN/1GiL PoSLT Itt i . AO .. I , „,, reir. 1 el_ufwt•1 PORT BACKWASH VALVES SEMI-ANNUAL SERVICING REFERRING TO THE DIAGRAM BELOW, REMOVE THE RUBBER COVER FROM THE SERVICE PORT AND INSPECT THE INTERIOR OF THE ACTUATOR HOUSING AND BACKWASI I SI IAFT. LURRiCATF WiTH A iNWT WFTOHT On OR AEROSOL SPRAY (' T)-4(). HYDRAULICALLY OPERATE THE ACTUATOR TO INSURE PROPER OPERATION. REPLACE RUBBER COVER TO PROTECT ACTUATOR iNTER1OR. REMOVE Tl IE 1!4"DRAIN PLUG FROM THF.FLUSH PORT. MANUALLY OPERATE THE SOLENOID VALVE BY TURNING THE KNOB WITH THE — (ARROW) FROM THE "C" POSITION TO THE "0" POSITION. THIS WILL INITIATE A BACKWASH. SOURCE WATER WILL ENTER THE ACTUATOR AND FT,IJS.H THE ACCUMULATED DEBRIS OUT THE FLUSH PORT. REPEAT THIS CYCLE AS REQUIRED. REPI_ACE THE 1/4"DRAIN PLUG,AND TURN THE KNOB ON THE SOLENOID FROM THE"0"POSITION BACK TO THE"C"POStFION. 9/24/1999 • Specialty Rental. Page 12 TROUBLE SHOOTING GUIDE SYMPTON POSSIBLE CAUSE BACKWASH FREQUENCY INCREASES A)CHANGE IN WATER QUALITY B)INCREASE IN FLOW ABOVE DESIGN PARAMETERS C)LOW MEDIA LEVEL I))BACKWASH RESTRICTOR VALVE IS SHUT E)CHANGE IN PRESSURE F)BACKWASH FLUSH TIME(DURATION)IS TOO SHORT G)MEDIA IS BECOMING HARDENED OR CRUSTED H)INLET LINE PRESSURE TOO LOW IItGI{PRESSURE DIFFERENTIAL A)CHANGE IN WATER QUALITY B)LOW MEDIA LEVEL C)BACKWASH RESTRICTOR VALVE IS SHUT D)INCREASE IN FLOW E)INLET LINE PRESSURE TOO LOW F)INSUFFICIENT BACKWASH FREQUENCY AND/OR DURATION G)WRONG MEDIA IN FILTERS II}UNDERDRATN SCREENS ARE BLOCKED MEDIA NOT FT_TTTDT7TNO DURING BACKWASH OR CRUSTED A)INSUFFICIENT BACKWASH FREQUENCY OR DURATION B).REDLICF.D PRESSURE C)FLOCCULATING OR COAGULATING AGENTS PREVENTING THOROUGH MEDIA CLEANING DURING BACKWASH I))RESTRICTOR VALVE IS CLOSED SLUGGISH VALVES A)LOW PRESSURE CAUSING VALVE TO OSCILLATE 13)DRIED OUT 0-RING(LUBRICATE) C)DIRTY"Y"STRAINER ON INLET LINE LEAKAGE OUT I3ACKWASII LINE A)BAD VALVE SEAT OR,SEAL A)VALVE NOT COMPLETELY SEATED C)BENT BACKWASH SHAFT D)LOOSE BACKWASH SHAFT NUT LEAKAGE OUT OF ACTUATOR A)RUPTURED DIAPHRAGM B)COMPRESSION PLATE LOOSE FILTER IS NOT BACKWASHING WHEN OTHERS IN SYSTEM ARE A)SOLENOID VALVE DEFECTIVE R)HYDAULIC POLY TUBING LOOSE OR DISCONNECTED C)MALFUNCTION OF BACKWASH VALVE (DISASSEMBLE &:.INSPECT) D)WIRING ON CONTROL.PANEL_. LOOSENED E)DEFECTIVE CONTROL PANEL F)SOLENOID VALVE IMPROPERLY ATTACHED 9/24/1999 Page 13 Specialty Rental LAMPS NOT LIGHTING DURING TEST OF AUTO BACKWASH CONTROL A.)WIRING.IN PANEL IS LOOSE OR DISCONNECTED B)INCORRECT VOLTAGE INPUT C)DEFECTIVE CONTROL PANEL-REPLACE FILLER WILL NOT STOP BACKWASHING A)SOLENOID VALVE MANUAL OVERRIDE BUTTON IS SET ON"O"INSTEAD OF "C" 13)MALFUNCTION OF BACKWASH VALVE (DISASSEMBLE AND INSPECT) C)MALFUNCTION OF CONTROL PANEL 9/24/1999 Lit! iy; 4:uuei.L 1�: .r, J1bt U6bb `=EFFILL0 PAGE 02 11 tia(l' • BULLETIN SERIES iDFi I JAN 1 . ® 999 t '11111 .�� i �t I� FILTRATION SYSTEMS Leta_ � °� AUTOMATIC GRAVITY FABRIC FILTRATION � :!I, , ,, 4f 1 ,g -F all . 'IN.'. L. •I '4.4- III rlai w4.4,, ' %4s $-J. , r - #i4ikitrtyaE s iuts+:s0` • ...E ..:} }a i 11 • Unattended operation • Wide range of applications it Automatically indexing media allows continuous Phospnating solutions, waste water machine tool filtration, even with varying input or solids content. coolants, process solutions or cooling water, fume scrubber and parts washer reservoirs, water, wall * Choice of materials spray booth solutions, and treated plating waste Carbon steel, 316 stainless steel, CPVC or III polypropylene • Many sizes j! From 1 .5 to 113 square feet of filter surface area SYSTEM OPERATION SIZING YOUR SYSTEM This system is totally automatic and respond-4-- • ; removal of contaminant,from your pro- variations in flow rate and solids concent 1 -ovides many benefits and quick payback the contaminated solution to the diffuse U rL LnA nvestment. Properly sized gravity filtra- distributes flow across the full width of tr II normally require 1 to 2',tank turnovers Particle separation starts ,mmediately via ding on contaminant loading. To select through the media to the clean reservoi line conveyor frame. Filtered solution can then c laterials of constructioH(see Chemica, to waste or be returned to the process via a ce Guide) ;l Gravity flow allows gentle accumulation ow rate(Tank size x number of turnovers of solids or the filter fabric. The concave co per hour divined by 60 —I. e. 606 gallon tank of the media bed accommodates the flow rate and 1 turnover per hour equals 10 GPM flow required) maximizes solids loading on the `abric. As the media 3. Desired clarity or media micronitating (see gradually becomes laden with solids, the solution level specifications and Micron Selection Guide on the g y in will slowly rise until the float switch activates the conveyor following pages—nd es g � — i. e. 40 micron filtration P.dnve motor. Consumed fabric is advanced to the sludge 10 GPM requires a 4 square foot unit.) box as fresh media is simultaneously indexed'to the Sample media is available free of charge for test arc solution flow. application evaluation Rental units are available in Model 1.5 and Model 4 sizes for in-plant evaluation. !I 1 I I __ / UJ1d/1`i/-r1E�2 1: : .:b 31�kit3�U8bb SERFILCO PAGE 03 1 II 1 F-701 N 11 Page 2 FILTER SERIES S 1 SERIES SS SERIES CPP SERIES PP AREA (SQUARE PRICE PRICE MODEL PRICE MODEL;! PRICE FEET) MODEL CODE NO. ;MODEL CODE NO. CODE NO. CODE NO. 1.5 DFS-1.5-S 49-1414 DFS-1.5-SS 49-1413A DFS-1 5-CPP 49-1139 DFS-15-PP 49-1415 4 DFS-4-S 49-1000 DFS-4-SS 49-1038A DF3-4-CPP 49-0059 — 11 — TO ORDER - 8 DFS-8-S 49-1003 DFS-8-SS 49-1040A DFS-8-CPP 49-0060 — i 11 DFS-11-S 49-1006 dFS-11-SS 49 1042A DFS-11-CPP 49-0061 -- 11 SYSTEM, 15 OF-15-S 49-0009 OF-15-SS 49-0044A OF-15-CPP 49-0062 — — use Price 17 DP-17-S 49-0012 DP-17-5S 49-0046A DF-17-CPP 49-0063 19 OF-19-S 49-0015 OF-19-SS 49-0048A DF-19-CPP 49-0064 Code Number 24 OF-24-S 49-0018 OF-24-SS 49-0050A DF-24-CPP 49-0065 — — 27 DP-27-S 49-0021 DF-27-SS 49-0052A DF-27-CPP 49-0066 — — 29 OF-29-S 49-0024 DF-29-SS 49-0054A DP-29-CPP 49-0067 — — 40 DF-40-S 49-0027 DF-40-SS 49-0056A DF-40-CPP 49-0068 — — 57 DF-57-S 49-0030 OF-57-SS 49-0058A DF-57-CFP 49-0069 — — 96 DF-96-S 49-0074 — — — — — — 113 DF-113-S 49-0075 1 — — — — — — 1 CARBON STEEL reservoir, frame,;shafts, bearings and sprockets. Models 1.5 to 11 featu4 a 316 SERIES S stainless steel conveyor belt. Uarger models have galvanized belt with optional 304 or! 16 stain:ess steel belt. Units are coated with corrosion resistant 2-part epoxy paint SERIES SS 316 STAINLESS STEEL reservoir) frame, shafts, bearings, sprockets and conveyor belt. Non-wetted surfaces such as fiabric bracket, motor bracket and gear reducer are carbon steel CPVC reservoir,frame, polypropylene conveyor belt and sprockets, Delrin®bearings, HOPE sludge box, SERIES CPP PVC shafts on Models 1.5 andl4, 316 stainless steel shafts on Models 8 and larger 11 Model 1.5 has polypropylene reservoir. I I SERIES PP POLYPROPYLENE reservoir, frarne, sprockets and conveyor belt Delrin bearings, PVC Shaft, HOPE sludge box. Available in 1.5 size only. 1i All units include: float switch, sludge box (HOPE on Models motor and starter. Standard edge seals are)PVC, 140°F 1.5 and 4), a filtrate reservoir which serves as a support for maximum. EPDM and silicon rubber edge sealb,are optional. mounting the conveyor frame, drain, single phase d f ive Order filter media separately. I, i I MAIGNETIC STARTER DiF USER�3'DRAIN h 9EI ECTOR SWITCH PAY FLOAT SWITCH I DIFFUSER MAGNETIC _ ACTIVATES CONVEYOR 2•DRAIN TRAY STARTER& I MOTOR& __ j SELECTOR �- -■-- REdUCTIDN UNIT f�---�-- 1 SWITCH (LOCATED ON SIDE ;� PANEL FOR MCDFLS 1711111111; DF-4,DF-B AND OF-11) ' II', �Model BB lirI IDF-1.5 • MOTOR i i 114 FILTER MEDIA(12'DIA.MAX.) 1eMllogIM== i ' I '1 —I— I %�-' \ /—FILTFR MEDIA 29W ' I_ U \��1 (1B'DIA MAX) Models DF-4 22'G DF- to 24/1C J Ito OF-113 INLET HT C - 1 OF-27&LARGER,7G""A 4 III •1.1 —Ts1 — NLET SLUDGE ' DF-4 to 24 1Q" -- -. SLUDGE 1 I• 0. 'I ' CLEAN RESERVOIR '� ".,,Li- BOX CIF-27&LARGER,15' 90X ,j H- II q• A I 11 I I 'I 115V/1/60 OVERALL . INLET APPROX. FABRIC MICRON RATING FILTER FILTER TANK DRIVE DIMENSIONS (INCHES) HEIGHT MEDIA SHIPPING MODEL AREA CAPACITY MOTOR LENGTH WIDTH (INCHES) WIDTH WEIGHT 5 10 25 i� 40 80 111 SQ. FT. GAL HP A B HEIGHT C IN. LBS. GPM FLOW RATE f- eDP-1 5 1.5 20 1/15 44 20 1 35 5 17.6 13 225 2 3\ 4 '' 6 9 DP-4 4 49 1/3 69 31 40 17 6 16.5 320 5 ' 6.1 10 , 14 23 DP-8 8 90 1/3 65.5 43.6 ' 40 1 17.6 33 580 10 12 20 11 28 45 DP-11 11 115 1/3 81.5 43 6 1 40 i 17.5 33 760 14 17 28 I, 39 62 DF-15 15 130 1/3 97.6 43-6 1 40 17 6 33 940 19 23 38 i' 53 85 Q D 17 17 160 1/3 114 43.6 40 17 6 33 1025 21 26 43 60 96 6a c DF-19 19 160 1/3 87 62 40 17 6 50 1025 24 29 48 11 67 '08 45-1 DF-24 24 200 1/3 104 62 40 17.6 50 1420 30 36 60 1! 84 '36 DF-27 27 400 1/2 136 67 8 52 30 50 2400 34 41 68 11 95 53 nI\• DF-29 29 500 1/2 162 67 8 52 30 50 _ 3110 36 44 73 H 102 64 DF-40 40 600 1/2 194 67 8 52 30 50 3750 50 60 100 11 140 226 DF-57 57 900 3/4 259 67 8 52 _ 30 50 5250 71 80 143 1 200 323 OF-96 96 1370 3/4 380 67.8 1 52 30 5C 7700 120 144 240 17 336 544 OF-1 11 3 113 1575 1 427 67 8 ' 52 30 50 8655 142 160 286 '1 400 646 1 1 -- "-- ..0�,.,.)l-tJl- -, .'.Cr[rlt_L,U I-'Alat U4 11 r I F-701 N Page 3 ORDER DISPOSA-FABRIC MEDIA SEPARATELY, use Price Code NoH t -13"WIDTH` •16 1121 WIDTH'00-S OF 2 ONLY; 33"WIDTH` 501'WIDTH' MODEL YARDS PRICE WEIGHT YARDS PRICE WEIGHT`YARDS PRICE WEIGHT YARDS PRICE WEIGHT Z NO.' MICRON PER PER PER PER Z w ROLL CODE NO. (LEIS) ROLL CODE NO. (LEIS) ` ROLL CODE NO. (LEIS) ROLL CODE NO. (LEIS) m Q SF-W125 125 100 49-025718 2 500 l 49-009018 115 500 49-009118 23 500 490092-19 35 w Ov SF-W105 105 100 49-0258'8 2 50C 49-0093 18 11 5 500 49-0094 18 23 500 494095-18 35 w SF-W090 90 100 49-0259 13 2 500 ! 49-0165 1E 12 0 500 49-0166 19 23 500 49f)167-18 35 "' SF-W080 80 100 49-0260 B 2 500 49-0099 9 9 0 500 49-0100 6 18 500 49f0101B 27 J SF-W055 55 100 49-0262 9 2 500 49-0105 B '0.5 500 49-0106 8 21 500 49k'11078 32 a —= SF-W040 40 100 49-0263 B 1 2 500 49.0108 8) 12.0 500 49-0109 B` 24 500 49'0110B 36 z w SF-W025 25 100 49-0264 B 2 500 49-0111 8 '4 5 500 49-0112 B 29 500 40 01138 44 F_ -- SF-W020 20 100 49-0265 B 2 500 49-0070 B '8 0 500 49-00718 1 36 500 , 49 0072E 55 I <ce , w SF-W010 10 50 49-0266 B 2 200 49-0114 B 14.0 200 49-0115 B v 28 200 49(01168 43 z SF-W005 5 50 49-0267 B 2 200 I 49-0117 B 17 5 200 49-0118 B 1 35 200 4*1198 53 SF-W001 1 50 49-0265 9 2 , 200 j 49-0120 8 27 5 200 _ 49-0121 B 55 200 49101228 B4 Z SF-N080 BO 100 49-0269 B 2 500 49.0123 B 9 C 500 49-0124 B 18 500 491-0125B 27_ / _0 1 SF-N040 40 100 49-0270 B 2 500 49-0126 B 12 0 500 49-0127 0 1 24 500 48101288 36 z SF-N010 10 50 _ 49-0271 B 2 200 49-0129 B 15.5 200 49-0130 8 i 31 200 4d1013 i8 47 • Add width to Model No -Example: SF-W125-13'�°See Flow Rate hart and M Eron Selection Guide below (-i 6 ( " i MICRON SELECTION GUIDE BENEFITS APPLICATION i 125 105 90 80 55 40 25 10 5 1 Water wall spray booth solutions Paint spray booth-water • - • • • • Minimizes fire hazard from floating paint Zinc&iron phosphalinq • • • • Caustic washing solutions • • • • • • • Phosphating solutions Waste treat-metal hydroxide u) • - • • • Keeps systems clean without manual Grinding-steel Z • • • • • • • • labor,eliminates solution decanting Grinding -cast iron ; 0 • • • • • • &repeating. Reduces production Grinding - aluminum m • • • • • • downtime, prevents nozzle plugging Grinding -carbide l 0 . • • • • Treated plating waste Belt grinding -steel co • • • • • • • Retains precipitated solids createe as Belt grinding zinc w • • • • - a result of neutralizing acids or other Grinding - hard plastics i— • • • • chemicals, &the destruction of cyanides Grinding -soft plastics < • 1 Q • •_—_• Grinding-steel roll i • • • • • Fume scrubber & parts washer Grinding- brass • • • • • • reservoirs Grinding -bronze i • • • • Collects fly ash,dust or other particles Grinding - aluminum • • • • • • • Minimizes cleaning time&servicing of Lapping (OP 30- 100) • • • I • • spray nozzles Honing (Oil 20- 100) o • • • • • Quenching —i�= • • • • • Industrial waste water Grinding- steel o oy • • • • • • i • F iters chips or other particles from o cutting,sanding,grinding or polishing Belt grinding -steel l • • • • • • • j • operations. Permits recycling&reuse Belt polishing-zinc copper • • • • 1 , . of process solutions. Belt grinding -steel o • • • Thread grinding-steel J N D • • • Grinding, cutting & machine tool Flute-tap die grinding o o • • • Coolants Crush & form grinding = • • • Removes chins&grinding swarf to main- ' tain clean coolant&extend tool life U F Process or cooling water Machine tool oc • • • • • P-ovides primary clarification of water turning/milling 1- from pond, river,well,etc.,ahead of . >- secondary filtration or purification 7 . . , , ' 90p1,105p 125p -4--FABRIC MIi RON RETENTION FLOW RATE 6 I t 80p a_co5 I , If you are unsure of the micron level co LL 155 I ! you need, contact our Applidation viU- 4 i engineering Department to repuest D O , 1 i fabric samples with which y J can w 3 40N i— perform on-site testing. Confirmh data beyond 200 SSU by testing fluid with a O 25N 2 fabric mecia. 2 cc� �70� I i t I 1t4 I I 0 10 20 30 40 50 60 70 80 CKS r . I --- i WATER 75 100 150 200 300 SSU F-701 N OPTIONAL EQUIPMENT Page FOR AUTOMATIC GRAVITY FILTRATION SYSTEMS i RESERVOIR PUMPS (not installed) FLOW HORSEPOWER CAST IRON POLYPROPYLENE dPVC PRICE PRICE PRICE GPM @ TDH(ft.) CI PP & CPVC MODEL CODE NO. MODEL CODE NO. MODEL CODE NO. 5 11 1/15 1/5 SCI1.5 49-0149 OL50 39-9111 A OV50 39-9212 A 15 11 1/4 1/3 SCI4 49-0150 OL75 39-9121 B OV75 39-9222 B 24 20 1/2 1/2 SCI18 49-0151 OL100 39-9131 C OV100 39-9232 C 40 24 3/4 3/4 SCI 15 49-0153 OL100 39-9131 D OV100 39-9232 0 75 20 1 2 SCI24 49-0156 OL125 39-9141 N OV125 39-9242 N 115 35 2 2 SCIl29 49-0158 A EHP2 45-0623 EHC2 45-0123 145 25 3 5 SCI140 49-0159 EHP5 45-0645 EHC5 45-0145 200 35 5 7-1/2 SC1157 49-0160 A — — EHM2 45-1211 NOTE: 1/15 HP to 34 HP motors are 1 phase, 1 HP and up are 3 phase. 3 phase motors regrnre a separate motor starter, DESCRIPTION PRICE CODE NO. FLOAT ACTIVATED LEVEL CONTROL SWITCH FOR RESERVOIR PUMP NEMA 3 watertight. For single phase motors to 1' Mp @ 115V or 2 HP © 230VAC. Used as a pilot qg 0162 device on three phase magnetic motor starters Complete with float ball and mounted in reservoir tank for pump-down operation. Separate motor starter is required for 3-phase motor (see below). II RESERVOIR PUMP INSTALLATION AND WIRING '149-0173 MOTOR STARTER FOR RESERVOIR PUMP 3 phase with transformer and 24VAC control circuit O-MS3P-S 1 phase with transformer and 24VAC control circuit 0-MS1P-S EDGE SEALS EPDM SILICON RUBBER 200°F max. 3b0°F max. Models 1.5 - 8 49-0500 A 19-0500 B ' Model 11 l 49-0651 A 49-0651 B • CONVEYOR BELTS ADD TO ADD TO For Series DF-15S through DF-113S (Standard bets are galvanized steel.) MODEL PRICE CODE NO. 304 stainless steel -304 B 316 stainless steel -316 I C i I i TYPICAL — / i INSTALLATION i A- 1 � I Specifications subject to change without notice Registered Trademark: Deinn -DuPont !I P1441.11 1j' t� � limi���2 _ _ QDISTRIBUTED BY 41 800-323 w Email:saes@seNorthbrook IL 8rfjlco,com062-5360 U.S.A_FAX:847-559'1777 S1777 Shermer Road 847-559 .5431 1995 Web:hitp:llwww serfilco.corn I Beckwith and Kuffel t.5 P BECKWITH AND KUFFEL 5930 1ST AVENUE SOUTH SEATTLE,WA 98108 Phone:(206)767-6700 Hart Crowser tjn(�},/ FAX:(206)767-6230 Proposal No: 02-00499-109 / Aug 14, 2002 Item No: ITEM001 it Attn:Arthur Fleming MODEL:3196 Size: 1x1 .5-8 STX QTY: 2 E�..e 5"-'-Ar 7vr Operating conditions 3 4,, 4,-s r. 4- SERVICE Booster pump 1-1,..%JL i LIQUID Water Temp. 70.0 deg F,SP.GR 1.000, Viscosity 1.000 cp O rib`y CAPACITY Norm./Rate 120.0/120.0 gpm HEAD 175.0 ft Performance at 3500 RPM PUBLISHED EFFY 56.5%(CDS) RATED EFFY 54.0%with contract seal RATED POWER 9.8 hp(incl.Mechanical seal drag 0.37). (Run out 12.0 hp) NPSHR 8.48.4(f DISCH. PRESSURE 75.8(91.9 @ Shut off) (psi g) PERF.CURVE 2100-3 (Rotation CW viewed from coupling end) SHUT OFF HEAD 212.3 ft MIN FLOW 17.2 (gpm) LL1 ile , Materials ut0¢L CONSTRUCTION Ductile iron CASING Ductile iron max.casing.pres.@ rated temperature250.0psi g ST.BOX COVER Ductile iron 5S - ,.,, 4 IMPELLER Ductile iron-Open(6.8750 rated (in)max=8.0000 min=5.0000) ' t�o CASING GASKET Aramid Fiber with EPDM Rubber Altot`e- IMPELLER 0-RING Teflon SHAFT SAE 4140 2 4 D_/' 1 s A .14.4 , SHAFT SLEEVE 316SS LUBRICATION Flood oil t 9 p SS . SEAL CHAMBER Taper bore plus with axial ribs GLAND 316SS Flush BEARINGS SKF 6207(Inboard Bearing)SKF 5306 A/C3 (Outboard Bearing) COUPLING T.B. Wood's-SC 7- COUPLING GUARD Carbon steel BASEPLATE Cast iron camber top E00025A - i erl Sealing Method 1�" MECHANICAL SEAL John Crane-4610-SC/SC Viton-(Cartridge-Single) ✓ rr�,s Flanges k�I 0-1 150#flat face ✓ `` Liquid end options Impeller static balance to ISO G6.3 Frame options Ductile iron frame ring Painting Goulds Blue water reducible coating (Strathmore) Proposal No: 02-00499-109 Item No:ITEM001 MODEL:3196 STX lx1.5-8 Page2 Driver: Electric motor .Manufacturer: Pump mfg 's Choice FURNISHED BY Pump mfg MOUNTED BY Pump mfg RATING 15.00 hp(11.2 KW) ENCLOSURE Severe Duly/Mill and Chemical Premium Efficiency PHASE/FREQNOLTS 3/60 Hz/230/460 SPEED 3600 RPM INSULATION/SF 7715 FRAME 254T Weights and Measurements TOTAL NET UNIT WEIGHTNOLUME 465.016 / 7.2ft3 TOTAL GROSS UNIT WEIGHTNOLUME 537.01b / 14.3ft3 • Program Version 2.1.0.1 Goulds Pumps OUTLINE DRAWING Model 3196 STX 4>ITT Industries 1 x1.5-8 -13 4.A jol o Q 41-.-mil Swam - 075 5.50 150 22.53 17.50 Cfmcbsco Canna Quasi 1.--......—.146/ I —^— 1 t EKED* o R _ .. ,s.o7 1--- i _ ' (0) MOT I4.12 I I t 1_ r 75 it dia.hdea --0.75 43.50 1 1.25 @00 1 taco 4100 - t5.00 Pump specification Weights and Measurements SUCT.FLANGE SIZE 1.5" DRILLING ANSI 150# FACING FF FINISH SERRATED ' PUMP 100.01b DISCH.FLANGE SIZE 1" DRILLING ANSI 150# FACING FF FINISH SERRATED MOTOR/CPLG 235.0/10.0lb PUMP ROTATION(LOOKING AT PUMP FROM MOTOR) CW BASEPLATE 120.0/b TYPE OF LUBRICATION FLOOD OIL COOLED NO TOTAL 465.0 lb TYPE OF STUFFING BOX TAPER BORE PLUS WITHA,l7AL RIBS COOLED NO GR.VOLUME w/BOX 14.3 ft3 TYPE OF SEALING MECHANICAL SEAL GR.WEIGHT w/BOX 537.0/b Motor specification Notes and References MOTOR BY PUMP.b1FG MOUNT BY PUMP MFG /MCC, MP MEG'S CHOICE 'INSTALL FOUNDATION BOLTS IN PIPE SLEEVES FRAME 154T POWER ( 15.00 h RPM 3600 •ALLOW FROM 0.75 to 1.50in.FOR GROUTING.SEE INSTRUCTION BOOK FOR DETAILS. PHASE 3 FREQUENCY 60 Hz VOLTS 130/460 'MTR DIMENSIONS ARE APPROXIMATE INSULATION F S.F. 1.15 ENCLOSURE SEVERE DUTY/MILL AND CHEMICAL PREMIUM EFFICIENCY Auxiliary specification COUPLING BY PUMP MFG CPLG TYPE T.B. WOOD'SSC7 CPL GUARD BY PUMP MFG. CPLG GUARD MATL CARBON STEEL Toe anceis 0.50+0 BASEPLATE CAST IRON CAMBER TOP E0002SA FOR PUMP TAPPED OPENINGS REFER TO DWG.: MECH.SEAL BY DISTRIBUTOR T02-00499-109/ITEM001 Customer: Hart Crowser Serial No: ' Customer P.O. No: Item No: ITEM001 All dimensions are in inches. Semite: Booster pump Drawing is not to scale Weights (Ibs) are approximate DRAINING NO 02-00499-109/ITEM001 FORM 4 ED0062 I Program Version 2.1.0.1 Model:3196 Size:1X1.5-8 Group:STX 60 Hz RPM:Various Stages:1 Job/Inqu.No. Purchaser: User: Issued by: Item/Equip.No: Quotation No. Date: 8/14/02 Service: Order No. Operating Conditions Pump Performance at Rated Speed=3500 rpm Liquid: Water Actual Pump Eff.: 56.5% Suction Specific Speed: 6693(gpm(US Actual Pump Power: 9.6 hp Min.Cont.Stable Flow: 17.2 gpm(US) Temp.: 70°F Mech.Seal Loss: 0 hp Min.Cont.Thermal Flow: Sp.Heat: Dyn.Seal Loss: 0 hp S.G.Nisc.: 1/1 cp Other Power Loss: 0 hp Non-Overloading Power: 11.4 hp Flow: 120 gpm(US) Rated Total Power: 9.6 hp Imp.Dia.Addt'l Stg TDH: 175 ft Imp.Dia.First 1 Stg 6.875 in NPSHa: NPSHr: 8.4 ft Mag.Drive Circuit Flow: Req.solid size: Shut off Head: 212.3 ft Max Drive Power: %Solids: Max Drive Temp: Vapor Press: Max Motor Size: Notes: 1.The Mechanical seal increased drag effect on power and efficiency is not included, unless the correction is shown in the appropriate field above. 2.Magnetic drive eddy current and viscous effect on power and efficiency is not included. 3. Elevated temperature effects on performance are not included. (Performance at other than rated speed is approximate). Goulds Pumps CIS 2100-3 A ITT Induetrirx 1 CENTis'.Ft'0AL PUMP CHARACTERISTICS RPM 3500 tt - _�. aft Model: 3196 ___j rn 325' il.t ' - Size: 1X1.5-8-STX 1.100 30 o ; `stt Imp.Rvni 767 9 3C�3 dinPattern: k ..5a g__;_.___,_...._.._�...�_, 56090 aili 5 v,ilOft yeRArreaa:3.55 ins 90 E ' FO IRON CONSTRUCTION __. 250— Vet r ,275. � t j _ ' 8i7 O 20 t f i lu j i 225' 7i .P6 1 I I r 70 Rix 0:1100, ,* , "lb' 1 111 1111b4.4011, ' 150- • ..- - intill ilti., 41, v- ---=-- - ----- - - --- -5.•n lop N., 16, Ar —60 - - ‘-- 1 f fi t R....._..__ .... ,.,,..i. j40 i i� 410 \halo . 55 'j I \I f75 -20 L I , ! a r' 0 40 80 120 160 200 240 250 320 gpm(US) 0 10 20 30 40 50 60 70 n'iht Model:3196 Size:1X1.5-8 Group:STX 60 Hz RPM:Various Stages:1 Job/Inqu. No. Purchaser: User: Issued by: Item/Equip.No: Quotation No. Date: 8/14/02 Service: Order No. Operating Conditions Pump Performance at Rated Speed=3500 rpm Liquid: Water Actual Pump Eff.: 56.5% Suction Specific Speed: 6693(gpm(US Actual Pump Power: 9.6 hp Min.Cont.Stable Flow: 17.2 gpm(US) Temp.: 70°F Mech.Seal Loss: 0 hp Min.Cont.Thermal Flow: Sp.Heat: Dyn.Seal Loss: 0 hp S.G.Nisc.: 1/1 cp Other Power Loss: 0 hp Non-Overloading Power: 11.4 hp Flow: 120 gpm(US) Rated Total Power: 9.6 hp Imp.Dia.Addt'I Stg TDH: 175 ft Imp. Dia.First 1 Stg 6.875 in NPSHa: NPSHr: 8.4 ft Mag. Drive Circuit Flow: Req.solid size: Shut off Head: 212.3 ft Max Drive Power: %Solids: Max Drive Temp: Vapor Press: Max Motor Size: Notes: 1.The Mechanical seal increased drag effect on power and efficiency is not included,unless the correction is shown in the appropriate field above. 2. Magnetic drive eddy current and viscous effect on power and efficiency is not included. 3. Elevated temperature effects on performance are not included. (Performance at other than rated speed is approximate). Gouids Pumps Based on COS 2100-3_.__.____Y ✓ 17r IndustriesCENTRIFUGAL P✓'iAP CHARACTERISTICS RPM Variable m i j j _____ Model: 3196 a' 70 225 3 D r m i , i I Size: 1 X1.5-8-STX -60 t p I I . rpm! i 175 i —` 6.0 _ ...... 5j 125 1 _40 100. 3 y 75• 2 t i :_. 10 r kW 1 10 10 _ 1 i ,.,,_.� 10 5 I l 2 I n 3 0 20 40 60 80 100 120 140 160 gpm(US) 0L 0 5 10 15 20 25 30 ►n'rht 35 Pump Control Systems Contents Control Systems Overview 2 Standard AQUAVAR Controllers, 2—60 HP 3 AQUAVAR Model 56 Controllers, 1 —3 HP ... 8 HydroView Control Panels 9 Pump Control Applications 11 Pump Selection for VFD operation 17 Typical System Design 17 Control Systems Overview It's where we're going G&L Pumps,the world leader in stainless steel pump technology,now brings you the most complete line o.f pump specific variable frequency drive control systems available today.Both our AQUAVAR"and HydroView"controller product families are designed to meet the rigid requirements of pumps and pump systems,while providing you with lower investment and operating costs when compared to traditional methods. AQUAVAR CONTROLLER The AQUAVAR controller is a combination of a variable frequency motor drive ; (VFD)and a programmable logic controller(PLC)in one compact package,which - M can be either mounted on the fan cover of the pump motor,or on a wall or panel f near the pump.Each AQUAVAR controller is pre-programmed with patented r ' pump specific software.Wall mounted units enable the AQUAVAR controllers to : f f; be used with either surface or submersible pumps.AQUAVAR controllers are _= -^ specifically designed to work with ail configurations of centrifugal pumps,slo they «^ will match pump output to a wide range of varying system conditions while ' i IIIIIIIIIIII �, protecting the pump,the motor and the pumping system. 0 _ AQUAVAR MODEL 56 CONTROLLER � The AQUAVAR Model 56 controller combines many of the most popular features ".' .. of the larger units,but in a smaller size to meet the requirements of NEMA 56 and tH. i 48 frame size motors.A removable programming pad is used which reduces the '°� investment cost to the user. Half to three horsepower motors can be used. HydroView Controller ' ,� The HydroView controller displays pump operating conditions for up to #' � 1,z six pumps on a real time basis.It can work with any standard variable ,� �_ frequency drive,and brings all the hydraulic control features of the ' ,,, - ,) w ri 4'11 4 11 4$".-14:$ • J •' AQUAVAR controller to pumps above 60 HP The display shows the pump curve for each pump in the system and the actual system �,)441 ' e. p pressure and flow as a real time,constantly changing graphic. ,, w � *'"' ,+p) dr; s �':., a, a j l .µme f 4 3 MGEL Pumps 2 Standard AQUAVAR Controllers: 2 - 60 HP The AQUAVAR Controller meets these standard system requirements . . . The G&L Pumps AQUAVAR controllers work with your pump to produce: H H H or or 0 0 0 control for constant pressure. . . control for constant flow. . . control to match a system curve. While eliminating the need for. . . :"<`,,, c- f .., „_,... 7 it .7c1-4 • ' -,, .... 4 . . .. 1" • , AP Jockey pumps and 111111 Separate control panels specialized motors ' -r':- 1;1 and inverters ,. -. , • *2; , .. r , ' )- . .": i .- Separately purchased Bypass lines and ':'::•:::,•::::*..-- pressure sensors - metering valves iir,:27.47•--,, . , ... . , ..,„ , . AbIlL % : ,„ `r^ 4 ' • ... . e, t,- 4. '' 1 ,,,, x ,. 4 , .;.. '...0't' ....v . ..... .. Separate microprocessor sequencing systems Large supply tanks MGE51 Pumps 3 Standard AQUAVAR Controllers: 2 — 60 HP Eliminate problems with the AQUAVAR' Controller Eliminate Run Out Cavitation When centrifugal pumps are asked to produce more flow than their design allows,they will eventually destroy themselves through cavitation.The AQUAVAR controller prevents this by automatically starting the next pump of a multi-pump system,or shutting the pump down before damage can occur.No mechanical metering valves or flow restrictors are required. Eliminate Shut Off Damage Running a centrifugal pump with no flow will eventually heat the pumpage and may create seal failure or other damage.The AQUAVAR controller prevents this by automatically shutting down the pump when there is no demand in the system.No pressure regulation valve,mechanical by-pass lines and orifice plates are required. Eliminate Wasted Energy The chart below shows the amount of energy that is typically wasted when a single speed pump runs at low flows.The extra energy needed to create higher heads than the system requires is wasted.The AQUAVAR controller prevents this by automatically reducing motor speed at lower flow to match the requirements of the system.No large supply tanks are required. Eliminate Control Panels Most systems have an electrical panel with starters,protection against voltage fluctuation,faults,shorts and overloads. In a multi-pump system,relays, switches and other controls are also needed to sequence the pumps.The AQUAVAR controller eliminates this by providing soft start,complete electrical protection,and automatic sequencing without the need for a separate panel. 600, 500 r Pump Curve y 400 Automatic.start o` 300 2-4 pumps at peak demand Adjustable to match 200 system calve too Automatic pump shut off at o Constant speed pump power tore ccnaunpeon 2 + requirement 10 a 0 6 4 AQUAVAR Up to 709 energy x � saving at partial load 2 00 25% 50% 75% 100% 125% CAPACITY(gpm) Example of Energy Savings on 15 HP Pump %Capacity Constant Speed KW AQUAVAR Controller KW(System Curve) Savings X Ya Year(2,920 hours) 25% 5.8 KW 1.8 KW 4.0 KW 11,680 KWH 50% 7.6 KW 3.2 KW 4.4 KW 12,848 KWH 75% 9.2 KW 5.7 KW 3.5 KW 10,220 KWH First Year 34,748 KWH Energy Savings (constant running) The additional investment in an AQUAVAR controller over a standard pump could be returned in energy savings by the first year! MGEL Pumps 4 Standard AQUAVAR Controllers: 2 —60 HP Available Configurations Horsepower Range Electrical Requirement 2 and 3 1 phase,230 V 5,7.5, 10, 15, 20, 25 and 30 3 phase,460 V ) 40, 50 and 60 3 phase,460 V • Technical Data Single Phase Version:up to 3 hp Motor Rating:3 phase, 230 V,0 to 60 Hz,Class F Power Supply:1 phase, 230 V, ±15%,40 to 70 Hz • ' Three Phase Version:5 to 60 hp. Motor Rating:3 phase,460 V,0 to 60 Hz,Class F. Up to 30 HP Pump Mounted Power Supply:3 phase, 380-460 V, ±15%,40 to 70 Hz. Pressure Transducer:316L stainless steel body with Viton gasketA. •� . standard up to 360 psi(25 bar).Operating temperature for-13°to 175°F (-25°to 80°C)standard.Optional mount for temperature to 250°F µ,me (120°C).4-20 MA signal. �. Differential Pressure Transducer(option):316L stainless steel body with elastomeric gasket. Used with an orifice plate to measure flow i /[ 1 in constant flow applications or by itself in circulation applications. Differential pressure measurement 0 to 150 psi(0 to 10 bar). Display:Two line LCD display,on,run,and fault display lights.LCD Up to 30 HP Wall Mounted display is selectable for English,Spanish or French. Motor Speed:Variable between 0 to 3600 rpm,1800 rpm or other speeds,depending on motor rating at 60 hz. Ambient Temperature:41°F to 105°F(5 to 40°C).Optional to 125°F with de-rated controller. Humidity: Maximum 90%at 105°F. Motor Requirement:All motors must be three phase with class F insulation in standard NEMA sizes.Pump mounted models require TEFC motors. Design:Pump motor speed varies by an incorporated static frequency 40-60 HP Wall Mount Only inverter based on input from pressure or differential pressure transducer. (4-20 MA) , Enclosure:NEMA 4, IP 54.Avoid excessive dust,acids and salts. mmmmlx\ Agency Listings:UL, ULC,CE /e I Piro I Protection:Short circuit,ground fault,under voltage,overheating, B 3 I' p a z overload,over voltage, motor over temperature,programmable low/no AQUAVAR D L'Fes' T' �6 water(secondary protection with external switch),radio emission. TVs 50-> °f --> S % •AUTOSTART?• PRESSURE? e Control:Modified PID with two point control. RE? pc°n)°rw a El tit; Input/Output:Analog and SIO via RS-485. •SAVE p + p e n 9 ID • START 89 9 8 a • STOP ❑. e 6 05 - !G'iL Pumps Goulds Pumps e z \ Ae1 ° ITT Industries MGEL Pumps 6 Standard AQUAVAR Controllers: 2 — 60 HP H pic,1 H pic.2 H pic.3 Q Q Q Control for constant pressure Control for constant flow Control to match a system curve Control The built in frequency inverter communicate with a central control o q Y , LC O and microprocessor provides system is also possible. RUN pump control based on pressure, Each AQUAVAR controller contains /�R im D O differential pressure,or flow an individual microprocessor which AQUAVAR ® O (pic.1,2).The pressure control controls the automatic operation of version stops the pump at zero lead and lag pumps according to • PRESSURE? p —> El or p —> s❑ consumption.The discharge of demand,alternation of lead and lag the pump is being calculated via pumps,automatic start,and startup AUTOSTART? El(on)o�Q (off)—>El the speed indirectly and may be • SAVE p +of the next pump when a pump gets 0 programmed to compensate for out of order.No external controls • START ❑� varying friction losses following are necessary.Each controller uses • STOP p. a programmable system curve the same control logic.Therefore, (pic.3), different horsepowers and pump MG1C Pumps Goulds Pumps The AQUAVAR controller may be configurations may communicate controlled externally with the together in the pumping system. tri ® w ITT Industries . required speed fed in by an The voltage controlled(IGBT) 5th external control system. frequency inverter supplies a sinus To prevent unauthorized valuated pulse width modulated personnel from changing output voltage.It works with operating data,a password may controlled sinusoidal current ' „. �,,, " be set up.The starting and synthesis and a dynamic overcurrent >My )ry ,at- stopping of the pump as well as limitation.The high switching <- < s I setting of control parameters is frequency of 8 kHz prevents ,tt done at the keyboard and shown undesired noise from driving r -. 4 , at the LCD display of the drive motors.Reactions to the feeder are '" �f`; e " head.The display is 2-lined and prevented by a filter. Inverter cooling programmed for English, is enhanced by the motor fan. - _---"o '4 Spanish or French.There are There is also a memory for"fault" 1,,�zx 4," _ `' - , t , also 3 diodes to indicate"PUMP signals,operating hour counter,and „ S.,,,,,, �"`" ,r',.'1 •4. READY", "PUMP RUNNING"and an automatic start up of the pump as "' # " '' °'- �''� � , "«4- "FAULT"(pic.4). r a test run. - - - There are also terminals for :4^ remote start and stop as well as G to signal"running"and"fault". � = ..41!t An analog signal to monitor speed or settings and p GEL Pumps 8 Beckwith and Kuffel 764- P BECKWITH AND KUFFEL 5930 1ST,WA AVENUE SOUTH Phone:(206)767-6700 Hart Crowser FAX:(206)767-6230 Proposal No: 02-00499-109Aug 14, 2002 Item No: ITEM002 Attu:Arthur Fleming MODEL:JCU Size: 1x1 .5-11 S QTY: 2 Operating conditions S�` L�J -77`.-Q SERVICE Sump Pumps LIQUID Water w/coke fines Temp. 70.0 deg F,SP.GR 1.000, Viscosity 1.000 cp CAPACITY Norm./Rate 50.0/50.0 gpm HEAD 50.0 ft /\/v At_e_ Performance at 1160 RPM PUBLISHED EFFY 36.0%(CDS) RATED EFFY 36.0% RATED POWER 1.8 hp(Run out 2.3 hp) NPSHR 5.4 (ft) DISCH. PRESSURE 21.6(22.7 @ Shut off) (psi g) PERF.CURVE E-10198-0 (Rotation CW viewed from coupling end) SHUT OFF HEAD 52.5 ft 14. MIN FLOW 19.4 (gpm) Gl/ tl G/A Materials t �' �` �D,rb,rR- CONSTRUCTION HC600 i��F Cl CASING HC600 IMPELLER HC600-Semi-open (9.8750 rated (in) max=11.0000 min=8.0000) Painting Goulds Blue standard painting Driver: Electric motor Manufacturer: Reliance FURNISHED BY Pump mfg MOUNTED BY Pump mfg RATING 3a 00 (2.2 KW) ENCLOSURE Explosion proof(UL-listed) PHASE/FREQNOLTS 3/60 Hz/460 � � SPEED 1200 RPM INSULATION/SF F/1.I5 • FRAME 180TY CABLE LENGTH 25.00 ft Weights 1, 34-5 //s Program Version 2.1.0.1 ModeI:JC/JCU Size:1X1.5-11 Group: 60 Hz RPM:1160 Stages:1 Job/Inqu.No. Purchaser: 1 User: Issued by: Item/Equip.No: Quotation No. Date: 8/14/02 Service: Order No. Certified By: Operating Conditions Pump Performance m Eff.: Suction Specific Speed: 0(gpm(US),ft Liquid: Water Actual Pump 36% p P (9P ( ) Actual Pump Power: 1.8 hp Min.Cont.Stable Flow: 19.4 gpm(US) Temp.: 70 °F Mech.Seal Loss: 0 hp Min.Cont.Thermal Flow: Sp.Heat: Dyn.Seal Loss: 0 hp S.G.Nisc.: 1/1 cp Other Power Loss: 0 hp Non-Overloading Power: 2.3 hp Flow: 50 gpm(US) Rated Total Power: 1.8 hp Imp.Dia.Addt'l Stg TDH: 50 ft Imp.Dia.First 1 Stg 9.875 in NPSHa: NPSHr: 5.4 ft Mag.Drive Circuit Flow: Req.solid size: Shut off Head: 52.5 ft Max Drive Power: %Solids: Max Drive Temp: 1 Vapor Press: Max Motor Size: Notes: 1.The Mechanical seal increased drag effect on power and efficiency is not included,unless the correction is shown in the appropriate field above. 2.Magnetic drive eddy current and viscous effect on power and efficiency is not included. 3. Elevated temperature effects on performance are not included. Goulds Pumps Based on CDS E-10198 CENTRIFUGAL PUMP CHARACTERISTICS ERISTICS m i ITT Industries RPM 1160 35 ft. I # Model: JC t JCU 1 " I ( ! Size: 1X1.5-11 { 'iimp.Ov✓a; 4962201 -30 ' I Pattern: 890201 SA .. ._ ',Eye, . .._ . __."..____....____ Ata• 5 e '2.1 rn-.__� eo t : 1 iI I 50 ! 1i :H _ J_. 15 i 20 6 , i r LJ ? - m , 5NP.E -- a 00 20 40 60 80 100 120 140 160 gpm(US) rrt'/ht 0 5 10 15 20 25 30 35 AUG-20 02 08:47 FROM: 08/20/2002 10:22 FAX 7187881008 TO:HC'SEATTLE PAGE:02 GG wwwwwwwwwwwmillmommilmomm w PrOddrank ' Vi ...nommesar 41-04 36'"Avenue. Lono Island City, NY 11101 (800)246-6964 NY: (718)392-1112 FAX: (7' 8)788-1008 WEB: www.modulank,com Erna): info@modutnnk,com August 20, 2002 VIA FAX: (425) 778-9417 TEL: (423) 775-4682 Ms. Mary Lear Pentec Environmental 120 Third Avenue South Suite 110 Edmonds, Washington 98020 Reference: Quotation# 301.7-02 Dear Ms. Lear: Thank you for your follow up to our quotation# 3011-02. We offer the following revised quotation in response: Lt m QtY. •DeLoripthtn Unit Pirko* Total Price" 1 2 Model MS 17111 ModuStor $11,580.00 $23,160.00 17'4" dia x 10'Cf" high 15,900 gallon capacity with 12" freeboard FL,: 514:pp A-5 - galvaniz::d steel structure (Seismic 3 design) - 30 mil reinforced XR-5 liner "--- " - 8 oz. geetextile liner underlay - mounting; brackets for concrete ring wall installation 4't -A" dia through-the-wall PVC flange assembly with expansion joint and internal elbow (no bolt holes) - 6" dia bottom c�lrai flange asflemhly (earth inEtallatr iping by others `Freight terms:FOB,point of shipment. ModuTank Inc. will make shipments on u freight prepaid and add basis unless otherwise requested. Invoices for freight charges will be submitted by ModuTank Inc. and raust he paid within ten 00)days from date of shipment. Shipment schedule tc be bos•d upon your reguiremente. Terms: Terms to be negotlat<:d. AU steel components liners, covers, and piping accessories are warranted against defective materials and worlcm tnship for one year from date of shipment. Defective parts will be repaired or replaced. Where;arts are damaged during shipment or due to improper installation, ModuTank Inc. will :assist purchased in correcting defects. Leaks caused by penetration of liner with piping connections or equipment or leaks caused by accidents or improper installation are not covered by the warrs tty. M9duTank Inc. is not liable for consequential damages due to cause. For critical applications tanks must be tested by purchaser before being place into service,by filling them with clean water to check for liner integrity. Quotation does not include taxes,piping, piping connections,site preparation, or installation. Quotation is valid for 30 days. RECYCLED PAPER AUG-20 02 08:47 FROM: 08/20/2002 10:23 FAX 7187881008 TO:HC/SEATTLE PAGE:03 Pentec Environmental August 20, 2092 Page 2 Tank quoted above consists of a ,;alvanized steel structure containing a durable ono-piece membrane liner which holds the liquid. Tank is shipped as knocked-down modules and can be assembled by unskilled workers using ordinary hand tools. Liner is shop prefabricated and shipped in one-piece ready for installation. ModuStor tanks are normally anchored to a concrete ring 48" wide x 6"deep. Anchoring components are included in the price gp.toted. With concrete or gravel ring it is sufficient to use only compacted earth for center cGrea. A concrete pad is not necessary for this tank. Price shown for the tank does no:include installation which is normally arranged by the purchaser. We look forward to being of ser4ice to you. Very truly yours, Reed Margulis RMlbg Encs. R A,nyv,w,.„oa:e Mod uStor , ,,„ . . ___ ,_________÷_______________ . . , _ . _ ' Y .e - V . w - : :: -, ,, i> .y. . .fit sz ors*, _ ,1 '-'' �: `1-,,, ,r a F 41 ' ^ y, ,i-o rk^ .-. s,F x a , rt- ,n% - ;emu \. i ,. ' may. f. ' 'I P»s . '" "lay:x '',,. S.--, s > t. ":<,-"`- " ,.a.sad' ..... s.s..-.w►'t'- v... w ,�.,t�::7r.'. �. -�.s=i'.xuu�":�sz+:?�.. 3���-:cs.��......,. . ,:..�.: ..s:.�..... .. ... _.. r_. Free Standing or Anchored ed Bolted Steel Round Tanks ModuStor tanks are ideal for most liquid Liners containment needs. They are available in diameters The large selection of premium liner materials from 12' to more than 100' with capacities over available is chemically compatible with most 1,000,000 gallons. Installation time is reduced by commonly handled liquids. Lining materials include utilizing low-cost modular components designed for reinforced XR-5 and polypropylene. rapid bolt-together assembly by unskilled workers using common hand tools. Welding and other field Covers fabrication methods are eliminated. Floating covers are fabricated from reinforced membrane materials including XR-5 and Cost Range polypropylene. Covers, buoyed up by floatation Factory fabricated modular steel components, fast logs, ride the fluids surface and produce practically bolt-together assembly by unskilled workers, and vapor-tight enclosures. minimal site prep combine to reduce overall ModuStor costs below those for welded steel Leak Detection counterparts. Furthermore, the ModuStor's bolted Double liner leak detection systems are available. construction allows quick disassembly for relocation to a new site. General Specifications Wall panels are G-90 mill galvanized steel sheet of Site varying thicknesses, ranging from 16 ga. to 10 ga. All ModuStor tanks can be erected on any firm surface girths are hot dip galvanized structural steel angle. such as gravel, compacted earth, concrete, or Structural hardware is zinc plated steel, grade 5. asphalt. Tanks can be anchored to a 4' wide concrete apron or for shorter term projects, they can be installed on gravel with unique corrosion resistant steel anchor plates. Interior area can be flat, slightly pitched or dished to ease emptying. PIPING `-,- Input and output and level equalization piping can be " Ilk_ attached to ModuStor tanks by bottom or through-the- <' wall connections or over the top. Wall openings can be 1" precut at the factory. '/. w "n;g'-'------ --':- .. iiiim.....,......._._,,,,..1,,..* . . :,,,: If i .4 _ , ' ' 4. :;00 .• Customized Piping Typical thru-the-wall piping connection with expansion joint ANCHORINGw. 4 ,- t Our unique anchor plate system (pat. pend.) anchors 4.1 ::,-;,' tanks without concrete footings, guy wires or other ground penetrations, a preferred system for short term 41-M use or where concrete footings are undesirable. . ModuStor tanks can also be easily anchor bolted to concrete ring foundations. - - ' . r i * it I lb 4. -.- ,, Three tier ModuStor with anchor plates and weight .,,; '= — -' - system. Patent pending. _ - Anchor brackets bolted to concrete _ -- :-.-;i.i ru .a•lf� ^:. +.� ^• -"F .J .( ,r,rrs- _ `"zee m+ . ` ^"+ .- - .arm Je ,,,, , 3m"i�" gip • �� ��s ' . ram ;-- ,,,— - �,`y;,. c: f . ' - "' . ,�,;^ .;: 4, +r ,,,:• _,^...0! �;+ - ^,...ttSr.AiyF+a�r-,f' ✓�+I aE ,..1�! .wad t .-7 Multiple two tier ModuStor tanks used for hazardous waste storage Modutank Inc. Toll Free: 800.245.6964 • (NY)718.392.1112 • Fax: 718.786.1008 • www.modutank.com • email: info@modutank.com 13 Model UF10A/1535 Page 1 of OC)p PRESSURE FLOW Tl'I F_}it�s*� LEVEL L u '7t}ORDER Model Sonicflow Flowmeters ( E diwilfen UF10A/ Non-Invasive, Flow Rate and Total Flow Indication,±2% UF35 Accuracy, Portable • •. '• \• •.i.'1U L:N ri y. 10.° 0 a o ,) .0900 oco aa• \ram •` , .,=�_ I -_ '' Sri E n cnsional L-nla cnicrt The Portable Series OF Sonicflow PHYSICAL DATA Flowmeters are non-invasive "transit time" Range: UF10A: 0.13 to 26 ft/sec (0.04 to 8 ultrasonic flowmeters designed to help mis, 554 GPM, 2100 LPM). UF35: 1.6 to service/maintenance and commissioning 26fl/sec (0.5 to 8 m/s, 554 GPM, 2100 LPM). engineers take quick accurate flow readings. Pipe Range: UF1OA: V2" to 4 %" (13 to 115 Flow rates from 1.6 to 26 ft/sec (0.5 to 8 mm) nominal bore. UF35: 2" to 15.75" (50 to m/sec) for UF35; 0.13 to 26 ft/sec (0,04 to 8 400 mm)nominal bore. misec) for UF10A, of almost any clear or Accuracy: ±2% of reading. cloudy liquid can be measured with 2% Repeatability: ±0.5% or 0.1 LPM accuracy. Easy to install flow transducers (whichever is &eater). mount directly to a variety of pipe materials Display: 7-digit flow rate in GPM, LPM, such as stainless steel, cast iron, ductile iron, LPS, m3/s, ft/sec and m/s; 7-digit totalization PVC, copper, and concrete with diameters of in gallons, liters or m3, '/2" to 4-V2" using Model UF10A or 2" to Display Resolution: 0.1% of reading. 15.75" using Model UF35. Response Time: <2 seconds. Set up is simple using the 15 key tactile Operating Temperature: 32 to 113°F (0 to membrane. Program flow rate indication in 45°C). GPM, LPM, ft/sec, or rn/s and display total Storage Temperature: -4 to 131°F (-20 to flow in gallons or liters. Flowmeter includes 55°C). transducer assembly, interconnecting cable, Transducer Operating Temp: -4 to 257°F couplant, batteries, universal mains supply, (-20 to 125°C). case, and instruction manual. Power: Four AA rechargeable batteries Guide Rail Length: UF35:15.6" x 1.3" x STOCKED MODELS in bold 1.7" (395 x 33 x 42mrri). UF10A:8.25" x 1.4" Model UFIOA Sonicflow Flowmeter x 1.06" (210 x 36 x 27mm). Model UF35 Sonicflow Flowmeter Cable Length: 6.5 feet (2 m). http://www.dwyer-inst.corn/htdocs/flow/uflOa-uf35.html 8/19/2002 Dwyer Instruments Inc. -Model UF10A/UF35 Page 1 of 1 Back to.Model OF 10A/TJP3 S TO ORDER SOICFLQW /l O 00 8.0 O 0 0 0 1.2°41 0000 O 000 i eft 4.331 .. 1.6) !+ Back to Model UF1OA/UF S. http:/tkxrw-w.dwyer-inst.com/htdocs/flow/ufl 0a-uf3 5-ref.html 8/19/2002 6t.7) IPS CARBON STEEL PIPE .N 4 GROOVED VALVES i Cta u l i a Series 700 An rya 9001 certified company Butterfly Valves PRODUCT DESCRIPTION Victaulic Series 700 butter- general service recommen- A low profile design is a fly valves are designed for dations. variable where space is a bubble-tight shut-off to 200 Series 700 butterfly valves problem. Contact Victaulic PSI(1400 kPa).Two piece are available in 1�/z 6" for details. stem permits narrow disc ' - design for low pressure (48.3-168.3 mm)sizes.The Victaulic recommends the _ z� drop performance and is body is fully rubber lined, use of Style 07 Zero-Flex' self centering for positive and the valve housing is couplings with the Series shut-off.Valves are avail- cast of durable ductile iron. 700 butterfly valve to elimi- Gear Operator able with EPDM for water Standard disc is aluminum nate joint deflection or service to+230°F(+110°C) bronze(also available in 316 valve rotation at the cou- . , stainless steel),with a van- pling connection to the pip- or nitrile for oil services to +180°F(+82°C)liners.Refer ety of handles or gear oper- ing system. to Liner/Disc Selection for ators available. • Lever Lock Handle STANDARD PROFILE BFV 0805-1a DIMENSIONS Dimensions-Inches/ Aprx. SIZE Weight i F- ;4.-A-0. Nominal Each I 1 Inches End to End 1i � l A B C D F Lbs. P _1 ip I D A 1 Y2 3.38 4.45 1.63 2.82 3.63 2.8 Al�II III--, 1 2 3.19 4.97 1.88 3.09 4.06 3.3 ti C j 21/2 3.81 6.19 2.50 369 488 6.4 1'z 6 (typical) 3 3.81 6 75 2.75 4.00 5 63 6 8 4 4 56 8.19 3.50 4.69 7,00 12.1 5 5.81 9.34 4.00 5.34 8 50 26.1 6 5.81 10 38 4.50 5.88 9.50_ 32.5 62 0.D. 5.81 10.38 4.50 5.88 9.50 30.5 LOW PROFILE BFV 11/2 3.38 3.57 1.62 1.95 3 93 2 8 2 3.20 4 09 1.87 2.22 4.33 3.3 21/2 3.81 5.19 2.69 2.50 5.27 6.4 3 3.81 5.75 2.75 3.00 6.05 6.8 4 4.56 7.38 3.50 3.88 7.11 12.1 5 5.81 8.84 4.00 4.84 9.14 26.1 6 5 81 9.88 4.50 5.38 10.08 32.5 61/2 O.D. 5 81 9.88 4.50 5.38 10.08 30,5 Victaulic®World Headquarters•P O.Box 31,Easton,PA 18044-0031 •4901 Kesslersville Rd.,Easton,PA 18040.610/559-3300•FAX:610/250-8817•www.victaulic.com 1664 Rev B 5/99 ®Registered Trademark of Victaulic ©Copyright 1999 Victaulic Printed in U S A DIMENSIONS ■wo Position & 0008 1 Lever Lock II11ICR ► = J Handles ` �„ JI �K II _____--K I. t I. T \- �. , H Lever Lock Handle Two Position Handle 08 05-28 Dimensions SIZE Inches/,:,,.. _ Nominal Two Lever Two Lever Two Lever Inches Position Lock Position Lock Position Lock J J K K L L 11/2 2.32 3.75 6.75 7.06 1.70 1.66 2 2.32 3.75 6.75 7.06 1.70 1.66 21/2 2.32 3 75 6.75 7.06 1.70 1 66 3 2.32 3.75 6.75 7.06 1.70 166 4 3.86 5.50 12.00 10 50 2.50 2.50 5 3.86 5.50 12.00 10.50 2 50 2.50 6 3.86 5.50 12.00 12.00 2.50 2 50 • Gear Operator TE„-t P'4- A I F R dia. N-N2 031 -J-02-r K L v - S Q IM I ��� a�141 �. A 2 L--= ;_l TQ �0 1 11/2-6"Gear Operator I I I ' J8 05-3B 1 1 Chain Wheel Dimensions 1 Option SIZE Inches/ -: .. - 1 1 Nominal Handwheel Chain Wheel 1 I Inches 1 I ... J K L M N1 01 N2 02 P O R S T I I I j 1 Yz 5.19 8.13 2.36 1.13 4.00 5.75 7.50 8.25 2.19 0.38 0.63 5.00 1.84 � � 2 5.19 8.13 2.36 1.13 4 00 5.75 7.50 8.25 2.19 0.38 0.63 5.00 1 84 21/2 5.19 8.13 2.36 1.13 4.00 5.75 7.50 8.25 2.19 0.38 0.63 5.00 1.84 3 5.19 8.13 2.36 1.13 4.00 5.75 7.50 8.25 2.19 0.38 0.63 5.00 1.84 4-5 5.19 9.25 2.36 1.13 8.00 6.87 9.00 9.38 2.19 0.38 0.63 5.00 1.84 6 5.19 9.25 2.36 1.13 8 00 6.87 9.00 9.38 2.19 0.38 0.63 5.00 1.84 61/2 O.D. 5.19 9.25 2.36 1.13 8.00 6.87 9 00 9.38 2.19 0.38 0.63 5.00 1.84 08.05-2 PERFORMANCE C,values for flow of water at Formulas for C,Values: +60°F(+16°C)with various AP = Q2 Where: disc positions are shown in the C 2 tables at right. 0=Flow(GPM) Cv=Flow Coefficient Q = Cv x AP=Pressure Drop(PSI) 08.05-48 SIZE SIZE SIZE SIZE Nominal Nominal Nominal Nominal Inches Cv Inches Cv Inches C, Inches Cv ... ., ,. , (Full Open) ,,.... (Full Open) r,,,I; (Full Open) (Full Open) 1 Yz 36 2Yz 120 4 520 6. 1300 2 70 ' /z O 180 5 800 6 .D. 1300 08.05-58 FLOW COEFFICIENTS—Cv Disc Position(Degrees open) SIZE 90° 70° 60° 50° 40° 30° 20° Nominal Inches x /./ �,.i 1'/z 36 29 22 15 8 5 2 2 70 56 43 29 16 9 4 21/2 120 100 75 50 26 15 6 3 180 145 110 73 40 22 9 4 520 420 310 210 115 63 26 5 800 650 480 320 175 90 38 6 1300 1100 800 520 290 155 65 61/2 O.D. 1300 1100 800 520 290 155 65 Flow SERIES 700 Characteristics 5.0 FLOWOFWATER 4.0 _AT60°F(16°C)THROUGH j FULL OPEN VALVE i 3.0 2.0 l 1 c� 1,/2„ 2„ 2W 3° 4° 5° 6°& D. 6Y z O.D. - 1.0 09 CC 0.8 0 0.7 al 0.6 0 0.5 to 0.4 N rc 0.3 a_ 02 0.1 - 10 20 30 40 60 80 100 200 300 400 600 1,000 2,000 4,000 800 3,000 FLOW RATE-G.P.M. 08.05 -3 TYPICAL SPECIFICATIONS Grooved end butterfly valves as mechanical couplings(from (refer to manufacturer's data) manufactured by Victaulic the same manufacturer) and must provide service from Company of America,shall be without field preparation. 29.9 inches of mercury vacuum incorporated wherever Valves shall have operating service through 200 PSI(1400 possible,in lieu of wafer,lug,or conditions not to exceed-30°F kPa).Shut-off must be bubble- flanged-type valves.Valves to+230°F(-34°C to+110°C) tight to full pressure rating and shall have grooved ends temperature range according provide dead-end service. designed to accept grooved to the valve lining selected MATERIAL SPECIFICATIONS Housing:Ductile iron conform- ❑ Grade"T" nitrile recommendations and for a list- ing to ASTM A-536,painted Nitrile(Orange color code). ing of services which are not black. Temperature range—20°F to recommended. Body:Carbon steel,electro- +180°F(-29°C to+82°C). Stem-Upper/Lower: pper/Lower:416 stain- plated Recommended for petroleum less steel Seat/Liner:(specify choice*) products,air with oil vapors, Disc:Aluminum bronze Grade"E"EPDM vegetable and mineral oils ❑Optional:316 stainless steel EPDM(Green color code). within the specified tempera- ture range.Not recom Handle:Steel two position Temperature range—30°F to mended for hot water Optional:Lever lock +230°F(-34°C to+110°C). services over+150°F(+66°C) Optional(1Y2-6"/48.3- Recommended for cold and or for hot dry air over+140°F 168.3 mm):Manual gear hot water service within the (+60°C). operator with handwheel specified temperature range plus a variety of dilute acids, *Services Listed are General Ser ❑Optional:Chain wheel oil-free air and many chemi- vice Recommendations only.It 0-ring:(Same as seat) cal services.UL classified in should be noted that there are Track Bolts:Steel,Electro- accordance with ANSI/NSF services for which these gaskets plated 61 for cold+86°F(+30°C)and are not recommended.Refer- Nuts:Steel,Electroplated hot 180°F(+82°C)potable ence should always be made to water service.NOT RECOM- the latest Victaulic Liner/Disc MENDED FOR PETROLEUM Selection for specific service SERVICES. This product shall be manufactured by Victaulic Company All products shall be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. 08.05 - 4 CORROSION ' RESISTANT ® FULLY INSULATED ibuhli_v , FIBERGLASS INC. SHELTERS QUALITY PRODUCTS FOR INDUSTRY AND GOVERNMENT PRODUCT BULLETIN FS-2 FIBERGLASS SHELTERS FOR: • Communication Equipment • Power Sites I • Water & Waste Controls • Electronic Instruments • Chemical Storage • Motor or Pump/Housings • Arctic Sites 40„1■ 01 • Marine Installations Plasti-Fab Corrosion Resistant Insulated Shel- ters provide the ultimate in year-round protec- tion. The durable fiberglass construction re- quires virtually no maintenance, is electrically nonconductive,and is not susceptible to rust or NEMA 3R or NEMA 4X decay. Various styles and sizes are available. SIZES from-5 - 12 ft Wide; 2 - 18 ft Long. DESIGN FEATURES • FULLY INSULATED- Shelters are fully insulated and • TAMPER RESISTANT DOOR- Door is mounted in a use sandwich construction consisting of a polyure- recess for increased tamper resistance, and has a thane foam core between figberglass reinforced special neoprene seal to provide a superior weather- polyester(FRP) skins. tight closure. • ALL PLASTIC- Low maintenance FRP is weather • RAIN VISOR- Rain drip visor over door helps keep and corrosion resistant. All plastic construction,with water out at all times. - stainless steel exterior door hardware, provides a • STAINLESS STEEL HINGES- Heavy duty long tang rugged, trouble free structure. NO embedded wood to hinges of T-304 stainless steel have 1/2" hinge pins decay; NO embedded metal to corrode. and nylon sleeves. Hinges are bolted to the door and ▪ K-FACTOR - Less than 0.14 btu/sq.ft./inch/hr. shelter, thus permitting adjustment should it ever be • RIBBED EXTERIOR- Ribbed exterior walls, built over required (no pop rivets to work loose and come out). a minimum 1"thick core, provide high strength. • EQUIPMENT MOUNT- Mounting channel strut lami- • FLAT,SMOOTH INTERIOR - Flat interior walls allow nated to rear interior wall for equipment mounting. ease in mounting equipment. • COST EFFICIENT- Factory assembled shelters with • WIND RESISTANCE-Withstands 125 mph (200 km/ integral insulated floors meet NEMA 3R specifications hr) winds and 40 psf (195 kg/sq.m.)snow loads. and will control condensation and reduce winter heat • PRE-ASSEMBLED- Shelters in sizes up to 12ft.wide loss. are factory assembled while larger sizes can be field • RAISED THRESHOLD- Raised threshold keeps assembled with ease. water out, spilled chemicals in. • MAGNETIC TRANSPARENCE-Shelter is transpar- • MANY COLORS-Standard colors are white, beige, ent to electromagnetic waves, except for door hard- green, and gray. Custom colors available. ware. • ALL PLASTIC assures long life. • GOOD SECURITY- A three-point door catch and padlockable handle provide good security. CUSTOM BUILT SHELTERS STANDARD HARDWARE • Three-point stainless steel door catch. • Stainless steel padlockable door handle. , ,:. • Heavy duty stainless steel hinges. • Spring-loaded, over-center door holder keeps the door r < 0. open in the wind and releases automatically when the Iv- ,k ,1 _, r r. door is being closed. Ik Y { .'Thy N,}"_,* - ' , I t i n k z - RIB WALL SECTION L X✓j • _ —1/8"FRP SKIN(TYPICAL) 1"Thick,2 lb. Density Foam A. 9'X 10'shelter with outside light and vents / f \ / \ Ribbed construction adds structural stab- ility and is architecturally pleasing. FLAT WALL SECTION •-a G r 1" Min.Thickness \--1"thick,2 lb. Density Polyurethane Typical Foam Core. Typical in walls and roof. 4 1 -- HEAVY DUTY FLOOR SECTION ___ B. 12'X 12'factory assembled shelter \ Floor is fabricated with 1"or more of 6 lb.density closed-cell foam,with 1/8"FRP skins, both sides. (Optional on larger custom models) ----� MOUNTING • Shelters can be bolted down to slab, timbers, struc- tural steel or anchored to solid ground. � • Shelters having an integral floor can be anchored down through the floor as desired. ...."� • Shelters not equipped with floors have a 4"flange on 1 the inside for bolting or anchoring. C. 6'X 6'shelter with viewing window and hip roof Printed in U.S A e Plastr-Fab is a registered trademark of Plash-Fab.Inc- ©1989 by Plasti-Fab Inc -' A standard electrical package may be included, consist- ing of the following: ' V`` • i • 15 Amp. breaker in a NEMA 4X box. xi ' • 60 Watt light with vapor tight bulb and non-metallic base. i} 3 • 120 Volt convenience outlet. ,'= • 120 Volt dual exhaust/purge fans with , on-off switch or optional thermostat. 4 • 500 or 1000 Watt, 120 Volt heater with integral . thermostat/on-off switch. -4 9 3si • Weatherproof exterior switch. ,- ': • All of the above to be pre-wired with 14-3 SO cord and 'P x•;Y.:-'":"< corrosion resistant connectors. -741 D.Model#5 Shelter with complete temperature control. .- , a .. vnuul(n • Air conditioners and other electrical equipment can be provided on request to meet your needs. _ ---.. • Fire suppression equipment may also be installed. - - 1 • When fire is a potential hazard a fire retardant resin - I can be used. ' 41 For protection in extremely severe applications,the -- • interior and/or exterior laminate of the shelter can be " fl made using a high performance resin such as bisphe- , nol-A or vinylester. 4 _ • • Stainless steel lifting eyes, screened vents with `' '=x„, cowling, wall struts, shelving for mounting equipment - and other amenities can be provided in any size or - a�"� location desired. • Laminated safety glass window mounted in neoprene moulding can be installed in doors. • Floors can be uninsulated or can meet any R value required. E. Model #5XL with window and airconditioning. • Skid mounting can be provided for portable applica- tions. • 3/4"plastic floor drain (marine through-hull connector), _ - with rubber and brass snap type plug, has an inside flange and outside threaded flanged nut. I • 3 ! f lit 4, ., ..V.1*.,; „ ... ..........r 44: 1.-, - • F. Model#2 Shelter with outside ?Ave_ ,-; ,F warning hazard light. 'N., g'; ,w. G.Model#1,limited entry. H. Model#4A sampler housing with easy lift cover. SAMPLE SPECIFICATIONS FOR FIBERGLASS SHELTERS STANDARD - STANDARD SMALL SHELTERS _.. SMALL SHELTERS MODELS#1 thru#5XL with integral floor: A fully insulated, corrosion-resistant fiberglass shelter(s) with integral floor shall be furnished. Shelter(s)shall be wide by 6 Deduct 1 '/a"per side for inside from front to back. Shelter walls and roof shall be moulded in one piece D a dimensions. with 1" of polyurethane foam encapsulated between 1/8' fiberglass reinforced polyester skins. The floor shall be moulded integral with the walls and of the same construction;however,the sandwich core material ..."4 shall be closed-cell,rigid polyurethane foam having a density of not less than 6 pounds per cubic foot. CUSTOM LARGE ENCLOSURES: I----3'-9" A fully insulated, corrosion-resistant fiberglass shelter(s) shall be fur- nished. Shelter(s)shall be wide by long and shall have a sidewall height of 7'-0". The shelter wall shall be ribbed construction for superior structural stability and shall be moulded in one piece with a E-s--3. minimum thickness of 1"polyurethane foam encapsulated between 1/8" LL fiberglass reinforced polyester skins. Minimum thickness of the rib s-a" — sections shall be 2'. Shelters shall have a gabled roof with overhang all around, and be constructed of 1/8" fiberglass skins laminated to a polyurethane foam core of 1"minimum thickness. Moulded as an integral — part of the walls along the bottom edge shall be a 4"bolting flange of 3/ 16" minimum thickness. (OPTIONAL FLOOR: An FRP floor having 6- T ` pound, closed-cell rigid polyurethane foam core may be specified, if -r--� desired.) COMMON FEATURES TO BOTH TYPES: There shall be no embedded wood,treated or otherwise,anywhere in the r b structure. An insulated FRP door of similar construction to the shelter U t ;; [ walls shall be included,and mounted in a recess for increased tamper re- f) 1 sistance There shall be a clear opening of not less than 2'-7"width by 6'- 1"height with a raised all weather sill. The door shall have a resilient, closed-cell foam neoprene seal having skin on all surfaces per ASTM D- 1056/SCE 41-42 to provide a superior weathertight closure. Door hard- 1 ware shall include Stainless steel 3-point door catch and padlocking Model#5 Model#2 Model#1 handle, heavy duty corrosion-resistant stainless steel hinges, rain visor over the door, and spring loaded door holder to prevent door closing during windy conditions. Mounting channel strut shall be laminated to the inside rear wall for supporting instruments or equipment. Shelter exterior LARGE CUSTOM SHELTERS shall be finished with a smooth(white/beige/green/gray)gelcoat surface of minimum 10-mil thickness. The shelter shall comply with NEMA 3R(or NEMA 4X)' requirements dependent upon optional equipment, which T. shall include Shelter shall be equipped Nominal Dimensions: with a 500 watt, 120 volt/ (other) Underwriters Listed heater with an 6',8', 10'&12'wide; integral thermostat/on-off switch. Construction of the heater shall permit by 6'to 18'long. replacement of either the switch or heating elements without replacement of the entire unit and shall not require special tools. The shelter shall be equipped with dual fans having a free air capacity of 220 CFM/ (other). b . $ Fans shall be thermostatically controlled,exhaust type,mounted high on one side or the front wall of the shelter. A finger guard shall be provided over the fan. Vents shall be provided and shall be low on the opposite wall �� from the fan. Vent openings shall be screened and shall be covered with an FRP shroud,or shall be a louvered aluminum vent cover with adjustable damper which can be closed.A NEMA 4X service panel shall be included in the shelter for 120 VAC,single phase power,and shall-contain a single 15 amp breaker. Interior lighting shall be provided by a 60 watt light with vapor tight bulb I- WIDTH and non-metallic base/ (other) . The shelter shall also include a weatherproof exO -ior/(interior) switch. A duplex convenience outlet T — shall be provided. All electrical components shall be prewired using 14- 3"TvP 3 SO cord and corrosion resistant connectors. Window,if required,shall '—ROOF LINE be of 1/4" laminated glass and shall be set in the door with two-piece neoprene window moulding. Lifting eyes shall be securely mounted at the corners of the roof in such a manner to allow the enclosure to be raised = Deduct 21/2"per side for by overhead crane without structural damage. 0 inside dimensions. " NEMA 4X shelters cannot be vented and must have dogged doors. z w INSTALLATION: Installation may be accomplished by bolting through the integral floor or bolting flange to an existing floor pad or other suitable flat surface. Shelter(s)shall be as manufactured by PLASTI-FAB, Inc.,P.O.Box 100, Tualatin,Oregon 97062(or equal). P.O. Box 100 • Tualatin, OR 97062 Tel: 503-692-5460 • Fax: 503-692-1145 ViAt„,b—Vi...VA 5 INC. SUL FS-2 ADX222 KP-5M 8/97 n GOULDS PUMPS Pump Switches .-tia I PUMPMASTER® PUMPMASTER® PLUS AMPMASTER® PUMPMASTER PLUS A2D11 (A2-9I) A2E21 (A2-5) A2G33 (A2-20F) A2E23U (A2-8) PUMP UP Features Features Features Features ■SJE PumpMaster float a SJE PumpMaster Plus float ■SJE AmpMaster float switch. •SJE PumpMaster Plus float switch. switch. ■Mechanical contacts,wide switch. •Mechanical contacts,wide ■Mechanical contacts,wide angle float switch. a Normally closed (NC) angle float switch. angle float switch: ■Non-corrosive PVC housing contacts controls pump up or •Non-corrosive PVC housing ■Non-corrosive PVC housing for use in liquids up to 140°F tank filling operations. for use in liquids up to 140°F for use in liquids up to 140°F (60°C). ■Mechanical contacts,wide (60°C). (60°C). •Maximum pump running angle float switch. •Maximum pump running •Maximum pump running current: 20 Amps. ■Non-corrosive PVC housing current: 13 Amps. current: 15 Amps. ■For direct pump operation or for use in liquids up to 140°F a For direct pump operation or ■For direct pump operation or control panel input. (60°C). control panel input. control panel input. a Not sensitive to turbulence. •Maximum pump running • Not sensitive to turbulence. a Not sensitive to turbulence. a 20 foot SJOW cord with bare current: 15 Amps. ■ 10 foot SJOW cord with ■15 foot SJOW cord with leads. a For direct pump operation or 115 V piggy back plug. 115 V piggy back plug. ■Includes mounting clamp. control panel input. \"`—"1 ■Includes mounting clamp. ■Includes mounting clamp. ■UL and CSA listed. ■Not sensitive to turbulence. •CSA and UL listed. ■ UL and CSA listed. ■ 15 foot SJOW cord with BARE leads. A2D31 (A2-9F) A2E22 (A2-6) ■Includes mounting clamp. Same as above except: Same as above except: ■ UL and CSA listed. ■20 foot cord with 115 V a 15 foot 230 V piggy back piggy back plug. plug. A2D33W(A2-3M) A2E23 (A2-7) Same as above except: Same as above except: a 20 foot cord with bare leads. a 15 foot cord with bare leads. ■Includes snap in PVC cable A2E31 weight. Same as above except: A2D12 ■20 foot cord with 115 V Same as above except: piggy back plug. a 10 foot cord with 230 V A2E32 piggy back plug. Same as above except: A2D13 a 20 foot cord with 230 V Same as above except: piggy back plug. ■10 foot cord with bare leads. A2E33 A2D32 Same as above except: Same as above except: •20 foot cord with bare leads. ■20 foot cord with 230 V - ji0Th piggy back plug. A2D33 Goulds Pumps is ISO 9001 Registered. Same as above except: U a 20 foot cord with bare leads. Goulds Pumps ®2001 Goulds Pumps t ITT Industries Effective March,2001 ����lllJ BSWITCH1 APPENDIX D CALCULATIONS 1. Process Schematic 2. Filter Sizing Calculation 3. Filter Loads 4. Booster Pump Sizing Calculation 5. Sump Pump Sizing Calculation 6. Summary of Daily Required Water Volumes 7. Daily Volumes and Flow Rates Required for Recycle Water 8. Storage Tank Sizing Calculation 9. Structural Calculations for Equipment Mounting Pads 10. Backwash Volume Estimate 11. Estimated Settling in Storage Tank Vault � I Hart Crowser 7715-02 September 13,2002 r 1 I , nriclr 1 I- I -IIri , r r i r -1 I ; I l f 7715-02 Process Schematic, Pier 2 Coke Recycling System Pier 2 Coke Recycling System Process Water from , Washdown Areas 73- 150gpm Stormwater o. To Recycling E s C OD 01 Finish Water in co F Tank 15,000 gal L ► 6 Filters 80-120 gpm U) co F ......t Finish Water 205 lbs/ship 43 t i Tank 15,000 u Backwash Water Gal co 1 30 gpm / ICJ to n , 479 lb TSS/ship Booster Pumps Existing Influent + i 2 --75 gpm � Settling Pond ^J Gravity Filter A Q=50 gpm / Pump at 50 gpm 7 g12 gallorrs/ship 1539 lb TSS/ship I t 1 7 Fabric+ Solids to Land fill Stormwater Overflow 9/11/2002 1 — 1 ,` Sand Filter3.xls/Schematic 7715-02 HARTCROWSER Project: Pier 2, Coke Loading operation Client: Port of Anacortes By: AJF Checked By:RGJ FILTER SIZING Treatment Rate: 8.5 gpm/sf (Approx. treatment rate per Rain for Rent) Backwash Rate: 10.0 gpm/sf Backwash Time: 3.0 min Max Backwash Backwash Diameter Area per No. of Treatment Rate (a) Vol per Set (inches) Tank (sf) Tanks Flow(gpm) (gpm) (gal.) Comment 18 1.8 2 30 18 106 Too small 24 3.1 2 53 31 188 Not available 24 3.1 ".3 . - • 80' : - 31 283 Selected 30 4.9 2 83 49 295 36 7.1 2 120 71 424 48 12.6 2 214 126 754 Notes: a. Backwash one tank at a time. 9/11/2002 2_ 1 Sand Filter3.xls/Filter Sizing F-- 7715-02 HARTCROWSER - Project: Pier 2,Coke Loading operation Client: Port of Anacor tes By: AJF Checked By:MSL FILTER LOADS Filter to allow particles larger than 0.05 mm to pass. Volume of coke per gallon of raw water: 0.040% 400 ppm Percent coke volume over 400 microns: 10% Percent coke above 0.05 mm=50 microns 60% 0.024% 240 Percent Coke above 50 microns and<400 50% 0.020% 200 Percent Coke below 50 micros 30% Coke Specific Gravity 1.46 (Per HC lab testing) Approx.volume of Coke that will settle per day in Storage Tanks: 0.70 (Settles over 3 days) Total Coke Coke Coke Mass of Mass to Mass in Mass Coke Vol water Coke, Coke Mass Filter, filter, Pass Mass Coke Mass (Gal per Ave Flow pounds drop to Pond, pounds pounds Through Settles in To day) (gpm) (gp )(a) (b) pounds(c) (d) (e) Filter(f) Tank(g) Washdown. Note Filter Loading Based on Treating Total Recycle Flow Volume 48,000 73 234 23 210 117 94 65 Scenario 3,6 days 63,000 95 307 31 276 153 123 86 Scenario 1, 1 day 351,000 na 1710 171 1539 855 684 479 205 Load out of 1 ship NOTES: a. Flow averaged over 1.5 shifts. b.Estimated assuming coke specific gravity of approximately 1.4 c. Based on volume over 400 microns d.Based on volume less than 400 microns e. Assuming filter captures material between 50 and 400 microns. f. Based on volume of coke that passes on through filters. J 9/11/2002 3- 1 Sand Filter3.xls/Loads f 945-1595.0500 HART CROWSER Client: Port of Anacortes , _ Project: Pier 2 Recycling System Design By: AJF Checked By: RGJ HEAD LOSS CALCULATIONS _ For: Recycle System -- Booster Pumps Condition: Rated, max flow, two pumps operating Hazen Williams Head Loss Equation: C = 135 Pipe HL = (4.727*L*QA1.852)/(DA4.87 * CA 1.852) C = 100 Hose Pumping Sta Q = 150 gpm = 0.33 cfs Fitting Losses = k*V2/2g = 0.2 mgd Number of Pumps: 2 - _ Flow Per Pump: 75 gpm 0.17 cfs • Pipe Fitting Pipe Pipe Total Fitting No. k Total Size Q Vel V4/29 Loss Length HL Losses Fittings k in cfs fps ft ft ft ft ft Flow Based on 1 Pump I Entrance Loss 1 0.50 0.50 4.0 0.17 1.9 0.1 0.0 0 0.0 0.0 Suction Pipe 4" 0.00 4.0 0.17 1.9 0.1 0.000 10 0.041 0.0 Suction 90 1 0.30 0.30 4.0 0.17 1.9 0.1 0.0 0 0.0 0.0 Reducer 4x2 1 0.10 0.10 2.0 0.17 7.7 0.9 0.1 0 0.0 0.1 Tee, Line to Branch 2" 1 0.80 0.80 2.0 0.17 7.7 0.9 0.7 0 0.0 0.7 Suction Pipe 0 2.0 0.17 7.7 0.9 0.0 6 0.7 0.7 Isolation Valve 1 0.25 0.25 2.0 0.17 7.7 0.9 0.2 0 0.0 0.2 Reducer 2 X 1.5 1 0.10 0.10 1.5 0.17 13.6 2.9 0.3 0 0.0 0.3 Flexible connector 1 0.25 0.25 1.5 0.17 13.6 2.9 0.7 0 0.0 0.7 I Subtotal Suction Losses 2.9 PUMP Flexible connector 1 0.25 0.25 1.0 0.17 30.6 14.6 3.6 0 0.0 3.6 Enlarger 1x2 1 0.10 0.10 1.0 0.17 30.6 14.6 1.5 0 0.0 1.5 Check Valve 1 2.50 2.50 2.0 0.17 7.7 0.9 2.3 0 0.0 2.3 Ball Valve 1 0.30 0.30 2.0 0.17 7.7 0.9 0.3 0 0.0 0.3 Pipe 2" 0.25 0.00 2.0 0.17 7.7 0.9 0.0 10 1.2 1.2 90 Elbow 2 0.30 0.60 2.0 0.17 7.7 0.9 0.5 0 0.0 0.5 45 Elbow 1 0.20 0.20 2.0 0.17 7.7 0.9 0.2 0 0.0 0.2 J Enlarger 1x3 1 0.10 0.10 2.0 0.17 7.7 0.9 0.1 0 0.0 0.1 Tee, straight through,3" 1 0.30 0.30 3.0 0.17 3.4 0.2 0.1 0 0.0 0.1 FULL FLOW Elbow, 3" 1 0.50 0.50 3.0 0.33 6.8 0.7 0.4 0 0.0 0.4 Pipe, 3" 0.00 0.00 3.0 0.33 6.8 0.7 0.0 15 0.9 0.9 ' Pressure Switch? 0.30 0.00 3.0 0.33 6.8 0.7 0.0 0 0.0 0.0 __ Flow Meter 1 0.00 0.00 3.0 0.33 6.8 0.7 0.0 0 0.0 0.0 Tee, straight through,3" 1 0.30 0.30 3.0 0.33 6.8 0.7 0.2 0 0.0 0.2 Ball Valve 1 0.30 0.30 3.0_ 0.33 6.8 0.7 0.2 0 0.0 0.2 90 Elbows 3 0.30 0.90 3.0 0.33 6.8 0.7 0.6 0 0.0 0.6 TOTAL PUMPING STATION 14.9 Main Pipe 0 0.00 3.0 0.33 6.8 0.7 0.0 150 9.0 9.0 L. Bends, 3" 3 0.50 1.50 3.0 0.33 6.8 0.7 1.1 0 0.0 1.1 Exist 4" Pipe 0.00 4.0_ 0.33 3.8 0.2 0.0 250 3.7 3.7 Tee 1 0.50 0.50 4.0 0.33 3.8 0.2 0.1 0.0 0.1 Flow to 1 Hose at 40 gpm 9/11/2002 Er------1) Recycle Pumps ver3.xls/Rated Booster r, 945-1595.0500 Pipe - 0 0.00 2.0 0.09 4.1 0.3 0.0 50 1.9 1.9 Bends, 90 deg 2 0.30 0.60 2.0 0.09 4.1 0.3 0.2 0 0.0 0.2 Valve 1 0.50 0.50 2.0 0.09 4.1 0.3 0.1 1 0.0 0.2 Hose 0 0.30 0.00 2.0 0.09 4.1 0.3 0.0 100 6.5 6.5 Exit Loss 1 0.50 0.50 1.0 0.09 16.3 4.1 2.1 0 0.0 2.1 TOTAL Piping LOSSES 24.8 TOTAL SYSTEM LOSSES 39.7 DISCHARGE ELEV: 22.0 TANK INVERT 15.5 STATIC HEAD: 6.5 6.5 Discharge Pressure at Nozzle: 55.0 psi 127.1 - TOTAL DYNAMIC HEAD (feet) 173.2 Pressure in Pump Sta: 155.4 67.3 HORSE POWER CALCULATIONS bhp = (Q * H *SpGr)/(3,960* Eff) Specific Gravity = 1.0 Q TDH No. of Pump Min Selected GPM ft Pumps Eff. HP HP 150 173 2 40% 8.20 15.0 9/11/2002 „e(-- 2 Recycle Pumps ver3.xls/Rated Booster r_, L 945-1595.0500 HART CROWSER Client: Port of Anacortes Project: Pier 2 Recycling System Design By:AJF Checked By: RGJ HEAD LOSS CALCULATIONS For: Recycle System--Submersible Sump Pump - Condition: Rated, max flow(pumps only run one at a time) Hazen Williams Head Loss Equation: C= 135 Pipe HL=(4.727*L*QA1.852)/(DA4.87*CA 1.852) Pumping Sta Q = 50 gpm= 0.11 cfs Fitting Losses = k*V2/2g _ = 0.1 mgd Number of Pumps: 1 - - Flow Per Pump: 50 gpm 0.11 cfs Pipe Fitting Pipe Pipe Total Fitting No. k Total Size Q Vel V`/2g Loss Length HL Losses Fittings k in cfs fps ft ft ft ft ft Submersible Pump Flexible connector 1 0.25 0.25 1.0 0.11 20.4 6.5 1.6 0 0.0 1.6 Check Valve 2.50 0.00 1.0 0.11 20.4 6.5 0.0 0 0.0 0.0 Enlarger 1x2 1 0.10 0.10 1.0 0.11 20.4 6.5 0.6 0 0.0 0.6 Valve 1 0.50 0.50 2.0 0.11 5.1 0.4 0.2 1 0.1 0.3 Pipe 2" 0 0.25 0.00 2.0 0.11 5.1 0.4 0.0 10 0.6 0.6 90 Elbow 3 0.30 0.90 2.0 0.11 5.1 0.4 0.4 0 0.0 0.4 Enlarger 2x3" 1 0.10 0.10 2.0 0.11 5.1 0.4 0.0 0 0.0 0.0 90 Elbow 6 0.30 1.80 3.0 0.11 2.3 0.1 0.1 0 0.0 0.1 45 Elbow 2 0.20 0.40 3.0 0.11 2.3 0.1 0.0 0 0.0 0.0 Ball Valve 1 0.30 0.30 3.0 0.11 2.3 0.1 0.0 0 0.0 0.0 Tee, line to branch 2 0.80 1.60 3.0 0.11 2.3 0.1 0.1 0 0.0 0.1 Pipe, 3" 0 0.00 0.00 3.0 0.11 2.3 0.1 _ 0.0 170 1.3 1.3 -- Flow Control Orifice 1 2.28 2.28 2.0 0.11 12.1 2.3 5.2 0 0.0 5.2 Sand Filter(dirty) 7 psi 16.2 r Tee, branch to line 3 0.50 1.50 3.0 0.11 2.3 0.1 0.1 0 0.0 0.1 _ Ball Valve 1 0.30 0.30 3.0 0.11 2.3 0.1 0.0 0 0.0 0.0 Main Pipe 0 0.00 2.0 0.11 5.1 0.4 0.0 30 1.7 1.7 -- Tee 1 0.50 0.50 2.0 0.11 5.1 0.4 0.2 0.0 0.2 Pipe 0 0.00 2.0 0.11 5.1 0.4 0.0 30 1.7 1.7 Valve 1 0.50 0.50 2.0 0.11 5.1 0.4 0.2 1 0.1 0.3 Exit Loss 1 0.50 0.50 2.0 0.11 5.1 0.4 0.2 0 0.0 0.2 TOTAL Piping LOSSES 242 30.7 Discharge Elev.At Tank: 26.5 Low Water in Pond: 9.0 STATIC HEAD: 17.5 17.5 TOTAL DYNAMIC HEAD (feet) 48.2 HORSE POWER CALCULATIONS bhp= (Q* H * Sp Gr)/(3,960 * Eff) Specific Gravity= 1.0 Q TDH No. of Pump Min Selected GPM ft Pumps Eff. HP HP L_ 50 48 1 40% 1.52 3.0 1\ 9/11/2002 S- 1 / Recycle Pumps ver3.xls/Rated Sump Summary of Daily Required Water Volumes for Recycling System City Water Recycle Water Excess Volume Volume Water, b, Days of Total Vol, Scenario (gallons)a (gallons) gpd Operation gal Comment ,-, 1 3,200 63,200 -6,320 1 63,200 Peak Day 2 3,200 41,400 4,140 3 3,800 43,000 -,300 6 258,000 Typical Loading Day 4 10,400 56,000 1,600 Totals: 7 321,200 Average Flow per working day: -4589 45,900 Notes: a) City water does not include make up water demands. b) Negative Excess Water=volume of makeup water required. Total Gallons used per Ship: 321,200 Gallons per Barge,at approx 41% 132,259 Number of ships per month: 2 Number of Barges per month: 1 Estimated Peak Gals/month: 770,000 /h� 9/11/2002 V Pier 2 Process water4.xls/Flow Sum 7715-01 DAILY VOLUMES AND FLOW RATES REQUIRED-FOR RECYCLE WATER Condition: Double hour Shift, Load Vessel, and washdown (3 hoses using recycle water) FLOWS SUPPLIED BY CITY WATER Cycle 1 Cycle 2 Required Required Flow Duration Volume Volume Volume to Sub Totals Flow To: (gpm) (min) (gallons) (gallons) SD (gals) (gals) Comments Cycle 1 (Truck Un-Loading) Mister 7 480 3,200 0 8 Hour Shift Cycle 2 --Post Loading Washdown Wash Down (1 hose) 0 180 0 0 3 hours Total City Water Required (note 1): 3,200 See note 1 Total City water to SD ] 0 FLOWS SUPPLIED BY RECYCLE WATER Cycle 1 (Truck Un-Loading) Tee bar 58 480 28,000 28,000 8 Hour Shift Wheel wash 40 340 13,600 13,600 Note 2 Average Flow: 28 87 Cycle 2 --Post Loading Washdown Wash Down (3 hoses) 120 180 21,600 21,600 Note 3 Total Recycle Water Required: 63,200 Total Water to SD: 63,200 Total Water to SD/Treatment Pond: 63,200 Note 4 Daily Cycle 1 Vol: 44,800 Total Cycle 2 Volume: 21,600_ City W+RW Total Water Used: 66,400 Total Recycle Water Volume (Cycle 1 +cycle 2): 63,200 Miscellaneous Losses in Reuse Water: 10% 6,320 Note 7 Excess Water: -6,320 Note 5 NOTES: 1. This volume is required only on days of loading+washdown. 2. Wheel Wash flow duration based on 8 hr day. 3. Wash down assumed to take 3 hours with 3 hoses running. 4. Total water to pond for Cycle 1+ Cycle 2 5. May need some make up water, depending on evaporation. 6. This flow summary excludes City Water applied indrectl to vessels. 9/11/2002 --1 Pier 2 Process water4.xls/Scenario 1 7715-01 DAILY VOLUMES AND FLOW RATES REQUIRED FOR RECYCLE WATER Condition: Double -Shift, Load Vessel, no washdown FLOWS SUPPLIED BY CITY WATER Cycle 1 Cycle 2 Required Required Flow Duration Volume Volume Volume to Sub Totals Flow To: (gpm) (min) (gallons) (gallons) SD (gals) (gals) Comments Cycle 1 (Truck Un-Loading) Mister 6 660 3,800 0 11 Hr truck loading Cycle 2-- Post Loading Washdown Wash Down (1 hose) 40 0 0 0 Total City Water Required (note 1): 3,800 See note 1 Total City water to SD 0 FLOWS SUPPLIED BY RECYCLE WATER Cycle 1 (Truck Un-Loading) Tee bar 42 660 28,000 28,000 11 Hr truck loading Wheel wash 90 167 15,000 15,000 Note 2 Cycle 2 --Post Loading Washdown Wash Down (2 hoses) 80 0 0 0 Note 3 Total Recycle Water Required: 43,000 Total Water to SD: 43,000 Total Water to SD/Treatment Pond: 43,000 Note 4 Daily Cycle 1 Vol: 46,800 Total Cycle 2 Volume: 0 City W+RW Total Water Used: 46,800 Total Recycle Water Volume (Cycle 1 + cycle 2): 43,000 Miscellaneous Losses in Reuse Water 10% 4,300 Excess Water: -4,300 Note 5 NOTES: 1. This volume is required only on days of loading +washdown. 2. Wheel Wash flow duration based on 12 hr day. 3. No washdown. 4. Total water to pond for Cycle 1 (12 hours). 5. May need some make up water, depending on evaporation. 6. This flow summary excludes City Water applied idrectly to vessels. 9/11/2002 Pier 2 Process water4.xls/Scenario 3 7715-01 STORAGE REQUIREMENTS Condition: Double hour Shift, Load Vessel,and washdown(3 hoses using recycle water) Total Recycle Volume Used: 63,000 gallons Max Pond Treatment Rate: 48 gpm City Water Recycle Add. SD Volume Volume Time of Volume in Over flow Recycle to SD, gpm Vol used, Flow Vol, into Pond Treated remaining in Operation Day Tank(gal) (gals) Flow gpm 2 gal gal (gal) Volume(gal) Pond(gal) Comment Cycle 1 8.00 28,000 87 0 5,220 0 5,220 2,880 2,340 Tank Full/Pond empty Cycle 1 9.00 25,660 87 0 5,220 0 5,220 2,880 4,680 Cycle 1 10.00 23,320 87 0 5,220 0 5,220 2,880 7,020 Cycle 1 11.00 20,980 87 0 5,220 0 5,220 2,880 9,360 Lunch 12.00 18,640 0 0 0 0 0 2,880 6,480 Cycle 1 13.00 21,520 87 0 5,220 0 5,220 2,880 8,820 Cycle 1 14.00 19,180 87 0 5,220 0 5,220 2,880 11,160 Cycle 1 15.00 16,840 87 0 5,220 0 5,220 2,880 13,500 Cycle 1 16.00 14,500 87 0 5,220 0 5,220 2,880 15,840 Dinner 17.00 12,160 0 0 0 0 0 2,880 12,960 Clean up 18.00 15,040 120 0 7,200 0 7,200 2,880 17,280 Clean up 19.00 10,720 120 0 7,200 0 7,200 2,880 21,600 Clean up 20.00 6,400 120 0 7,200 0 7,200 2,880 25,920 Max Pond storage Clean up 21.00 2,080 0 0 0 0 2,880 23,040 22.00 4,960 0 0 0 0 2,880 20,160 23.00 7,840 0 0 0 0 2,880 17,280 24.00 10,720 0 0 0 0 2,880 14,400 1.00 13,600 0 0 0 0 0 2,880 11,520 2.00 16,480 0 0 0 0 0 2,880 8,640 3.00 19,360 0 0 0 0 0 2,880 5,760 4.00 22,240 0 0 0 0 0 2,880 2,880 Note 1 5.00 25,120 0 0 0 0 0 2,880 0 6.00 28,000 0 0 0 0 0 0 0 7.00 28,000 0 0 0 0 0 0 0 Totals: 0 63,360 0 63,360 63,360 Notes: 1. Treated volume limited to available volume of water remaining in the pond. 2. Volume from City water supplied washdown hose. 3. 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Percent of Total Load =Sum of fraction represented by the four sizes g)Approximate Load = Percent of total load *TSS/ship EC. 9/11/2002 ( �� tank vol ver 2.xls Shoreline Permit#267 1. The scope of this project not exceed that as set-out in the shoreline application (including attachments), the accompanying SEPA checklist(including attachments). 2. Any necessary approvals are secured from State Fish and Wildlife, Department of o- Natural Resources, and Corps of Engineers. 3. Silt fencing shall be installed during construction as shall other erosion control measures required by the City Engineer. 4. Existing fire hydrants covering Pier 2 shall be upgraded, as appropriate, to meet city "Storz Coupling" standards. 5. This project is subject to applicable water, sewer, and stormwater hookup fees and transportation, fire, school, and park impact fees. These fees are payable at levels in effect at the time of building permit issuance and may differ from those fee levels currently in effect. 6. Any violation of this permit and its conditions shall constitute a violation of the State Shoreline Management Act and its regulations and be subject to its penalties This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other federal, state, or local statutes, ordinances, or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the terms or conditions hereof. Construction pursuant to this permit will not begin or is not authorized until thirty days from the date of filing as defined in RCW 90.58.140(6) and WAC 173-14-090, or until all review proceedings initiated within thirty days from the date of such filing have terminated: Except as provided in RCW 90.58.140(5)(a)(b)(c). i'% ►""'- /Z//e/02 Ian S. Munce, Shorelines Administrator Date *************************************************************irk**************************:Y********************** This section for department use only in regard to a Conditional Use or Variance Permit Date received by the Department Approved Denied This conditional use/variance permit is approved by the Department pursuant to Chapter 90.58 RCW. Development shall be undertaken pursuant to the following additional terms and conditions: Date 2 1 2 I 3 _J 4 6 p a LEGEND U ° ABOVE GRADE PIPE ww K BELOW GRADE PIPE G N D NOTE .RW - - - A VA IAS ' - 3-IN 1) I�(PVC) - CONCRETEINSTLL VALVELVESN BOXPREC T f n Z 33 mk a a w ^" & ,a \ — - - - - - - _ w ° � 1 J BOOSTER PUMP STATION \ cn W ` w — I PUMPS P-101 AND P-102 \ - : _ WITH 8-x10-ET ENCLOSURE 1 w Gi.o¢ =g \ ° § 3 E 3-IN.RW� (-VALVE VAULT(SE NOTE 1) ., l4-IN.RW 7:4N _ E P N LEC ELS gg `` 2R 1\\ \\ ' � // \\ -�- �?•�- � — (SEE ELEG�WGS) LL^ 6 - I O I ._`---� ' 1 qNR j V INV EL=124 3 a / . �� / \ 5-FT _ /I�/ n TANK ASSEMBLY,SEE DETAIL S - \ / - ° ° ¢ S I G-103 G-104 _ —.�Z—�- -("\ - - - 0 10 20 40 ^' zwSI B wa Scale m Feet >z L OVERFLOW, o3p SEE DETAIL© o u>a arc; A G-103 G-104 _ i o w ma MECHANICAL FILTERS 1` -MF-101 AND MF-102, \‘\�`- - SEE a • G-103 G-0O6 3-IN.PQ(FROM SUMP PUMP P-001) wt _ \' (/r r 3-IN.PD(FROM SUMP PUMP-P-002) rc y { J ZU .. 39.J. 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'�� t I 1 r` ` , , \\C` J-.. ,,, ! hi / i ' ') 1�r1/t \ill\ — I'. > /} - /c? )II ) 4( L' //. 1 ��• r.(// p liv..\\\ P, yvvvvwv I I �� N :.; ,,--r/- 4', A'I^l 0}i / / ,t V•A• '•1 - i%. /t• ,t/(1- ��� ------:---'_.2) wA� t v v�� ,t �1g J 1 Q tt Irl: > /_• jII�QQ v �f- lA, `� / 7F (VI�•-r "_ \� ' �. : \ � � I ! 1� �% A��VA� ��1/4 , r to ,rl2 ,l ii \ 1 ., ,1 ' q, \ ,,'..-_, _ 'J/';_:.3'-� --_-_:a..*: �_ � ,/; tl \ �',\ •.; ,/,'tu/ I • \_- '!�� \ , n tip' L /. ,,,,,_,,..4-___ 1� __ t / •Th . `k)y, - 7 r 'I O/ _ !,-; ( }` . 4„,. 2 • (' 1 r r•�F ;I \ \ „ 2, �j {1..3 .7 %1 , z `�—^_, �•„..,,,,,,,, , , !f�,-' ;- .,, a 1, 'r J'/ r r ( .`_-, ll� I}; R\�. �_./i ,-� u 1 Note: Base Map Prepared From USGS 7.5 Minute Quadrangles Cypress Island, Deception Pass, Anacorte ► •. , . 1 d Anacortes South, Washington. eg jj (f) o5 t . ° fl I er IP, 111.1111 0 2 , 000 4 000 6 ("• N 13' i Scale in Feet HoRTC'ROWSER 11;, �►. 'j'. 7715-02 9/02 Cr Figure 1 of 4 I Site Plan Port of Anacortes Pier 2 Recycle Water System I HOSE BIB "" - — — 1ilL - _ - _ - (SEE NOTE 5) \` — - - - - — 4INW— �_ - - - - — _ J II I I I I I I CAP EXISTING 4-IN. W ExiST. CB #1 I - I I (SEE NOTE 2) TOP = 15.7St 0 IE=13.2 Wi w I 11 I v `_ ~ ! I V\ to 1 I Piping Abbreviations i Project Purpose: Install Water Recycling System i i1- L I W Water (city) No in-Water Work Planned I / 1-IN. HOSE TO MISTER SD Storm Drain —5�— — ' 'cal— I r -I RW Recycle Water Datum: 0.0 Feet Mean Lower low Water (MLLW) - - _ _ _ _ _________ - - - �� w 1 j OF Overflow Location: Guemes Channel, Anacortes, Skagit County, Washington. _ _ T + - - - BW Backwash 9 tY 9 CONCRETE VAULT i -r/-#3._- _ _ < PD Pumped Drain Township 35N, Range 2E, Section 18 N. \ \\ I COKE LOADING ; D Drain Pipe `\ \ Applicant: Port of Anacortes \ \ I , \ ` L - I Stormwater Collection Trench IlaanumanammannalI Adjacent Property Owners: Port of Anacortes and City of Anacortes I R3 \ i I I `\ \ I I \\`\\ I = VO \ \ ILL ; 11 j `\ \ / O I T CONNECT TO TING WATER I I I s Note: Elevations of Upland Range from 15.0 Feet to 16.52 Feet (MLLW) �I o W , \., \ 0 Based on October 2001 Grading and Drainage Plan, Peratrovich, Nottingham & Drage, Inc. I I e> ` Li i 8"WATER W ` ` QQ ` (ri�\\ til I � � `P\ 0 o C 6"DI WATER LINE J CONC B \ \ OG` f^ LOCK I ,C EXIS \ �a U '- - S BUILDING �. G6TOP 1 NE] i- •� STATION IE1 63 r up MANHOLE PHONEco BOOTH PP _--�- rP \`\1\ (BURIED PVC)�`�p`\ m i 1 X <V yEDGE OF rP \ ---____ ASPHALT \ L.S \\ -----; — SD --_-_).i . i co ASPHALT - �\ \ �� HOSE BIB Q,(� — -- _ 7,:' \ TIT --_---12"HIG OD GRAV vyqr ICURB 12"WIDEELTOPOF BANK ������� 1 �R „�1 �,A� \\� v _..-��_ �--- -- --Fc �OI-�� �� TIR: TREAD... ,, ` . T : % WASH RAMP ` ,��"" \ / Lam` ' ! II ii___:: rP ._.__ -�""' .. 1 A.-O 'LILTS / _ - �- --- _ �- GAT _ f i(�!I�-:_gypRP — +► \ ; �'�Y1 l�.�.r ,— O S�MH# � il" �I� - - - A - - \\ • CONCRETE SLAB J ' COKE DRYING BED N ry \ L. '� DOSpriNG WATE COLLECTION 2 N. \ �.. .//AND TREATMENT POND •Nc ' ' �S I 0 60 1 GO T .111 o I \ \ �� P\ Scale in Feet Iu CNI / / -- W b sti I7 ,u Th. ,q,ri p'r,v,:,:'i" ,'lo f i,Y,y : rNbX, u5ui :r W I! .. •,!I 11 n 0"YT :rv:�t a S.'!r "i b'( Iv,� a4, r,:: ii �, iM fe.J d , i eJ „•Eyi:J '�g�1S : �: ' u.:' �J' ./PONDOUTFJi1 E DGE \ SITE ACCESS L� ""—'t l` \ FROM 3RD STREET ± 1 i al HARTCROWSER 7715-02 10/02 Figure 2 of 4 1 ! 1 I- II l i I I 11 - L L L Piping Plan Port of Anacortes Pier 2 Recycle Water System iGb,S \ OO \ \ \ \ Q \\ \ \ co \ 1% \\ \ \\ C�� 3-IN. RW \ \ \ (BURIED PVC) \ (4�, , SD m SD — " \ n \ ' - SD \ \ \ U7 \ \ \ \ , \ BOOSTER PUMP STATION \ — PUMPS P-101 AND P-102 \ (J) WITH 8-x 8-FT ENCLOSURE \ \\ O �_ \ \ ��--�� \\ i N N \ / \\ \ i 2 wATgR \I \ \ \ \ • \ \ ' N TT707 , \\ \ \\ 1 _ '_ \ / SAND FILTERS\ 0 �\ \• SF-101 AND SF- 42 - 1/1/ ,_____ %•4%1€ --,,,...:. q HP----___. ----/--_, //, 1 VET - BHP- - - i \ OHP-- 1 — --„ _____ ___ c - 0 •-• 4, 67/1:__-1 l'r•-'4,_ , -,f, / 0 4 2 _ ,f ______ ____ ____ ..._ w wt. Lit- ,,,, ) , ,,,--- .......,.„ 4 air PP ---7-- ____________ E X. SDCAHS / — ,— \V 7 �. O O VAULTS \ \ _ — — ..0 .4, -„, , A N , < _ ___<- - _ _ _ _ _, _c _ _ _ _ ktbr ' O \ �\ 12" CPp - - \ \ �\ l\.11 / INV. — LT/ ` ( \`\ CONCRETE SLAB \ . 1�1�\ -.• — — ` / 1 \ \ N 1211 / TANK T-103, BACKWASH WATER STORAGE / N \\\ I \ C- �\ i EXISTING WATER COLLECTION \ \ \ \ AND TREATMENT POND \ / COKE DRYING BED N I 3tIN. BWS 8- x 15-FT FIBERGLASS ENCLOSURE \ / _ \ \ \, FOR GRAVITY FILTER (GF-101) \� \ I // \ \ \\ / N ' \ / / / \ N , /\ N N� N ,14 '- , ,N \ • Istc, 3 y \ \\\ / P ` \ \\\\ (BURIED ED� PVC E \ 0 20 40 W 1 / 0 - - .- - % -\ Scale in Feet �. ' � . EN HEIRTC:ROWSEA 7715-02 10/02 Figure 3 of 4 1 II 1 It < I Section and Detail Port of Anacortes Pier 2 Recycle Water System 17.25 FT DISCHARGE AT 9.5-FT ABOVE TANK BOTTOM SAND FILTER STEEL TANK SIDE WALL — — — -- — 3 IN- RW 3/4-IN. NUT ANDN. WASHER (TYP.) sr.r - s �� 4 FT LINER 1-IN. CHAMFER 10FT � a � a , , i . G t 91N. d ' ° ° THROUGH-WALL FLANGE da a A 4-IN. RW EXISTING ASPHALT as, 8.5 X 4.5 FT Ft Is CONCRETE PAD I _ : . J. PAD _ - - ,. -- . .- _. __ x SAND FILTER MOUNTING --u•i • +1 NOT TO SCALE 99NQ LTE TRAILER ._ BLOCKS EXISTING ASPHALT 0 TO 4 IN. OF SAND TO FORM LEVEL PAD SECTION - STORAGE TANK 1 NOT TO SCALE 4 1----- 4FT -11 3-IN. BW 4[3-IN- OVERFLOW 15- x 8-FT FIBERGLASS ENCLOSURE NNe. I TANK — — ' T-103 GRAVITY FILTER GF-101 r. 10FT co 8-FT t U O I O 2-IN. BW § I\ A 1 SLOPE w — O 21 . . l — — o 6 IN. N in 9IN- _. 11___k EXISTING j • �. 6-x 6-FT CONCRETE PAD ASPHALT Si 2-IN. DRAIN HflW SECTION - BACKWASH TANK (IIIi) 7715-02 9/02 Figure 4 of 4 10/R1/2R01 1id:91 3SA4295S53 COMMERCIAL PLI_IMRING PAC` R2/02 CITY OF ANACORTES RETURN to, WATER DEPARTMENT cliy al Anacrle, BACKFLOW PREVENTION ASSEMBLY WoierDeporlmenl 2201 'A 37111'Send (_) TEST REPORT Ann, rlso wa ce22I NAME; Qt�j41JttJIA lY`jcccRv MAILING ADDRESS; Pe0e E c k clot CS 60r 4c.S • SERVICE ADDRESS: RR 4— r o-g A_PP4c.ov±- He 0 DG6+1, a LOCATION: , bL gAx. Mofl k, c,Piresir Co -'-'cAr o-( Dade. . CROSS CONNECTIONN ,C'ONrTR�OIL FOR: Flair �r"y' o�,' g""' `S TYPE ASG6�nel:'• _�`'.y,.4 EA � y MANUFACTURER: `Y ^'ti•S MODEL: "10 -4 RP Sim 4�l SERIAL NO.: I L-1'? '�ty.+,ci 'a^_V.�� INITIAL TEST RESULTS - TEST AFTER REPAIR OR CLEANING f No. 1 Check: Glom!NM 17 &'5' paid No, 1 Chack; Cloaoo tight ❑ poll RPBA Looked O Leaked Rolla!Valve Opened B V L pAId Revel Valve Cheek;Opium!sad tight O•• gale • OR -- — - RPDA No,2 Cheek: Closed Uhl //� B leaked . . .... ❑ SIP 4 Le' paid Paired Teat: Yma }•,No Peened Taal; Yes "o No.1 Chock: Closed light✓ O paid Na.'! Check: Closed Ugh!................U .._,_..peld DCVA Leaked„ O Leaked La OR No.2 Check: Closed light 0 pall No,2 Check: Cttlsed INN, 0 pad DCDA Leaked 0 Leaked .. ❑ Passed Tsai; Yee No Pasaetl Tact: Yoli No Air hal; Opened --- Air tole L• Opened paid en Chock WhitWhitFelled to open_w paid Palled to op � Pye Check Value; paid Laakad cl Leaked......................._._ .fl Paesad Teal; Yea , No Passed Teel: , Tam No PLEASL NLCORO.IWPAIR ON,CILANINC !' AG Minimum 9eperallon: Yam No INYORaaATIGN IN SECTton UELOW p--_ IS THIS A PROPER INSTALLATION? YES I--- NO CUSTOMER NOTIFfED YES NO WATER FOUND: ON m3C4 ' OFP Q WATER LEFT: ON OFF 0 LINE PRES:CRE.„_.._._e.a..„4, IA, oil O Serial p �-I' et `-1. Aeeure4'vunfL:;,cr r.h.,(< r,w;.f u).? Teet Equipment; Make M Model �•� -�-�- TEST METHOD (.2i- S `L• . - - ppr Tf'"}: tty REMARKS; �A� N`b fl-.1,�i F1 `(;,,.j^•p __..•. NPw vebk )e —'1�55 _m _ t , f r r (lr: we„• 1Y.JN ', rI 'el L.P� part No. •»u n 1 Initial Test By; � �V�� L `}} '�� �,rJ ca t r.�ai� r'}f_� Ikpee er Printed spalred ey: ^ ._. Dale Repair Tasl By: �^--� N%, Odle .� Tender Printed - .S�L Ce T .TTT ' RUE; CodifiedWS - C00'd P30# L0:80 Z003/Z3/80 98LG 86Z 098 NO I LJI HISNu 1 Iltli II f 'v 10:m� � i C1 :3 FROM GEC TEST FAX NO, : 3FB Mar. 2100i 7�37418 2 2 4 7FM P2 � 1 GE6 , SERVICES, INC. Engineers, Geologists and WARO Special inspectors 741 Marine Drive•Bellingham,WA 98225•Phone 360.733.7118•Fro 360.733.7418 I email inrongeotest-,nccom Mount Vernon office•Phone 360.848.7794 or 1.888.251.5270 I SPECIAL INSPECTION SUMMARY PROJECT: Pier II Fender Replacement,Upland Paving & G\T JO'B NO: T1234 Rehabilitation Project 0039-00 ADDRESS: Anacortes,WA DATE: 3-20-02 CLIENT: Port of Anacortes PERMIT NO: CONTRACTOR: Kewit Pacific/ CSR Associated This letter summarizes our testing and inspection services for the Pier I!Fender Replacement, Upland Paving & Rehabilitation Project #039-00 project located in Anacortes, Washington. GeoTest's field services took place from June 25, 2001 through October 29, 2001. Our tests and inspections included the following scope of work: • TESTlINSPNCTIO ., N ITEM... • Reinforced Concrete Reports Cl through C10 • Asphalt Reports Al through A18 All work requiring special inspection for the building has been completed. To the best of our knowledge the inspected work is in conformance with the approved project plans, specifications, and 1 applicable workmanship provisions of the 1997 Uniform Building Code with the following exceptions. Four sets of specimens had low 28 day concrete compressive strengths as recorded on reports CS, C7, CS and C9. The Lour sets were field cured and averaged between 5480 psi and 5910 psi. The required compressive strength was 6000 psi based on laboratory curing. We believe that the cylinders would have met the 6000 psi strength requirement had they been cured in our laboratory, The engineer of record should comment it'this is not acceptable. This is GeoTest's final testing and inspection submittal for the Pier TT Fender Replacement, 'Upland Paving and Rehabilitation project. If we can be of further assistance, please contact the undersigned, Copies; Client Suhmictcd hy: f/ ir� PN S D Grant Rlrhurdeon Quantum Construction Tochntcoi Director City of Anecartea W0,Mn 45tMYL1 XFIPf rya.fMu,Nil k W G0O'd PUllt LO:8O 6000/Zc,180 9ELP 886 098 NOIIOBHIONO'J wniN'cl1i i:1u'='ad CONSTRUCTIONS CO , INC. P.O. BOX 9981719 28TH STREET ANACORTES,WA 98221 (360)293-0656 FAX: (360)293-4736 FAX TRANSMITTAL Oats 5-- , 2--0� To Dcr Company CLp r o' An a te riA—PS Phore Fax , 93-- 193g From Mike RE: Poo Piet f Pag s 3 Mes age: Don/ (,./ ,I/ +inks cfdse oc :lab ? THESE ARE FAXED TO YOU FOR THE FOLLOWING REASON(S): APPROVAL FOR YOUR USE AS REQUESTED_ FOR REVIEW AND COMMENT YOUR RESPONSE/RETURN BY THE FOLLOWING DATE: A HARD COPY WILL NOT FOLLOW (UNLESS REQUESTED OTHERWISE) IF trsnmlttat is InotMpiets,or you do not fectWs all plea apecifl.d,pierww ail)our regWir telephone number hated above. N0I l0I NI NW 41-iiN v! 10:'"`�"'� I00'd ti30# LO:oO G00�;/Z3I00 90LG 263 093 $Lid\dot CITY OF ANACORTES al o- : GS'T O� in __ ��� A# , ‘., .mot t....... � vl EM _ AL III v. 1891 9Oollt LAMM* vSE EXEMPTION FROM SHORELINE MANAGEMENT ACT SUBSTANTIAL DEVELOPMENT PERMIT REQUIREMENT I TO: Mr. Bob Elsner Port of Anacortes P.O. 297 Anacortes, WA 98221 The proposal by the Port of Anacortes to undertake the following development: The proposal is to remove and replace 18 piling Upon the following property: Pilings are located directly east of Pier 2 within the log pocket, 3rd Street and "R" Avenue, Section 18, Township 35 North, Range 2 East, Anacortes, Skagit County, Washington Within (name of water area): Guemes Channel and/or its associated wetlands is exempt from the requirement of a substantial development permit because the development constitutes: Normal maintenance or repair of existing structures or developments, including damage by accident, fire or elements. WAC 173.27.040(2)(b) Description of any other work planned in the future which is related to this project. The new steel pilings will be equipped with plastic (HOPE) sleeves in order to provide protection from abrasion and prolong the pilings' serviceable life. Corps Public Notice Number: Unknown CONSISTENT INCONSISTENT (Check one) ® 0 Policies of the Shoreline Management Act. n The guidelines of the Department of Ecology where no Master Program has been finally approved by the Department. ® ❑ The master program 7-2 - 01 ,,._ -� Date (Signature of Authorized Local Government Official) 1 Bob Elsner,Director of Planning and Projects P.O.Box 297 466:^ Anacortes,Washington 98221 Port of Anacortes 360.299.1822 Fax 360.293.9608 Email elsner@portofanacortes.com Tns To: City of Anacortes Date: May 24, 2001 P 0 Box 547 Anacortes,WA 98221 360.299.1942 awe Ian Munce, Director of Planning RE Pier II Log Pocket Piling Replacement Copies Description 1 Shoreline Exemption Request 1 Permit Fee,Check#48770 1 JARPA Forms 1 SEPA Determination Message: If you have any questions regarding the attached material, please feel free to give me a call at 360.299.1822. PORT OF ANACORTES Bob Elsner, Director of Planning and Projects p4 AN4 c A of°�^'COMM"MsY C t"?' inm �, tit FIRST AND COMMERCIAL AVENUE • P.O. BOX 297 • ANACORTES,WA 98221 USA a �'" ������ #�;, (360)293-3134 • FAX (360)293-9608 t r :r a Est. 1916 Thursday,May 24, 2001 Ian Munce,Director of Planning City of Anacortes P.O. Box 547 Anacortes, Washington 98221 Dear Mr. Munce: Re: Request for Shoreline Master Use Permit Exemption Mooring Pile Replacement,Pier 2 Log Pocket,Port of Anacortes This is to request that the City of Anacortes issue an exemption from shoreline substantial development permit requirements for the above referenced project. Replacement of up to eighteen mooring piling within the log pocket adjacent to and east of Pier 2 constitutes"normal maintenance or repair of existing structures or developments"under the Shoreline Management Act of 1971,RCW 90.58.030 (3)(e)(I) and related rules, WAC 173-27-040. The Port of Anacortes proposes to remove and replace eighteen piling directly east of Pier 2 within the"log pocket". The existing creosoted timber pilings are broken or damaged through normal use and natural deterioration due to exposure to the elements. The existing broken or damaged creosoted timber mooring piling would be pulled and new steel piling driven in the same location. The new steel pilings will be equipped with plastic (HDPE) sleeves in order to provide protection from abrasion and prolong the pilings' serviceable life. The joint application(JARPA) for required state and federal permits for this maintenance project has been prepared and is attached for your information. This proposed work is covered by the Programmatic Biological Evaluation(PBE) for replacement of up to 18 piling (USCOE Nationwide Permit#3) issued on December 8, 2000. Ili / As lead agency,the Port of Anacortes has determined that this project is this project is categorically exempt from SEPA review based on the criteria described in WAC 197- 11-800 (3): Repair, remodeling and maintenance activities. The following activities shall be categorically exempt: the repair, remodeling, maintenance, or minor alteration of existing private or public structures,facilities or equipment, involving no material expansion of changes in use beyond that previously existing; except that, where undertaken wholly or in part on lands covered by water, only minor repair or replacement of structures may be exempt (examples include repair or replacement of piling, ramps,floats or mooring buoys, or minor repair, alteration, or replacement of docks. I hope I have provided the information required by the City for a decision on this matter. Please do not hesitate to call me at 299-1822 if you have questions or need additional information. it Sincerely, +,IAA _ -, Bob Elsner Director of Projects and Planning Attachments: JARPA forms for Pier 2 Log Pocket Mooring Pile Replacement; Port of Anacortes SEPA Determination for Pier 2 Log Pocket Mooring Pile Replacement • - ONLY7 °- A ebe ;;Reference#: =_ • = •ece'v'R L ed-",.. • - ff. txo•.h +t n... J A R P A FORM (for use in Washington State) Based on the preceding checklist 1 am sending copies of this application to the following: (check all that apply) D Local Government for shoreline: 0 Substantial Development 0 Conditional Use 0 Variance X Exemption;or,if applicable ❑Floodplain Management ❑Critical Areas Ordinance X Washington Department of Fish and Wildlife for HPA ❑ Washington Department of Ecology for: 0 Approval to Allow Temporary Exceedance of Water Quality Standards X 401 Water Quality Certification Nationwide Permits ❑ Washington Department of Natural Resources for:❑Aquatic Resources Use Authorization Notification X Corps Engineers for: X Section 404 X Section 10 permit (Nationwide Permit 83) ❑ Coast Guard for:❑Section 9 Bridge Permit - SECTIONA - Use for all permits covered by this application. Be sure to also complete Section C(Signature Block)for all permit applications. 1 APPLICANT PORT OF ANACORTES Attn: Bob Elsner MAILING ADDRESS P.O. Box 297, Anacortes, Washington 98221 WORK PHONE HOME PHONE FAX (360) 299-1822 (360) 293-9608 If an agent is acting for the applicant during the permit process,complete G. 2.AUTHORIZED AGENT MAILING ADDRESS WORK PHONE HOME PHONE FAX 3 RELATIONSHIP OF APPLICANT TO PROPERTY. O OWNER ❑PURCHASER ❑LESSEE ❑OTHER 4.NAME,ADDRESS,AND PHONE NUMBER OF PROPERTY OWNER(S),IF O 111ER THAN APPLICANT 5.LOCATION(STREET ADDRESS,INCLUDING CITY,COUNTY AND ZIP CODE,WHERE PROPOSED ACTIVITY EXISTS OR WILL OCCUR) Port of Anacortes Pier 2, 3rd Street and"R"Avenue, Anacortes, WA 98221 WATERBODY: TRIBUTARY OF Guemes Channel Puget Sound 1/4 TOWNS RANGE GOVERNMENT LOT SHORELINE DESIGNATION Urban l SECTION HIP 18 35N 2E ZONING DESIGNATION Light Manufacturing TAX PARCEL NO: DNR STREAM TYPE,IF KNOWN Appendix B-1 l I 6 DESCRIBE THE CURRENT USE OF THE PROPERTY,AND STRUCTURES EXISTING ON THE PROPERTY. IF ANY PORTION OF THE PROPOSED ACTIVITY IS ALREADY COMPLETED ON THIS PROPERTY,INDICATE MONTH AND YEAR OF COMPLETION. Pier 2,which is located on Guemes Channel,encompasses a total of 13.47 acres,and includes a 462 by 60 foot concrete pier with a wooden fendering and piling face. The proposed work is in the"log pocket"adjacent to the east side of Pier 2,which is used for storage and landing of rafted logs from Guemes Channel. The terminal is used for bulk commodities,logs and wood products,and marine cargoes. Facilities and services on Pier 2 include: a paved storage project yard;truck wash;a state-of-the-art enclosed electric petroleum coke bulk loader;storm drain system with settling ponds for removal of coke particles and log bark debris (separate storm systems for log yard and coke loading area);and a log debarker. IS MC PROPERTY AGRICULTURAL LAND'LI YEs 0 rvO ARE YOU AUSDA PROGRAM PARTICIPANT') 0 YES 0 NO 7a.DESCRIBE THE PROPOSED WORK:COMPLETE PLANS AND SPECIFICATIONS SHOULD BE PROVIDED FOR ALL WORK WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE INCLUDING TYPES OF EQUIPMENT TO BE USED. IF APPLYING FOR A SHORELINE PERMIT, DESCRIBE ALL WORK WITHIN AND BEYOND 200 FEET OF THE ORDINARY HIGH WATER MARK. ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED. The proposal is to remove and replace eighteen piling directly east of Pier 2 within the"log pocket". The existing creosoted timber piling are broken,damaged through normal use and natural deterioration due to exposure to the elements. Locations of the damaged mooring piles are marked on the accompanying drawing. The existing broken or damaged creosoted timber mooring piling would be pulled and new steel piling driven in the same location. The new steel piling will be equipped with a plastic(HDPE)sleeve in order to protect it from abrasion and prolong the pilings'serviceable life. 7b DESCRIBE THE PURPOSE OF THE PROPOSED WORK The proposed work is required to maintain existing services for short term moorage of log rafts at the terminal. The existing creosote timber moorage pilings have been damaged during normal use. 7c.Describe the potential impacts to characteristics uses of the water body.These uses may include fish and aquatic life,water quality,water supply,recreation, and aesthetics.Identify proposed actions to avoid,minimize,and mitigate detrimental impacts and provide proper protection offish and aquatic life. Water quality impacts would be limited to very temporary localized conditions of turbidity in the immediate area of bottom sediments disturbed during construction. Creosoted timber piling will be pulled,completely removed, and replaced with steel removing a minor source of creosote to the marine environment. Best management practices to avoid discharges and prevent entry of debris to surface waters;spill response procedures;,and erosion and sediment control measures will be implemented during construction. No dredging is proposed. No in-water work will occur between February 15 and July 15. Impacts to(threatened, endangered,or sensitive)birds and other animals observed in the project area or in the general vicinity are not expected to be significant due to the temporary nature of construction disturbance. This proposed work is covered by the Programmatic Biological j Evaluation(PBE)for replacement of up to 18 piling(USCOE Nationwide Permit#3)issued on December 8,2000. PREPARATION OF DRAWINGS: SEE APPENDIX A-SAMPLE DRAWINGS AND CHECKLIST FOR COMPLETING THE DRAWINGS. ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BE ATTACHED.NOTE APPLICANTS ARE ENCOURAGED TO SUBMIT PHOTOGRAPHS OF THE PROJECT SITE,BUT THESE DO NOT SUBSTITUTE FOR DRAWINGS. THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON Eta X II INCH SHEETS LARGER DRAWINGS MAY BE REQUIRED BY OTHER AGENCIES 8.WILL THE PROJECT BE CONSTRUCTED IN STAGES' 0 YES XNO PROPOSED STARTING DATE SUMMER 2001 ESTIMATED DURATION OF ACTIVITY TWO WEEKS 9 CHECK IF ANY STRUCTURES WILL BE PLACED. ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS;AND/OR X WATERWARD OF THE MEAN HIGH WATER LINE IN TIDAL WATERS 10 WILL FILL MATERIAL(ROCK,FILL,BULKHEAD,PILINGS OR OTHER MATERIAL)BE PLACED ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES,VOLUME(CUBIC YARDS) /AREA (ACRES ❑WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES,VOLUME(CUBIC YARDS ACRES Appendix B-2 11 WILL MATERIAL BE PLACED IN WETLANDS' ❑YES ❑NO IF YES: A IMPACTED AREA IN ACRES B.HAS A DELINEATION BEEN COMPLETED? IF YES,PLEASE SUBMIT WITH APPLICATION ❑YES ❑NO C HAS A WETLAND REPORT BEEN PREPARED'IF YES,PLEASE SUBMIT WITH APPLICATION ❑YES 0 NO D.TYPE AND COMPOSITION OF FILL MATERIAL(E G,SAND,ETC) E MATERIAL SOURCE. F LIST ALL SOIL SERIES(TYPE OF SOIL)LOCATED AT THE PROJECT SITE.&INDICATE IF THEY ARE ON THE COUNTY'S LIST OF HYDRIC SOILS. SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE(NRCS). 12.WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? ❑YES ❑NO IF YES,IMPACTED AREA IS_ACRES D.WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS' YES O NO IF YES. A,VOLUME._(CUBIC YARDS)/AREA_(ACRES) B COMPOSITION OF MATERIAL TO BE REMOVED C DISPOSAL SITE FOR EXCAVATED MATERIAL • D.METHOD OF DREDGING' 1i LIST OTHER APPLICATIONS,APPROVALS,OR CERTIFICATIONS FROM OTHER FEDERAL STATE OR LOCAL AGENCIES FOR ANY STRUCTURES,CONSTRUCTION,DISCHARGES, OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION(I E PRELIMINARY PLAT APPROVAL HEALTH DISTRICT APPROVAL,BUILDING PERMIT,SEPA REVIEW,FERC LICENSE, FOREST PRACTICES APPLICATION,ETC)ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION NO DATE OF APPLICATION DATE APPROVED COMPLETED' Shoreline Subst,Development City of Anacortes April 2001 Permit Exemption CZM Consistency/401 WA Department of Ecology April 2001 Determination Hydraulic Project Approval WA Dept of Fish&Wildlife April 2001 SEPA LFAT)AGENCY Port of Anacortes SEPA DECISION: exempt SEPA DECISION DATE: II, 3/27/00 15. HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY DESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN?❑YES ❑NO IF YES,EXPLAIN: Appendix B-3 • SECTION B- Use for Shoreline and Corps of Engineers permits only: 16 TOTAL COST OF PROJECT THIS MEANS THE FAIR MARKET VALUE OF THE PROJECT,INCLUDING MATERIALS,LABOR,MACHINE RENTALS,ETC Approximately $45,000 II LOCAL GOVERNMENT WITH JURISDICTION CITY OF ANACORTES I I FOR CORPS,COAST GUARD,AND DNR PERMITS,PROVIDE NAMES,ADDRESSES,AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS,LESSEES,ETC PLEASE NOTE SHORELINE MANAGEMENT COMPLIANCE MAY REQUIRE ADDITIONAL NOTICE—CONSULT YOUR LOCAL GOVERNMENT NAME ADDRESS PHONE NUMBER Port of Anacortes P.O.Box 297,Anacortes,WA 98221 (360)293-3134 City of Anacortes P O.Box 547,Anacortes,WA 98221 (360)299-1942 SECTION C - This section MUST be completed for any permit covered by this application. 19. APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHORIZE THE ACTIVITIES DESCRIBED HEREIN I CERTIFY THAT I AM FAMILIAR WITH THE INFORMATION CONTAINED IN THIS APPLICATION,AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,SUCH INFORMATION IS TRUE,COMPLETE,AND ACCURATE. I FURTHER CERTIFY THAT I POSSESS THE AUTHORITY TO UNDERTAKE THE PROPOSED ACTIVITIES. I HEREBY GRANT TO THE AGENCIES TO WHICH THIS APPLICATION IS MADE,THE RIGHT TO ENTER THE ABOVE-DESCRIBED LOCATION TO INSPECT THE PROPOSED,IN-PROGRESS OR COMPLETED WORK.I AGREE TO START WORK ONLY AFTER ALL NECESSARY PERMITS HAVE BEEN RECEIVED SIGNATURE OF APPLICANT OR AUTHORIZED AGENT ..>< 0-fAr; I ,a DATE 1 ' [^ 1 NI 17)1 I HEREBY DESIGNATE TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT(S)_ I UNDERSTAND THAT IF A FEDERAL PERMIT I5 ISSUED,I MUST SIGN THE PERMIT SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER(EXCEPT PUBLIC ENTITY LANDOWNERS,E G DNR) DATE THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT.IF AN AUTHORIZED AGENT IS DESIGNATED II U S C§1001 provides that: Whoever,in any manner within thejunsdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any tuck,scheme,or device a matenal fact or makes any False,fictitious,or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than$10,000 or imprisoned not more than 5 years or both _COMPLETED.i3YIOCAL:O t ICIAY .": ; _ 'A.<' Natureof Theeezistin'`shoieline. Describe.,i11 g ( F., type,bfs$Areiirie�sliclias7tiarine;sYreatil;-take,laggorizin�esh„bog, ''fo'odway;,delta type Of b ach''such:as acEret ort erbsion ,bans >$W liank;;of dikei material,ucfi as"sa td€gravel,;in d;cla3 ; ., alidextent'-thdtype,ofbulkhe'eaal ?itany) I 'rs'"ftii371. s 5 y r:IX e.?Lp 4>2Y IS': Btu' 'afihe',eveb'tibaf'any;oEthe:proposed;,bmtdiiig3pcistructures:t'dill exeeed a_,ffei0tgfSirty-fiyki:Otaboveibe aueragee.gradt,.leyel vt0:01,eth64 +�.: ajproxtmate location of and number of resident al Gtyfislexishng andpateit mi;that wlll have anvbstrdcted"view x: f; ' ;' + .,l r �� .i!,..., .e. 'ea' y{ C:. Ifthe applicationinvolve''saconditionaltiseorvariarice,,'setfgithin,full'tha 14,11oa"ofthemasterprograin,winchprovid-e"sthatthe ro sdd ', :. a , .. . _ .. ei _t , :usemaybe"a conditional use,Dr,Jn the'casetof a variance;$olfrwhiclG.the variabce.is dieing sought ��=��*+;'` Myrih There Agencies ore Equal Opportunity and Affirmative Action employer Appendix BA ' (-- J. ANACCRTES (LA. 48 31' N LONG 122' 36' W) CANACA 1 - . - - U S A. 'IDA:_ .N'ORMAFON a-"NO;AM DATUM PLANE ELEV. REFERENCED ANACORTES I TO ML.L. , ti PROJECT SITE U ,4o4 ,e glGrIEST RECORDED TIDE (EST.) T10.5 A VERNON "--= 4iEAN HIGHER HIGH WATER -8 2 ! ' -a?r' 23 YEFN HIGH WA IR -7.4 !! `JEAN LCW WATER t2.6 E='ERE- YCAN C*SR LOW WATER 0,0 LOWEST RECORDED TIDE (EST.) -4.5 1 SE.ATT_E PACIFIC,' i TACCMA OCEAN i an/P'A VICINITY MAP GUENES CHANNEL NOT TO SCALE PIER 2 i PORT OF (PROJECT S;TE) ill ANACORTES GF=ICES �WYMAN'S MARINA Ua CI i �� J j 4TH ST I <x I- m w I U 4 6 \ CITY b ANACORTES STH ST tCA? SANE 12TH ST MARINA ��- --- 16TH ST -- LOCATION MAP I FIDALGO 1500 0 7E0 €500 BAY I ienieinivcie SCALE: €"=1500' (APPQCX.) SE: RREPLOACE TIMBERMOORING JI R II MOORINGTIMBER FMOORING P:(_E ! PILES °IL- 'PLACJ E\ I REPLACEMENT IN: GUEMES CHANNEL DATUM: 0.0' Mt.L.W. AT: ANACORTES, Wa., SKAGIT CO_ ADJACENT PROPERTY OWNERS: SEC 18, T35N, R2E 1) PORT OF ANACORTES APPLICATION BY: 2) WYMAN'S MARINA PORT OF ANACORTES PORT OF ANACORTES P.G. BOX 297 (360) 293-3134 ANACORTES, `Na. 98221 SHEET 1 of 3 ATEAPR., 2ccc • • CUEM`E CHANNEL PIER 2 RONC\" E. FT.-- ..t:jER =•_E DOLPHINS a o ASPHALT UPLAND APRROACP • WYMANS RINE . I n4 H W T X ' I D. 0 Q O • SI iE PLAN 0 - J '30 .52 TT PURPOSE: JIR II MOOING DROPOSED: . REPLACE TIMBER r- TIMBER MOORING PILE - MOORING PILES I __ R J LACEMLN REPLACEMENT IN: GOE'vMES CHANNEL DATUM: 0.0' M.L.L.W. AT: ANACORTES. We,, SKAGIT CO. ADJACENT PROPERTY OWNERS: SEC 18, T35N, R2E 1) PORT OF ANACORTES APPLICATION BY: 2) WYMAN'S MARINA PORT OF ANACORTES PORT OF ANACORTES P.O. BOX 297 (360) 293-3134 ANACORTES, 'Wn. 98221 SHEET 2 Of 3 DATEAPR., 2001 SNc.E S'EEL PUE -" PCP O= :'.LE ;x/ PITS?C s EEME T p u ( I � � 1q,I ' i 1 TOS PILE it 1 I 1 48.2'%HHH •R2' U r W I, 1 I (� 1 _ E ' 1 ( ' k 1 (T rA ( ao' LJ; 1H.® ao' aus; ; 1 1111' I' .MSTXG YUCUYE EMSTNG MUCUNE ( 1 1 ;CEP CH VAR ES) f:21911-• %RES) EXISTING REPLACEMENT PURPOSE: I R II MOORING PROPOSED: REPLACE TMBER _ TIMBER MOORING PILE MOORING Pi ES PILL RFDLAC=N9`N i REPLACEMENT IN: GUEMES CHANNEL DATUM: 0.0' M.':.L.`tf AT: ANACORIES, Wc., SKAGIT CO. ADJACENT PROPERTY OWNERS: SEC '8, T35N, R2c �i ., PORT OF ANACCRTES APP_ICA ION BY: 2) WYMAN'S MARINA PORT OE ANACORTES PORT OF ANACCRTES P.C. BOX 297 ) ; _ ANACORTES, V' 98221 SHEET , z v of 334 DATEA'R.. 2001 ,.._. l k_ Date: April 16, 2001 To: Port of Anacortes SEPA files Pier 2 Log Pocket Piling Replacement Project File From: Dan Stahl, Executive Director, SEPA Responsible Official Re: SEPA Review of Proposed Maintenance and Repair Work Mooring Pile Replacement Pier 2 is located on Guemes Channel,Puget Sound. The terminal's street address is 3rd Street and"R"Avenue, Anacortes, Washington 98221. The terminal is used for bulk commodities, logs and wood products, and marine cargoes. The Port and Peratrovich Nottingham and Drage conducted inspections of the existing mooring piling within the log pocket directly east of the main terminal area in March 2001. The inspections resulted in the conclusion that the mooring piling are in a condition of deterioration and are in need of repair. The Port of Anacortes proposes to remove and replace eighteen piling directly east of Pier 2 within the"log pocket". The existing creosoted timber pilings are broken or damaged through normal use and natural deterioration due to exposure to the elements. The existing broken or damaged creosoted timber mooring piling would be pulled and new steel piling driven in the same location. The new steel pilings will be equipped with plastic (HDPE) sleeves in order to provide protection from abrasion and prolong the pilings' serviceable life. The Port of Anacortes, as lead agency, has determined that this project is categorically exempt from SEPA review based on the criteria described in WAC 197-11-800 (3): Repair, remodeling and maintenance activities. The following activities shall be categorically exempt: the repair, remodeling, maintenance, or minor alteration of existing private or public structures,facilities or equipment, involving no material expansion of changes in use beyond that previously existing; except that, where undertaken wholly or in part on lands covered by water, only minor repair or replacement of structures may be exempt (examples include repair or replacement of piling, ramps,floats or mooring buoys, or minor repair, alteration, or replacement of docks.) an Stahl, SEPA Responsible Official Dat Iii) 0 :' fr; ::: 7-4, IN. ;‘,._A__ C i .; .. - TE m t Ew. z. a'4", �,x;3' v- ! : E • DATUM • ELEVATION DATUM FOR TH15 PROJECT IS 0.0 MEAN LOWER LOW WATER (MLLW) - TIDAL DATA PLANE—ANACORTES, GUEMES a ', — 's— — (FROM WASHINGTON DEPARTMENT OF ECOLOGY)NEL, SKAGIT COUNTY 'A t �� GUEMES CHANNEL HIGHEST RECORDED TIDE: ESTIMATED (EHW) 110 Ft. a CANADA �L p ° ' MEAN HIGHER HIGH WATER (MHHW) . .. . . . . 620 FL 0 1 U. S. A. �'b MEAN HIGH WATER (MHW) . 7.40 Ft. twf _ PROJECT LOCATION MEAN (HALF) TIDE LEVEL (MTL) . . sees . 5.00 Ft _e.,Ea xureo uxc /� MEAN SEA LEVEL (MSL 4.42 Ft. o BELLINGHAM _ 16 _-._ .-- MEAN LOW WATER MLW) . . . 2.60 FL 'A� .__��_�-____-----T_n•.. -. MEAN LOWER LOW WATER (Maw) . . . . . 0.0 Ft PB7 i �� lw �r.� LOCATION n �' LOWEST RECORDED TIDE: ESTIMATED (ELW) 4.50 Ft. PROJECT INNER eaecn uNc `�4 LOCATION PER 2 \- 9 — . i . — . . q S40 VICTORIA B. C a MOUNT VERNON wru&t1e A' ® 1011, LACONNER - _./ MARINE Sp, \ ✓ Clip 0'O ✓TAN DE FDGA �j- ����J TITLE NO l\v EVERETT a a o TITLE SHEET AND INDEX 1 DPXCTA am( I SITE PLAN 2 3A� J O PIER 2 PLAN 3 I PIER FENDERS 4 P ;'.. PIER FENDERS 5 a DOLPHIN MODIFICATIONS 6 BULLRAIL MODIFICATIONS 7 SEATTLE BULLRAIL MODIFICATIONS 8 MOORING BOLLARD/FENDER 9 /`r ITxe. ON St l LADDERS & PILES 10 U f WATER SYSTEM 11 o M >� GENERAL NOTES 12 PACIFIC I- TACOMA > o OCEAN ^� ,� l•� ITN St m 0 • 110T77g0 OLYMPIA oo� �. i�� z ABERDEEN fr I . / =S 1 ;R �d PORT OF ANACORTES pal.0 PIER 2 FENDERS ao LOCATION MAP VICINITY MAP EXPIRES ,2/,I/of ;I_ 0 5 10 20 40 60 0 100 200 400 600 Resigned: JDO /� \ ma 1 "u Rrere DRH Peratrovich, Nottingham & Drage, Inc. >Q Enineering Consultants 1 Cerrand: 811 First Avenue, Suite 280 Q3 Seattle, Washington, 08104 fe ProMat No.:98411.41 PH: (208) 824-1387 FAX: (208) 824-1388 a, ceO Perotrov,h. Nottingham& Drage, Inc (PN&D) is not responsible for safety programs, r- \ 4- Sheet1 1 / Sheet W� methods, procedures of operation, or the construction of the design shown on these Reu:JUNE,2000 TITLE SHEET & INDEX 1 at 12 ma &swinge Drawings ore for use on this project only and ore not intended for reuse without written approval from PN&D. Drawings are oleo not to be peed in any manner Sally. NOTED that would constitute a demmenl directly or indirectly to PN&D. \ l \ l \ J ii N i \ II. s \___-------- \ _sow \ GUEMES CHANNEL J N. 'WEST 2' DOLPHIN OE'WEST 1' DOLPHIN rL'EAST 3' DOLPHIN Q'EAST 2' DOLPHIN /// FEAST 1' DOLPHIN 100'± 77'± EDGE DOCK 462'± EDGE DOCK 128•± 183'± 149'}/ SUPPLY POWER TO PROVIDE POWER TO DEMOLISH TIMBER • �CATED NAVIGATION DEMOLISH TIMBER FENDER SYSTEM. EXISTING NAVIGATION /II\ DOLPHIN LIGHT INSTALL NEW FENDER UNITS ALONG LIGHT Q �,, `� FACE OF PIER. OUTER HARBOR ��' —'I- •E - I-- STEEL DOLPHIN , PIER 2 ��' DO NOT DISTURB I I �' _ ADD N W FENDER DE AID." MBER Et GE CO "ETE •- TO DOL CATWALK ��COORDINATE WITH UPLANDS WORK ■7 TIMBER DOLPHIN. AND FENDER, SEE DOLPHIN SEE DOLPHIN TO PROVIDE POWER FROM BUILDING �, DO NOT DISNRB MODIFlCATION SHEET. MODIFICATION SHEET P VI NE POWER RECEPTACLE EXISTING SANITARY OUTFAL OCATION ELECTRICAL SYSTEM. RO DE ' 0 \1H18 LOCATION SI ILAR TO BY it , I :I. ice NOT + 'DNS U '011 EXISTING POWER F REMOVABLE / SURVEY PR.' TO CONSTRU '/N. i LIGHT STANDARD. Q I OWNER WILL ALSO PERFORM DIVE RVEY I LONGSHORE I CHECK BEFORE AND AFTER CO UCT16.. A BUILDING 1 ' ')ANY PILE IN 10-F OF DIFF• ER SHAL ECU SAW AT IDLINE. PROVIDE POWER AS REQUIRED AL OTHERS SHALL BE PU D. ANY FOR WATER SUPPLY HOT BOX. )( • CONS TION DAMAGE SHAL :E REPAIRED SALVAGE NAVIGATION ASPHALT UPLAND COORDINATE WITH UPLAND I CONTRACTOR. LIGHT& MOUNT ON APPROACH PLANS.Q S \ CORNER OF DOCK a \ o \ / ELECTRICAL NOTES N o - EXISTING ELECTRICAL UTILITIES ARE PRESENT. THESE UTILITIES d. � \\�\ / SHALL BE REMOVED IN THEIR ENTIRETY. m %' ���\�-�$ ---2 - NEW CONDUIT AND CONDUCTORS SHALL BE SUPPLIED. CONDUIT CO w / SHALL BE SECURED TO CONCRETE DECK AND CAP BELOW DECK. a z QI - ALL ELECTRICAL WORK SHALL BE PERFORMED BY A QUALIFIED \ ELECTRICAL CONTRACTOR AS SHOWN ON DRAWINGS AND AS b O'� REQUIRED BY LOCAL CODES AND NATIONAL ELECTRICAL o / N \ CODE. z Eo PORT OF ANACORTES PIER 2 FENDERS ;To SITE PLAN co r ow.ma.d: JDOm 0 20 80 100 180 FT.-cc . 4 /6 nuwn: ORH �� Peratrovich, Nottingham & DraAer Inc. Wo �« \ Engineering Consultants >z G Checdn¢ 811 First Avenue, Suite 260 I— dam, Seattle, Washington, 98104 Q 3 Project lb.:98411.41 PH: (206) 624-1387 FAX: (2081 824-1388 K� I EXPIRES 12/I5/sbI W>i- Perotrovich.No[bngM1am & Dmge, no. PNhD( construction is t re ponsible for safety programs, / N / 'h ( ebect N reo methods, procedures of operation, or theof the design shown on these Data JUNE. 200Q SITE PLAN 2 a 12 Iua drawings. Drawings are for use on this project only and are not intended for reuse ma acidic NOTED A CHANGES MADE AFTER FABRICAl10N CONTRACT AWARD without uldtcon approvaleafrom en di Uy or also not to be used in any manner \ / that would constitute detriment directlyindirectly to PN&O. � / � � EXISTING LADDER DEMOLISH TIMBER FENDER SYSTEM, SEE BELOW. EXISTING MOORING CLEATS, EXISTING UTILITY BLOCKOUTS, . TYP. DO NOT DISTURB MODIFY AS DETAILED ON SHEET 8. PIER 2 1 EXISTING LADDER EXISTING PLAN 0 5 10 20 40 60 FT. 462.-8'. 42' 0" 40'-0" 40' 0" 40'-0" 40' 0" 42' 0" 40'-0" 39'-0" 42' 0" 39-0" 40'-0" 9'-4" 25'-0�. rti ID,-Q" I 10,_D,. 2r-Q° EXISTING LADDER ZE J r !" ■*�g a • po - 12' LONG SAWCUT TO REMOVE NEW MOORING BOLLARD/FENDER ASPHALT FOR BOLT INSTALLATION. INSTALL NEW LADDER 37-0 DEPTH AND WIDTH AS REQUIRED INSTALL NEW LADDER AT FENDER LOCATIONS. 8' LONG SAW CUT TO REMOVE NEW MOORING ASPHALT FOR BOLT INSTALLATION. 197-8 BOLLARD/FENDER DEPTH AND WIDTH AS REQUIRED LOADER AT BOLLARD LOCATIONS. PIER 2 DAP-OUT EXISTING I 1pi LADDER 'FENDER ATTACHMFNT POSITION LOCATE FENDER ATTACHMENT TO MISS EXISTING FENDER SYSTEM. MAINTAIN SAME DIMENSION THROUGHOUT. POSITION FLUSH W/TOP OF EXISTING RUBBER ENERGY NEW FENDER SPACING ABSORBER. 0 5 10 20 40 60 FT. DFMOLITION THRU-BOLT NEW FENDER ATTACHMENT TO BULLRAIL THE CONTRACTOR SHALL REMOVE ALL TIMBER PILES IN AREAS SHOWN ON THE EXISTING FENDER / PLANS. PILES SHALL BE PULLED WITH A VIBRATORY HAMMER SUITABLE FOR SYSTEM TO BE SAWCUT & REMOVE ASPHALT AS THAT TYPE OF OPERATION AND EQUIPPED WITH SUITABLE JAWS. PILES THAT EXISTING CONCRETE REMOVED NEEDED TO INSTALL FENDER CANNOT BE PULLED WITHOUT EXCESSIVE BREAKAGE MAY BE CUT OFF AT BULLRAIL ATTACHMENT BOLTS. FILL HOLE MUDLINE. WITH CONCRETE PER SPECIFICATIONS. NEW FENDER ALL DEBRIS MATERIAL FROM DEMOLITION, INCLUDING TIMBER PILES, RUBBER PILE SECURED w/U-BOLT PULL PILES ATTACHMENT * EXISTING THRU-BOLT BLOCKS, BOLTS, ASPHALT, MISCELLANEOUS STEEL, ETC. SHALL BECOME THE N 0 TO WALER, TYP. REMOVE RUBBER FENDER, ASPHALT SURFACE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. THRU-BOLTED FROM INSIDE EXISTING RUBBER ALL WASTE MATERIAL SHALL BE DISPOSED OF AT A LEGALLY APPROVED o REMOVE CHOCKS BULLRAIL THRU WALER. ENERGY ABSORBER ELEV. = +16 5± DISPOSAL SITE FOR THE TYPE OF DISPOSAL REQUIRED o CUT BOLTS AT BULLRAIL 12x16 TIMBER REMOVE WALERS FACE GALV. REPAIR CHOCK / EXPOSED BOLT ENDS ��I�� DECK PANEL oifl ��°/ Peratrov¢L,Nottingham 4 Dm Inc.(PN&D)is not be for safety ' W NDrage, responsible programs, J `. e90 P. methods,procedures of operation or the construction of the design shown an these _ 1 . ,. A �' drawings. Drawings ore for on this project only and ore not intended for reuse Z tr.n u II n CHOCK THRU—BOLTED , r.. "ro without wntten approval from MAD. Drawings are oleo not to be used in any manner 4 that would compute a detrimentoruse d or indirectly to PN&D. L 1 �II II II n u TO WALER �m l� /_� r/ hrt-ozo I� ill n II II d ill' u p�lflMl �I�Illr 'I�j � U-BOLT E AROUND �e 11111. lout. PORT OF ANACORTES PILE & INTO WALER PIER 2 FENDERS aQ AIM*0 8x16 TIMBER µ0 II II a I II II ma II II II I II II WALER oa tws JDO II II II I II II n as II II II I u II TIMBER FENDER IIIPILE CAP / °_ PILE • j orrwh DRH ) Peratrovich, Nottingham & Drage, Inc. FQ CONCRETE PILE J / Engineering Consultants Chocked: 811 First Avenue, Suite 280 CROSS SECTION Seattle,120 ) . 8 98104 FAX: a 3 v.aT.at xa:88411.41 PH: 624-1387 FAX: 1208) 824-7388 w� PIER 2 DECK CONCRETE BULLRAIL, >H- EXISTING DO NOT DISTURB Mint N_a FENDER SYSTEM oats JUNE. 2000 `tale: NOTED J PIER 2 PLAN 3 er 12 l Q PIPE Q PIPE UHMW RUBSTRIP EXTEND STIFFENER TO Q SLEEVE ill'A Q SLEEVE SUPPORT TOP PLATE. 14'-0" 1/2"t COVER PLATE WALER 1 Co x 4-1/2" DEEP COUNTERSINK IN RUBBER PIER 2 BULLRAIL r PIPE PINTEL. 4 8" 2 4 SYMM 2 4" 4 8 UHMW RUBSTRIP FACING PIER 2 PIPE PINTEL 3/4"t TOP PLATE ATTACFENDE HMENT AT PINTEL LOCATIONS. 1"t INTERNAL BACKED W/STEEL PLATE, STIFFENER BEARING PLATE SLOPE SEAWARD SIDE BOTTOM OF PLATE 30' (2 TOTAL) OF SLEEVE AS SHOWN AT WALER 1. ELEV +16 5 -"r�FP% .a I LLF Q PIPE Q PIPE �," w m oa II R T I� y ®� I�.I s. ;� 3�a I 1 -j 7 F s y 1� '+1. 'XY _ - I� 1, Es I I CLAMP aitaics, TYPE II FENDER {r A ,3*' ' - ' - ` I <"' cc RUBBER ENERGY i 1 D y. g k° pie` a t -L.F, \ itIo ,5 — a ABSORBER -'I _ -_ a r' 3 8 BEARING PLATE _ a n o - I r -�qL 3ti ' e TO SLEEVE, TYP. "i 3 �, TYPE I FENDER a CLAMP `w .p 1 *�' r *x ' 'l Cep - "• N LIFTING EYE, TYP. I I I I HDPE, TYP. 3w -.j t - ,.E N6z �' T-+s aTII74 WALER 1 WALER 2 O.D. x 8RUERRGY ABSRWALER 3 LL 4'-1/2" CLEAR TYP 1"t STIFFENER, TYP. TOP & HOPE BOTTOM OF WALER 1, CENTERED I BEHIND KEEPER PLATE. 20"0 x 1/2"t�aJ Ci PLAN-TYPICAL FENDER INTERIOR PIPE, TYP PIPE SLEEVE '? INTERIOR PIPE TO \ I M ) D ----®' TOP PIPE SLEEVE b WALER FLANGE, TYP./ BOTTOM OF BEARING PLATE CC) 20'-0" HOPE SLEEVE OVER 1"t PLATE FLG & WEB TO PIPE. TYP. SEE GENERAL �► SLEEVE, TYP. /� �\ . j� s/NOTES FOR SIZE REQ'MNTS. 2"m HOLE WALER 1 & 2 Lu o_o R=3" 1-1/2"0 DRAIN HOLES 3/4"t FLANGE PIPE cc 1.5 l (3 TOTAL) PLATE SLEEVE L wa /� /� 1 1=- 1 • 1 CLR TYP _ o o`ce� WALER 4 5/16 a mm3 MIIIIIIIIIIIIM&O —* INTERIOR STIFFENER l� —I -T=�---ate .•_.;.. ...,.".,,_n II —` / SIDE PLATE , (2 TOTAL) LIFTING EYE 1/2 V \PIPE SLEEVE, TYP. / UHMW RUBSTRIP WALER 3 & 4 WALER 4 3/4" WEB PLATE CUT 3 4"t FACE INTERIOR STIFFENER BOTTOM & TOP PLATE PIPE SLEEVE TO FIT SLEEVES PLATE Its ^ CENTERED BELOW o -I W MI <TO PIPE SLEEVE, TYP. 5/16 FACE PLATE / /11 INTERIOR PIPE, TYP. WALERS 3 & 4 5/16� iOPSLEEVE, 1, f Cs 20"0 x 0.500"t EXTERIOR 'PIPE SLEEVE, TYP. 3D' PLAN-WALER 2 BOTTOM PIPE\ c0 SLEEVE 'i' „ o BOTTOM PIPE \' :Y 18"0 x 0.500"t x 85' NOTE: y: PIPE SLEEVE LONG FENDER PIN ANGLE CUT END RUBBER ENERGY ABSORBER MUST BE HELD BY CLAMPS IN A POSITION CENTERED ON SUPPORTS PILES, TYP. OF SLEEVES, TYP. AND WALERS. BOLTS FOR CLAMPS SHALL HAVE LONG THREAD LENGTHS CAPABLE OF TIGHTENING a UNTIL RUBBER IS DEFORMED AROUND CLAMPS AS APPROVED BY THE ENGINEER BOLTS SHALL co2' OFFSET AT m �—., NOTE' EXISTING MUDUNE NOM*,, BE TIGHTENED IN AN ALTERNATING SEQUENCE SUCH THAT THE CLAMP IS EVENLY TIGHT IN FINAL I EXISTING !�^� WELD ALL COMPONENTS WITH 5/16" ® MUDUNE APPROX• . EL. —35' �cF4, v POSITION. AFTER TIGHTENING, A NYLOCK NUT SHALL BE INSTALLED AGAINST THE FIRST NUT. FILLET WELDS ALL AROUND OR r A.■ _/ MUDUNE EQUIVALENT. SEAL WELD ALL ' IN 7q JOINTS UNLESS OTHERWISE NOTED. zo ,gNAL% PORT OF ANACORTES PIER 2 FENDERS 4-m - - EXPIRES 12/16/q' m 1 ems- Designs* JDO mU m 3ri: TYPICAL APF INSIDE FLANGED CUTTING SECTION A-A Dh.aN� /��tuz 811 EngineeringPera 3 Nottingham &1Deage, Inc. -= Draws DRH 0 as Seattle, Washington, 98104 SHOE. INSTALL PER MANUFACTURERS Preset No.:98411.41 PH: 1208) 82 FAX: 1 1 to FENDER ELEVATION RECOMMENDATIONS. rc~p Peratrov¢b,Nottingham& Droge, Inc. (PN&D) is net responsible for safety programs, / \ BNwt Nd methods, procedures of operation, or the construction of the design shown on these Dab: JUNE. 2000 PIER FENDERS dremngs. Drawings are for a on this project only and ore not Intended for reuse without written approval from PN&D Drawings ore also not to be used in any manner Scale NOTED 4 or 12 that would constitute a detriment directly or indirectly to PN&D • SYMM. ABOUT I 1"t FRONT STIFFENER FENDER /16 r 2 TOP FLT-0" R TO TOP, BOTTOM 5 PLATE `/PIPE TO AND SIDES TYP. ALL y/161/ `pLgTE TYp, STIFFENER FL JOINTS f� \ 3/4"x12" FLANGE PLATE 1"t SIDE \\/ 3 1/2" 4" 1'-1" 1'-1" P-1" 1'-1" 1'-1" 1'-i" 3" PLATE 1"t x 8" x 8° �' 3/4" WEB PLATE, 1p KEEPER PLATE, CUT TO FIT BETWEEN 1-1 (4 TOTAL) Al EXTERIOR PIPE SLEEVES o FACER • . \\\\ 3"0 SW. PIPE STIFFENER CUT UHMW TO M f1"t BASE PLATE x 4" LONG TO TOP 5 i6 MATCH PIPE „ •-- 0 0 a 0 0 0 ' AND SIDES / al SLOPED EDGE. PLAN 3/a r SYMM. ABOUT co HEX HEAD BOLT PLATE 5'-9 i/4" PH ATTACHMENT, TYP. [Pi SECTION—WALER 1 " SEE UHMW jCONNECTION. 1 HOLES IN BASE PLATE. 7 3/4" 4'-3" CLEAR 7 3/4" BASE NOT TO SCALE I c 1-1/8"0 FOR 1"0 BOLTS. PLATE r on 2^ p^ 10-1/4" 3/4"x12" FLANGE on 2 7/8" 2 7/8"IN PLATE SIDE PLATE o 0 0 o FRONT PLATE 3/4" WEB PLATE, n (4 TOTAL) CUT TO FIT BETWEEN '� Ni o o 0 ° EXTERIOR PIPE SLEEVES la I nI I° °I I° �, Q ______±IL. I °1 _ TIGHT FIT 00 '� ° 0 ° p d, a' I o I °' FACER STUD ATTACHMENT, TYP. 1" CHAMFER J BETWEEN SECTIONS • I I \ I SEE UHMW CONNECTION. ALL EDGES, TYP. HOLES IN FRONT PLATE 5 1/2" 2'-1 i/z" 3"0 PIPE PINTEL 1-3/4"t 100% UHMW TO MATCH TYPE II FENDER SIDE VIEW 3/e POLYETHYLENE RUBSTRIP HOLES FOR CLAMP E1''0 BOLT5.S. 0 SECTION—WALER 2 UHMW LAYOUT ELEVATION NOT TO SCALE 3/4" TOP & BOT FL 9/16"0 HOLE DRILLED 1/2"e THREADED STUD W/ FENDER ATTACHMENT BETWEEN EXTERIOR 1'-8 3/4" FACER IN UHMW W/ 2"0x1" NYLOCK & CUT WASHER, GALV. PIPE SLEEVES / COUNTERBORE. AT LOCATIONS INDICATED +) 1 + 1/2 1/2"0 A307 THROUGH BOLT 4'-3" CLEAR 4'-0 1/2" CLEAR \ w/ NYLOCK & WASHER, GALV. EMI - " , INTERIOR AT LOCATIONS INDICATED I° CLR. STIFFENER 1" CLR. 5 16 r STIFFENER TO 1 2�Q /-PLATE — /-PLATENER _ 14 0" it m - ��1 BOT. AND SIDES ♦ .:h':.i}="c?<Pa'-`F , ,'.�s • ° / o w o i- 1 -I ° N DO o o °co L J o UHMW CONNECTION SIDE R TO z" z" z" z 7/6° TOP P & BOT 1/z 1/2 _ 1-1/8% HOLESNOTE: 1-1/8"0 HOLES FOR 1"0 BOLTS, TYP. WELD ALL COMPONENTS WITH 5 16" FILLET WELDS ALL FOR 1"0 BOLTS, TYP. INTERIOR PIPEIP 3/4" R INTERIOR AROUND OR EQUIVALENT. SEAL WELD ALL JOINTS STIFFENER (2 TOTAL) PIPE TO B Pc 18"0 x 500't UNLESS OTHERWISE NOTED. ANGLE PIPE A SECTION—WALER 3 NOT TO SCALE L8x8x1 B PIPE TO \ / /„ ANGLE / \ INTERIOR PIPE L8x8x1" .- 'wt;1.y' soTT.Q N -xc:ra r g A BTWN EXTERIOR T R w. r. 3 Pc 18'0 x .500"t o�;,• fit%Vf • PIPE TYPE I TYPE II PIPE SLEEVES . �'n o FENDER CLAMP FENDER CLAMP \ h m (TOTAL OF 28 REQUIRED) (TOTAL OF 24 REQUIRED) +� �-{- , 8 NAL L 3 \ •0 6to z , PLATE TO PIPE - =��_ 14-0 EXPIRES 12/16/.1 /16 SIDES ONLY, TYP SIDE xP_, TIP. 7a _ _ PORT OF ANACORTES SIDE Ft TO 0 3/4"t x 4" PLATE L8x8x1° TOP & BOT 'Coo STIFFENER. �� , , 1/2 3/4" R INTERIOR PIER 2 FENDERS v R .TYP V-9 1/2" STIFFENER (2 TOTAL) 03 Pc 18"e PIPE TYP INTERIOR co--ai Pc 18°0 PIPE STIFFENER TO 5 i6 w•med. )y0 / ma 3/4"t x 4° PLATE L8x8x1" TOP AND SIDES / Peratrovich, Nottingham & Drage, Inc. °-'= STIFFENER. Dean DRH wiz Engineering Consultants Fa Checked: 811 First Avenue, Suite 260 3 SECTION—WALER 4 Seattle, Washington, 98104 % PLATE TO PIPE 8 -i NOT TO SCALE Project No.:88411.41 PH: 1206) 824-1387 FAX: (2061 824-1388 to 8" 5/16 SIDES ONLY, TYR >4- (Pra etrodct,,Nottingham&Drage.Inc (PN&D) is not responsible for safety programs, ( " ( someN, me �d�, pm eda a M ope on,or the can mono of the design s awn on theseUNe 200o PIER FENDERS 5 of 12 n, drawings. Drawings ore for use on this project ony and ore not intended for re SECTION A—A SECTION B—B without wntten approval from PN&D. Drawings are also not to be used in any mean rada NOTED D in that would constitute a detriment directy or indirectly to MD.. \ s. 1 h. / 1 • 1"x8"x8" (5) 1-1/2"0 DRAIN / /KEEPER PLATES /PIPE TO EXISTING 32" O.D. x 16" I.D. x 3'-6" KEEPER PLATES HOLES, TYP/ \ \TO FLANGE, TYP. — p/16V \PLATE• T7P. LONG CYLINDRICAL RUBBER FENDERS (2). NEW W14 FENDER DOLPHIN MODIFICATIONS: - ° 3'-9" CLEAR PRIME 4"0 x 4-1/2" DEEP HOLES IN ATTACHMENT REMOVE THREADED STUDS AND KEEPER !// 1" CLR. STIFFENER RUBBER FENDERS FOR NEW PIPE PINTELS. PLATES. GRIND SMOOTH AND GALV. PLATE REPAIR EXPOSED SURFACES. DRILL KEEPER PLATES NOT SHOWN HOLES IN DOLPHIN PERIMETER PLATE TO `V FOR CLARITY MATCH HOLE PATTERN IN FENDER 0 0 ATTATCHMENT ASSEMBLY. w, 11=15 ^ EXISTING FENDER UNIT. INSTALLIL- �4w04pra`*44.„wet. NEW 3"0 PIPE PINTELS, TYPICAL =It`,`^ZON" DOLPHIN 2" I 2" YXXXX� .e.. SEW 1"t INTERIOR PLATE I TO ALL OTHER PINTELS. /'' a 7a• f 1 STIFFENER, FULL W14x82 1-3/8"0 HOLES 3 18} tl DEPTH OF W14 PLAN FOR 1-1/4'0 qF IE:iatf1' : , s BOLTS, TYP. / !, BOLT FENDER ATTACHMENT • INSTALL 1-1 2"t U.H.M.W. I TO DOLPHIN w/ 1'0 A325 POLYETHYLENE RUBSTRIP "� BOLTS. TIGHTEN PER AISC SYMM. ABOUT PIPE TO MATERIAL OVER TIMBER FACE. '.;% - REQUIREMENTS. Q DOLPHIN & ANGLE TOTAL OF (12) 4'x 6' PANELS /-i r Q FENDER Q PLATE A ATTACHED AT 1' O.C, MAXIMUM !.j INTERIOR STIFFENER PLATES 5•_4+ Y-0 5/8" 3'-7 1/4" PLATE �� OVER ENTIRE SURFACE. CSK ;2i%�; HOLES (1/4" CLEAR) AND m CHAMFER EDGES USE 1/2"0 �.",--.7 REPLACE EXISTING FENDER CLAMPS w/ it 1/2" HOLES 3'_0 1/2" OL HOLES 3 3/4" 3'0 x 4" LONG STD. 3 3/4" "y k' x 6" LONG GALVANIZED STEEL '� TYPE III FENDER CLAMPS. RE-DRILL PIPE PWTEL, TYP. � L8x6x1" A LAG SCREWS WITH WASHERS. / HOLES TO MATCH FENDER CLAMP HOLES. N 2�_ 2" z a CC ATTATCH w/ 1-1/4"0x 9° LONG BOLTS i PER FENDERECLAMPTIBOLTS.ONS TYPICAL N 0 O iv x PIPE6 0 IF v ry w sQD"t FENDER EC III LAMP PULL AND REPLACE FENDER `° 1'_9 1/8. (TOTAL OF 4 REQUIRED) PIN PILES FOR NEW HOLES IN FENDER SIDE QPIPE HOLES IN DOLPHIN SIDE 1-3/8"0 FOR 1-1/4"0 FENDER OFFSET 1-1/8'0 FOR 1"0 BOLTS, FENDER CLAMP BOLTS, 3'-6 1/2" CLEAR TYP TYP. ELEVATION f L8x6x1" 'EAST 2' DOLPHIN & 3/4"t x 4" PLATE FENDER MODIFICATIONS 'EAST 2' DOLPHIN STIFFENER Pc 16"0 PIPE FENDER ATTACHMENT 1"x8"x8' KEEPER PLATES DOLPHIN MODIFICATIONS: — KEEPER PLATES e PIPE TO 6' KEEPER PLATES NOT DRILL HOLES IN DOLPHIN PERIMETER (3) 1-1/2"0 DRAIN 1"t FRONT SHOWN FOR CLARITY PLATE TO MATCH HOLE PATTERN IN HOLES, Ti? FLANGE I _ TO FLANGE, TYP. 5/16V PLATE, TYP. FENDER ATTACHMENT BASE PLATE. PLATE TO PIPE TYPE I FENDER CLAMPS 5/16 SIDES ONLY, TYP. I . /,eis,�� - .� DOLPHIN �I I I 1 ill ® to, SECTION A-A lPA --a ? _ S• 6"x4 1/2"x 1"t INTERIOR 6 7/8" 1�1 iii It 1"t WEB --� �1 q n PLATE STIFFENERS, BOTH n; / ffi { AJSZ3i1� PLATE SIDES OF WEB. 5'-1 1/4" mr I- i; riff) (_/ NOTE: 1"t ATTACHMENT /[ r WELDALLCOMPONENTSWITH 5/16" FILLET WEIRS ALL FENDER CLAMP BOLTS 0 .c*i , '" 1jSAME AS PIER FENDER ! " z�' FLANGE PLAN AROUNDOREQUIVALENT. SEAL WELDALL JOINTS - .>r.., BOLT FENDER ATTACHMENT TO • I UNLESS OTHERWISE NOTED. 0 DOLPHIN w/ 1"0 A325 BOLTS. SYMM. ABOUT ` ( 3 TIGHTEN PER AISC REQUIREMENTS Q PLATE 0 5'-9 1/2" EXPIRES f2/fs/a1 o NEW FENDER UNIT, SAME AS PIER FENDER -- -- HOLES IN FRONT FLANGE, 4 3/8" 4'-0 1/2° 9 1/4" i FENDER ATTACHMENT 1-1/8"0 FOR 1"0 CLAMP Peruhovich. Nottingham&Drage. Inc. (PN&D) is not responsible for safety programs. m f__.--_._._ BOLTS, Ti?. 1"t WEB I CLEAR 2 7/8" methods, procedures of operation.or the construction of the design shown on these m PLATE drawings. Drawings are for use on this project only and ore not intended for reuse _r 2'-O I/4" without written approval from PN&D. Drawings are lac not to be used in any manner TYPE I FENDER CLAMPS w - that would constitute a detriment directly or indirectly to PN&D. N. m a: - , M PORT OF ANACORTES o _ _ ___ _ ao ,., RUBBER FENDER, SAME I _ In _ 0` 0o _ O' _ 1 PIER 2 FENDERS .cm AS PIER FENDERS. d-o 7;.c 1'-9 1/2" 3"0 x 4" LONG � A JDO o3 HOLES IN ATTACHMENT _43_ ijj" STD. PIPE PINTEL A FLANGEIll , 1-I/8"0 CLEAR IV Peratrovich, Nottingham & Drage, Inc. m a FOR 1°0 BOLTS, TIP. ELEVATION onion DRH wz Engineering Consultants >a awoke. 811 First Avenue, Suite 260 r_ Seattle, Washington, 98104 ?3 'EAST 1' DOLPHIN Protect No.:98411,41 PH: (206) 824-1387 FAX: (206) 624-1388 'E w� 'EAST 1' DOLPHIN FENDER ATTACHMENT a, JUNE, 2000 " 81Nst NEW FENDER sew: NOTED ( DOLPHIN MODIFICATIONS 6 of 12 NOTE: FENDER AND LADDERS NOT SHOWN FOR CLARITY. E-E 53B--B6" E-pE 4Bp-B1" D--D 1B9•-Bt'• E-E„1-B1�5D'--D� 7B4-B7" D-1D1 E'--E gFp-_Fp^ 32B-1B1" D-D EE-E 2B6-B1" D--DI 3B0'--B5° E--E� 5B6-•_B 0" 3E-_E a � \ 4„ 1 1 i Y 8-B G-G G-G B-B Y U ` / ADDITIONAL MODIFICATIONS TO BULLRAIL • I TYPE G-G AT BOLLARD LOCATION. DEMO & a { a SEE DETAIL THIS SHEET AND BOLLARD RECAST a n <1 SHEET, TYP. 2 PLACES. ---- CLEAT, TYP. 30. ___ I t E-E m BEND THESE ROWS OF 12^ LOADER PAD THIS AREA. BARS TO FIT INTO NEW co 53' " SEE CIVIL DRAWINGS BULLRAIL SECTION col C-C \ 0 57 C-C LEGEND PLAN TYPE DIMENSIONS SHOWN APPROXIMATE, FIELD VERIFY. A-A MODIFIED BULLRAIL - SIDE FACE B-B MODIFIED BULLRAIL - FRONT FACE C-C MODIFIED BULLRAIL - TRANSITION D-D MODIFIED BULLRAIL - UTILITY BLOCKOUT LOCATIONS E-E MODIFIED BULLRAIL - CLEAT LOCATIONS F-F LOADER DAP-OUT G-G MODIFIED BULLRAIL - CLEAT LOCATIONS QS CONT. BARS 1'-3"t 10" f'-1 NEW CONCRETE THRU 2" 'at to, TH SECTION A-A 1'-9„t & C-C 18" LAP, MIN. CHIP & ROUGHEN d'S BENT BARS. PROVIDE #5 BENT BARS. PROVIDE 0 b I EXISTING CONCRETE PAIRS AT 15" O.C. CHIP & ROUGHEN PAIRS AT 15" O.C. EL. 17.5' - 0 EXISTING CONCRETE 1 HEIGHT TO MATCH EL 175 5 CONT. BARS, 18" EL. 17.5" 1 ADJACENT BULLRAIL _ w'."_4rRsy '"i # ��;-; _ -- - #5 CONT. BARS, 5 5 BENT BARS 5 BENT BARS. PROVIDE LAP, MIN. <z-q- EV # # """ `` s'�esz>„„xa _..., 18" LAP, MIN. . EVENLY SPACED PAIRS AT 15" O.C. TOP OF EXIST. 0:*e a'- TOP OF EXIST. .e '/ ACROSS GAP.BULLRAIL Al #5 CONT. BARS, 18" DRILL & EPDXY 6" BULLRAIL "'" ORILL & EPO%Y 6" e',wiTOP OF EXIST, j 1SAW CUT AT jMIN. DEPTH. T MIN. DEPTH. freCrk: �,.-', (2) #5 BARS, BULLRAIL LAP, MIN. SAW CUT AT b - �. - x1s, 4'-0" LONG ASPHALT SURFACE EXIST. RADIUS �� EXIST, RADIUS III I. (2) #5 BARS, / f r ELEV. _ +76.5't POINT ((.. POINT , (I PIER 2 DECK 8'-0" LONG x) -- =rA,z -_.�• - q� (( PIER 2 DECK )1( ="L ;� i.I I - 1 , PIER 2 DECK ' b 'qI 6 dl SAW CUT i" r (l SAW CUT PIER 2 DECK CHIP & ROUGHEN I I EXISTING CONCRETE CHIP & ROUGHEN ` EXISTING CONCRETE DRILL & EPDXY 12" DRILL & EPDXY 6" MIN. DEPTH. MIN. DEPTH. o BULLRAIL A-A BULLRAIL B-B BULLRAIL C-C BULLRAIL G-G o SECTION SECTION SECTION SECTION 0 co • co o o� NOTE: �9jgNdL�G� PORT OF ANACORTES, * PROVIDE 2-1/2" CONCRETE COVER, TYP. D „ s PIRES � , ,, PIER 2 FENDERS m0 " PROVIDE 2" RADIUS ALONG EDGES %t° EXCEPT UNDER SEAWARD SIDE OF NEW D.ue:.e: JDO ma LADDERS. PROVIDE SQUARE EDGE. " CHIP & ROUGHEN EXISTING SURFACES AS Drawn: DRH Peratrovich, Nottingham & Drage, Inc. ?Qv INDICATED. REMOVE 1/2" TO 1" DEPTH. /a 'wEngineering Consultants 1- .-- * SAW CUT STRAIGHT EDGE 1" MIN DEPTH Dn.ae.th 811 First Avenue, Suite 260 a3 PRIOR TO CHIPPING ON EXPOSED SIDES. Seattle, Washington, 98104 Fe::: tnwleNt tro.:98411.41 PH: (208) 824-1987 FAX: (206) 824-1388 w >- I �J Peratrovich,Nottingham &Drage. Inc. (PNkD) is not responsible for safety programs, / Sheet inn_ methods, procedures of operason, or the construction of the design shown on these OstenJUNE, 2000 BULLRAIL MODIFICATIONS drawings. Drawings are far use on this project any and am not intended for re 1 CHANGES MADE AFTER FABRICATION CONTRACT AWARD without wntten approval from PNkD, Drawings are also not to be used inony manner Seale NOTED 7 m 12 that would constitute a detriment directly or indirectly to PN&D. DRILL & EPDXY 6" MIN. DEPTH, 1/2"0 in 4" LONG STUDS fL EXISTING CLEAT TYP. 24" 24" MODIFIED CONCRETE (2) 45 CONT. BARS (4) 5 BENT BARS NEW UTILITY q5 BARS, (/5 CONT. BARS w/BEND. BULLRAIL (WP.) L2x2x1/4" FRAME, 18" LAP, MIN. \ BLOCKOUT, TYP. 5-5" LONG 18" LAP MIN. i6" CAST IN WITH STUDS.Tom— H * 11111,1WINIMPIAI� /W�1 — AU. STEEL n o 3" CLR DEMOLISHROMEXISTING UTILITY BOX. I�.IlI. ^MI NMIIIMII TYP. - - - �. � n �IIIII� galla ski fir$ � `� ��$ ���.,. 5> Ey"5�v{ ��k" Mal MI : . .._. _____a tea. k - ; r ya ^, a5 1 '° .If !I1 rIr IFM rtiw liiii * t, fl — i - a7 s a—=��—�— H5 BENT BARSr�,r-7,x !Fig iI II _ :� InnEA, x t4} I I 6" 10-1/2° 10-1/2" 6" 67Iaii {q EXISTING UTILITY CHASE BELOW BEND DOWN END OF (3) CONT. BARS & EPDXY F 6" MIN. DEPTH, TYP. BULLRAIL D—D BULLRAIL E—E H BULLRAIL D—D PLAN ELEVATION ELEVATION NO MODIFICATIONS AT CLEAT 1 LOCATIONS REQUIRED 6-1/2" i 1 (2) p5 CONT. BARS. LhJ1 HS BENT BARS AT . 1 (4) g5 BENT BARS. 1-Y"f 12" O.C., TYP. SEE BULLRAIL D-D PLAN 72" 11 F FOR LOCATIONS. (5) p5 BARS, (HORIZ) . C BULLRAIL O O PLAN (6) #9 CONT BARS, 1 FOR DETAILS & LOCATION. DEMOLISH EXISTING CONCRETE AND REBAR AS SHOWN. 36" LAP MIN CUT EXISTING BENT BARS AS SHOWN TO CAST INTO 1/2"0 x 4" LONG STUDS NEW BULLRAIL. BEND E%ISTING y9 BARS AS SHOWN IN 1` VERIFY/COORDINATE OPENING SIZE W/ CHIP & ROUGHEN WELDED CJP AT 45' DETAIL ON SHEET 7 FOR LAP SPLICES AND CASTING MECHANICAL PRIOR TO CONSTRUCTION SUBMIT EXISTING SURFACE�\ _ j,j FROM CORNER OF L2x2 N \1 INTO NEW BULLRAIL. DETAILS FOR REVIEW. /�• �` DEMOLISH & REMOVE ALL STEEL 1 EXIST. ASPHALT SURFACE I 6- 1 , FROM EXISTING UTILITY BOX. T= REPLACED W/ CONCRETE 3 II._i EXISTING ASPHALT 44.A 2 'III I PROVIDE #4 BARS AT SAW CUT �,L,l-. II ' SURFACE < G %lEL. +16.St 18" O.C. TO BE CAST 9 - ' EL. +16.5± f I INTO NEW DECK SLAB. DRILL & EPDXY "1�-°' -L SEE CIVIL DRAWINGS. oa 6" MIN. DEPTH I, JI to n� NOT/p Peratrovmn Nottingham & Drage.Inc. (PN&D)'s not responsible for safety programs i m J • I I . 01M�! oO Q methods, procedures of operation. or the consWatlan of the design shown on these a 1 - 11 , : � "' .a�% `y dmMng. Drawings are for u on this project only and are not mended for muse z 1 _ I(' 0 TOP OF DECK PANEL _ _ r f i without written l from use Drawingsre also not to be used in L 71 - 0001 . . I I E. /,o that would constitute a detnment drectty or indirectly to PN&D any manner zo II •Ili i' --- d DECK PANEL _,9oNLg.��R° PORT OF ANACORTES , aQ 'I� SAW CUT / IP II ► EMPIRES , „e/cf . PIER 2 FENDERS m ////// / 1I CHIP & ROUGHEN a CAST-IN 1-1/4"0 STD PIPEwawa.* JDO mu EXISTING CONCRETE Oil. SLEEVES FOR NEW FENDER mi (3) #5 BARS, 2'-10" LONG. ATTACHMENT Draw: DRH p� Peratrovich, Nottingham & Drage, Inc. >a DRILL & EPDXY 12" I_YEngineering Consultants 260 ¢ MIN. DEPTH c a SeeNle,8111W ehingtonAvenue, u198104 w- BULLRAIL D—D BULLRAIL F-F project No.:98411.41 PH: 1206) 624-1387 FAX: 1206) 624-1388 1 >, SECTION H—H SECTION a D t JUNE. 2000 , Must m (we: NOTED BULLRAIL MODIFICATIONS 8 of 12 l \ 1/2"t TOP PLATE 1/2"t TOP PLATE 6"0 X-STRONG, PIPE D 1-1/8"0 HOLE A� 1HRU BOLLARD BOLLARD OR 1"0 THRU BOLT, ALLOW ADDITIONAL LENGTH GUSSET PLATE, TYP. IL BRACE ASSEMBLY TAP. FOR CUT-OFF AND FIELD /GUSSET TO SEAL WELD REMOVE EXISTING BALLAST FABRICATION Be I/4"t END PLATE, CE SYM. 1, 5 i6 PLATES, Ti? 5/16w GRIND SMOOTH TO INSTALL BRACE TOP OF MODIFIED 1111. Type SEAL WELD ALL CL rE 8 , 8 " 22 / AROUND 9" 11" 1'-10" 1'-3" 2 ' 6'0 X-STRONG _ _ ASSEMBLY. FILL WI CONCRETE BULLRAIL -.__._-_ 1-1f8"0 HOLE PIPE MODIFIED CONCRETE CONCRETE PER PIPE TO ,e m I— (u7 WELD AFTER INSTALL FOR i" ANCHOR BULLRAIL BEYOND SPECIFICATIONS REMOVE CONCRETE AND BOLLARD g 16� - WELD BOLLARD, TIP. t BOLT, TYP. L an B"0 STD. PIPE B AFTER BOLTS SET. BEND LONGITUDINAL_ / LIII) I! _ PLATE BULLRAIL REBAR W/ 8 S D PIPE HRUw h GUSSET 90' HOOK, TYP. i' BOLLARD w/ 90' -13 0 \ ELBOWS, TYP. I ± + :: DECK PLATE, 1• INSTALL FLUSH —� �� 3.: ASPHALT SURFACE ASPHALT SURFACE I— �`" ASPHALT SURFACE 7 SPACES ® 17" 32 5/16 @ - ELEV. _ +16.5'} I I_-- _ —�_ ELEV. _ +16.5} c. Q 'Ti?. / 1, ifilr_lp744 —_— 7O" 5 " Cr— SEE E ASSEMBLY, 4SEE DETAIL Oo `00 ~C• 1 �' 4 1• p DECKPLATE,SEEDETAIL SEE BULLRAIL ATTACHMENT - TOP OF DECK PANEL MIN. Qp C, © MODIFICATIONS SHL D ASSEMBLY, a _ii_ ELEV. = +15'2 _ —I— SEE DETAIL NOTE. ALL STEEL PLATE TO BE 1"t DECK PANEL ATTACHMENT BRACE ASSEMBLY SECTION E—E FIELD DRILL ASSEMBLY, 1 1/8"0 HOLE r. SEE DETAIL THRU CONCRETE T-O" FOR 1"0 A325 CONCRETE THRU BOLTS PILE CAP ROUND TOP EDGE W/ imillim DECK PANEL \R=1/4", PIER SIDE ONLY. HILTI HVA ADHESIVE SYSTEM 1/2"t STEEL RO" 0 SUPER HAS ANCHOR o�� \ PLATE RODE ILTI E MMEN).D IONS CONCRETE 9\'F PER HILTI RECOMMENDATIONS 8 1/Ai,ONS ONLY. PILE CAP RADIUS CORNERS A EMBED DEPTH = 8 1/4, Ti?. TO MATCH PIPE VE PORTION'OF Q BOLLARD a VIEW A—A RAIL, TY?. VI T-10" CONREMCRETE ETE BULLRAIL c.ATTACHMENT PLATE ASPHALT SURFACE REMOVE PORTION OF CONCRETE BULLRAIL 20'-0" HOPE PILE SLEEVE SUPPORT DECK PLATE SEE GENERAL NOTES FOR 5/16r PLATE SIZE REQUIREMENTS, TYP. 1/4"t END E SEAL WELD 1/2"t x 6" SUPPORT ALL AROUND PLATE BETWEEN PIPE & D DECK PLATE (4 LOCATIONS) f, -II STEEL STOP PLATErt 5 2 1 5 MAY x BE 18"INISTALLED IN/2 OD 4 8 82" 10" 10" 82" 8;" 4" 4" 4 \ PIECES, TYP. iI- OAP BETWEEN DECK PLATE 1"t STEEL CONCRETE BULLRAIL � � PLATE y.5/16 l STOP PLATE 'lir AND CONCRETE BULLRAIL of 4'y 3/8 18 5/16 \.TO PILE B.TO PIPE\ / 3 FROM TOP 5/16Ir DECK PLATE, RADIUS CORNERS TO SEE DETAIL FIELD DRILL MATCH PIPE RAIL It PLATE SECTION B—B I 1/B"0 HOLE 1:BOLLARD FOR i"0 THRU CL ATTACHMENT PLATE 18'0 x .SOD"t x 90' LONG TOP OF DECK NOTE. BRACE ASSEMBLY NOT SHOWN BOLT. TYP. STEEL PIPE PILE PANEL SEE ELEVATION FOR D e BRACE ASSEMBLY ATTACHMENT, it TYP. VIEW D—D II , suilin o APF OPEN INSIDE FLANGED 70P OF ASPHALT ' ATTACHMENT ASSEMBLY CUTTING SHOE OR APPROVED EQUAL, SURFACE a INSTALL PER MANUFACTURER'S \/�tlm fYp al co RECOMMENDATION, TYP. koi oI '�� r _ i �Y z - IS' PORT OF ANACORTES o 1111. ItPINP514(+E/.(11.0 PIER 2 FENDERS ELEVATION _ � Twe m a Peratrovich, Nottingham & Drage, Inc. ma Drawn: DRH Engineering Consultants x ATTACHMENT ASSEMBLYV 9 u i± CONCRETE BULLRAIL Chocked: E First Avenue, Son Consultants az Seattle, Washington, 98104 3PH: 12031824-1387 FAX: 12081824-1388 HOPE PIPE SLEEVE, nmlwt NA:98411.41 4-_ IE TO PIPE\\ BELOWTA c PeroUoeich,Nomnghom&Drage.Inc. (RIND) is not responsible for safe ro mme, FROM TOP/1/2 ' as..t \ oDO method.,procedures ofsafety c e mitt JUNE. 2000 MOORING BOLLARD/FENDER 9 a. 12 asoperation, construction ofor designnoiended on these SECTION C—C drawings.. Drawings orefor use an m;, prole. re and are not;used in for reuse add« NOTED without written approval from PN&D. fly or,s are oleo not to be used in any manner \ / \ that would constitute a cleat/neat&army or directly to PN&m. II #10 REBAR SET IN HOLES IN PIPE. 2'-2" CL t ^I #iD REBAR HANDRAILS 3/16"t PLATE BACKUP V ' RING CURVED FOR TIGHT `1/2"T PLATE FIT TO BASE METAL 1 It GUSSET ii,, se STD 90• B B 01/2"t TEXTURED PLATE ELBOW �5• S 11111 SPRAY METALIZE TO ,1 2'-2 1 2 TYP 7/2•'t TE%TURED PLATE © SEE TYPICAL PILE ROUGHEN SURFACE. r' 1_q / 5/16I \SPLICE WELD DETAIL ' BULLRAIL MODIFIED BULLRAIL m 1 ce 111 1-1 n ce o PIER 2 /r I GUSSET lii• De10RILLED REBAR RUNGS THRU PLATE DRILLED HOLES IN RAILS, TYP. ip , . 1/2"t x 13" TIP\5/161 x 3 4'• ° // PLATE , ._______. it _ SPLICE TYPICAL SPLICE WELD TYPICAL FOR ALL PIPE PILE SPLICES _ TYP. (SHOP WELDS & FIELD WELDS IF REQUIRED) o 5/16 Y. e ell f •— PIPE TO PLATE, TYP 5/16 I 3• /��—*/n FIELDSLOT "— TOO FIT A� EXISTING 7"0 THRU-BOLT TIGHTEN I ( PIP CONCRETE PILE UNTIL L6x6 DEFLECTS LADDER �✓T >5/16 1/ oc 40 L6x6x1/2"x2•-6" LONG 70 ¶IPAMFER, F 4"0 STD. PIPE STRUT3/40 x 6" LONG B6-0" LONG, FIELD CUT ` CAST-IN w/BULTO FlT. • MODIFICA0 Ar N.. 1/2"t TEX To •— 5/i6 TYP. 16-1/2" OCTAGONAL 1 CONCRETE PILE m 4"0 STD. PIPE o RAILS SECTION A-A SECTION B—B 0 o a V BOTT/qCt c; PROFILE ELEVATION 9Li i `���r zg LADDER 1&,,PNfi` PORT OF ANACORTES lis PIER 2 FENDERS —WS LENPIRES 12/16/el ;TO a, NOTE NOTE mu PILE LOCATION AND ORIENTATION OF FLAT SIDES WELD ALL COMPONENTS WITH 5/16" FILLET WELDS ALL Peelsmed JOG / ma, WILL VARY, AS ILLUSTRATED IN SECTION A-A. AROUND OR EQUIVALENT SEAL WELD ALL JOINTS �� Peratrovich, Nottingham & Drage, Inc" --u CLAMP L6x6 TO PROVIDE MOST PERPENDICULAR UNLESS OTHERWISE NOTED Pram: DRH >Q ATTACHMENTS FOR STRUTS. FIELD CUT AND \ Engineering Consultants 1- SLOT END OF STRUTS FOR CONDITIONS FIELD Checks* 811 First Avenue, Suite 280 Q3 ENCOUNTERED. FIELD LOCATE/VERIFY Seattle, Washington, 98104 rc= PILE LOCATION BEFORE BOLTS ARE CAST-IN Propot Na.:98411.41 PH: 1208) 624-1387 FAX: (206) 624-1388 ti AND LADDER INSTALLED coo Pe h, Nottingham do Drage, Inc. (PN&D)Is not responsible for safety programs. / Sheet Uri methods. pDonings of fu or the constructiont of design shown on reuse Pa« JuNE 2000 LADDERS & PILES NO' s. Drawings ore for u operation, this wings only and ore not intended for reuse thous wntten approval from use or is are also not to be used in any manner Sc .: NOTED 10 of 12 mot worm constitute a detriment directly or indirectly to PN&D. \ / / 462'-8" 9' 42'-0" 40'-0" 40' 0" 40'-0" 40'-0" 42'-0" 40'-0" 39'-0" 42'-0" 39'-0" 40'-0" 9' 1 INSTALL DRAIN VALVE AT LOW POINT IASPHALT �7-7 T - - 0-0.5% SLOPE - n NEAR NEW LADDER 0.59. SLOPE 0 5%SLOPE PAVEMENT Hg 'I II CAP END OF CI // 1 f HOSE CONN J HOSE CONN. HOSE CONN.� HOSE'CONN. o PIPE HANGERS SPACED I 4" HDPE LINE No. 4 No. 3 No. 2 No. 1 I AT 4' O.C. MAX. & ON • . j I BOTH SIDES OF HOSE I HOSE CONN INSTALL DRAIN VALVE I CONNECTIONS No. 5 AT LOW POINT NEAR 'I' LADDER. I it IIII . Ili 4"HOPE WATER Y o Al1. i - l P ER 2 EXISTING SHEE Al`L LINE i I r WALL PENETRATION E XISTING � LADDER -- -___----- __—______.__—__._ 8"W FILL \" EDGE OF 6"W RIPRAP WATER SERVICE . to I CONNECTION, CONCRETE SEE CIVIL DWGS. a BULKHEAD CAP S NEW WATER LINE a CONCRETE PILE CAP EXISTING 0 5 10 20 40 60 Fr. CONCRETE NOTE- CL HANGER 4' fL HANGER BARRIER REMOVE EXISTING WATER SYSTEM. SHEETPILE WALL - H. NOTE: SEE CIVIL DRAWINGS FOR UPLAND PIPING REQUIREMENTS o Z REMOVE EXISTING WATERLINE COMPONENTS THAT ARE PRESENT IN 4"0 GALV. m ce DOCK AREA CUT ATTACHMENTS FLUSH TO DOCK SURFACE. STEEL PIPE\ 0.5%SLOPE < GALV STICK REPAIR CUT ENDS. _ ll� TO HOSE LOW POINT & REMOVED APPURTENANCES SHALL BECOME PROPERTY OF //_ C $ AI�'0 ' CONNECTIONS DRAIN VALVE CONTRACTOR AND REMOVED FROM SITE. VIEW A-A o 4" HDPE PIPE b ,.J STEEL/HDPE FLG. to "IC" 1/4 CONNECTION ii CBULLRAIL / 5/16"t CHECKERED GALV. 5" I.D. x 12" LONG STEEL PIPE 16" / STEEL PLATE (APPROX. 12"x20") SYMM. ABOUT WALL. 0 0 o ASPHALT SURFACE HANDS HINGE FROM WATER SERVICE $ IV ELEV. _ +16.5't 11111 L2x2x1/4" FRAME CAST IN CONNECTION r WITH STUDS CONCRETE 7 I Mq E2 x MALE HEXSNIPPLE .'.�. DECK PANEL 1 1/2" BRASS _ w/ CAP & CHAIN. WALL PENETRATION FENDER NOT SHOWN 1 1/2" BRONZE ANGLE FOR CLARITY ° VALVE (NIBCO T-311) Y 1 1/2"0 BRONZE CHECK VALVE DETAIL 0 5/8"0 THREADED ROD. II (NIBCO T-413) EMBED 6" AND EPDXY. 2" CLR. ALL 1 1/2"0 90' ELBOW (BRASS) < 1/2"0 GALV. BOLT AROUNDJJ�� REDUCER FITTINGS AS REQ'D. II' m W/ 4" EMBEDMENT poi., h�dr N0Y$p Pethods,,p,Nottinghamed & Drage.Inc. (PN&D)is not responsible for safety rograms, I r4 o o -o UNISTRUT P5000 W/ pO .,;� methods.procedures of usean.or the construction of the design en on these a / REQ'D HOLES. 1 1/2" THREADED SS ti°", �i��� drawings. Drawings are for on this project only and are not intended for reuse CONCRETE EPDXY GALV. BOLTS _ ! ((. without a from on y manner AS REO'D TRANSITION FITTNG approval Drawings are also not to be used in an z PILE CAP TO WALL W n Is- that would constitute appro a from detriment D. Dr or indirectlysoreal m ofPN&D. to zo 5/16"t x 1 1/2" WIDE GALV. 4" EMBEDMENT �~•� ADJUSTABLE PIPE CLAMP -, PORT OF ANACORTES /t STEEL BRACE. PROVIDE ROD (UNISTRUT M5041) �'9/Oq--to ,y clop _e & BOLT HOES AS REQ'D. AT PIER 2 FENDERS '.0 4"0 HOPE PIPE MAX. 20' O.C. EMPIRES 12/16/e) \ / m0 mill 2"0 HDPE PIPE ow =I-,H a CONCRETE PILE , jt �, o.ols:.d. CM am_ 1" BRONZE CLEVIS HANGER AT 4 � IT-A Peratrovich, Nottingham & Drags, Inc. --co BALL VALVE (GRINNEL FIG. 260) 4"0x2"0 HDPE TEE rem: DRH a Engineering Consultants f.` 1"x 4" HDPE TEE chwRec 811 First Avenue, Suite 260 1" THREADED SS cc/ HOPE PIPE u3 1"0 HDPE PIPE Seattle, Washington, 98104 TRANSITION FITTING �� Proles-No.:981-11.41 PH: (206) 624-1387 FAX: 12061 624-1388 IL .o A PIPE HANGER TYPICAL BattJUNE, 2000 a & DRAIN VALVE HOSE CONNECTION �en1a NOTED 2 1/4. WATER SYSTEM (11 „Clint 12 GENERAL NOTES Cylindrical Rubber Fenders Concrete Placement Applicable Codes Overall dimensions of the rubber fender may vary from specified as follows: Concrete shall be formed, batched, placed and cured per ASTM C94 Results of test WATER SYSTEM NOTES All local codes plus the following are part of these General Notes. 1) Outside diameter - 35 to 37 inches. batch and samples are needed two weeks prior to work on-site No work will be Uniform Building Code (UBC), 1994 2) Inside diameter - 17.5 to 18.5 inches. allowed until prior approval from Owner. Material Specifications AWS 07.1 and 01.ions - current edition 3) Length - 47 to 48 inches.ASTM Specifications -current edition 9 Steel Drilling The HDPE water lines shall be SDR 11, rated far 160 psi, except where noted. The 4) All edges shall be provided with a 2-inch chamfer. Dolphinfenderdifications will require drilling through steel plate. All drilling The information contained and modifications in these General Notes is in addition to the details and notesfittings shall meet the samepressure and integrity standards as the provided an the individual pion sheets. In case of conflict between notation, the above The fender shall absorb a minimum of 15 kip-foot per foot of fender with a through steel shall be conducted with equipment suitable for providing clean, 9 c Ty pipe. The pipe accuratelyplaced holes. shall be fused by an individual who has been certified by the pipe supplier or fusion references, these general notes, and the notes and details on individual sheets, the fender end r at 15 inches. The maximum reaction shall not exceed 24 kips per foot of machine manufacturer. following priority shall be as follows: fender at required energy absorption. 1) All project permit requirements Pile Installation 2) Notes on individual plan sheets Rubber material shall be UV stabilized and shall have additives designed to resist The Contractor shall submit a plan for pile driving, including hammer type and driving All steel pipe and fittings shall be standard strength (Schedule 40) and hot-dipped 3) Details and callouts on individual plan sheets °91°9' method. All pile driving methods shall meet the requirements of the permits issued galvanized, conforming to ASTM A53 with threaded, butt-welded, or roll-grooved 4) These General Notes for this project. ends All damaged surfaces shall be recoated with cold-galvanizing. 5) Local Codes UHMW Rub Material The protective rub material shall be mode of 10IX UHMWpolyethylene. W The pipe hanger components shall be ASTM A36 steel and shall be galvanized. 6) The specifications and standards listed above in order of appearance. stabilizing Piles shall be driven with a vibratory and/or impact hammer as needed to obtain the additives shall be provided which are suitable for the proposed application. required penetration (entire length of pile Specified) without damage to the pile. Pile Testina and Disinfection cutoff shall be less than 2 feet. If additional pile cutoff is needed due to driving DESIGN CRITERIA HDPE Sleeves equipment requirements the Contractor shall provide additional pipe to meet those Pressure testing, flushing, and disinfection shall be conducted in accordance with the High Density Polyethylene Pipe sleeves shall meet the requirements of ASTM F714. needs. Uniform Plumbing Code, the manufacturer's recommendations, and City of Anacortes Dead Loads - All UV stabilizing additives shall be provided which are suitable far the proposed application. Standard Construction Specifications. The Contractor shall conduct testing and MooringLoads - 150 kips anyhorizontal direction. Pin piles shall be driven within % of specified vertical alignment and in sufficient P disinfection under the supervision of the Engineer prior to final connection to the alignment to allow placement of the fender panel without undue binding. Forcing of Dimensional requirements for fenders are: existing water main. The Contractor shall provide plugs and temporary blow-off Berthing Energy - 120 kip-foot foot from vessel approaching fender system over the pin piles will not be allowed. Piles hitting obstacles, 9 9 p- pp g perpendicular to fender. 1) Inside diameter shall be a minimum of 20.5 inches and o maximum of 22 inches assemblies for pressure testing all lines and disinfecting the potable water lines. 2) Wall thickness shall be a minimum of 1.5 inches. misaligned piles and piles that have not achieved minimum penetration prior to refusal, shall be pulled by the Contractor with a vibratory hammer and rednven at no The stable water shall be hydrostatically psi. y Design Vessel - Bulk Cargo Ship additional cost to the Owner. P theo OEall tested to 1 rs Initially, test Dimensional side diameter reetire shall for minimumud piles are: pressureansi shall be applied After the HOPE Length = 720-foot I)) Inside shall be of 18.5 inches and maximum of 20 inches PP� pipe for 3 hours to allow far the initial Tonnage = 54,000 long ton (displacement) 2) Wall thickness shall be minimum of 1-inch. All pile driving shall be conducted in the presence of the Engineer. The Contractor expansion of the pipe. this period, make-up water shall be added and returned to the final test pressure for a minimum of 30 minutes. Disinfection shall shall assist the Engineer in monitoring of the pile driving The Contractor shall mark be conducted in accordance with the Cit s ecifications. The waters stem shall Concrete each pile in one foot increments with every 5th foot increment numbered. The Y PCity stem - Piles and frame protected by galvanizing for 5 to 10 years. Inspect Concrete shall be standard weight, portland cement cancretemeeting the following marks shall be visible from all sides of the pile. If pile refusal occurs before the passl pressure testing and disinfecting requirements before connecting to the City yearly after 5 years for zinc galvanizing residual near low water. Add anodes for minimum requirements for strength and serviceability: required length has been installed, the Owner will make a determination if the pile is water system. below water protection when galvanizing falls below one mil in thickness adequate or if additional effort by the Contractor is necessary. Additional effort Minimum 28 day compressive strength of 4,000 psi. could include repeated driving with the same equipment or substitution MATERIALS Minimum cement content of 6 sacks per cubic yard with new equipment. Maximum water-cement ratio of 0 40 Air entrainment of 5% to 8% SITE CONDITIONS Piles Water reducers shall meet ASTM C494 I i Pile material shall be ASTM A252 (modified as follows) Reinforcing Steel Site conditions should be verified by the Contractor for bidding As-builts of the 1) field strength of 60 ksi min. All reinforcing bar shall be ASTM A615 deformed bar, grade 60, and shall be existing facilities are available far viewing at the Port Offices. galvanized per ASTM A767 Bar bend radius shall account far galvanizing 2) Tensile strength of 72 ksi min. embrittlement. Bars shall be clean and free from cutting oil and/or other REQUIRED SUBMITTALS 3) Chemistry of steel shall have a carbon equivalent less than 0.45 per AWS. deleterious materials. 4) Pipe shall be sufficiently round to fit inside specified pipe sleeve. 5) Pipe shall be seamless or straight seam welded, Spiral weld pipe shall not be Anchoring Repar Epoxy The Owners review of submittals will be for general conformance only and it shall accepted. The adhesive anchoring epoxy used for the rebar inserts shall be EPCON A7 acrylic remain the responsibility of the Contractor to conform to all requirements of the adhesive. Apply per manufacturer recommendations. plans and specifications. Any intended deviation from the plans or specifications Pipe shall be galvanized, except bottom 20-feet may be bare. shall be identified by the Contractor and specifically approved by the Owner to be Contact: Ramset/Red Head acceptable. Structural Steel 800-899-7890 Shop drawings of all fabricated materials shall be submitted for written approval prior Pipe far slip on fender sleeves shall conform to Pile pipe, except yield strength may CONSTRUCTION to fabrication or mobilization of any item. A minimum of six sets shall be be 36 ksi and 60 ksi tensile. All other steel pipe shall be ASTM A53, Grade 8, submitted of which two will be returned to the Contractor. The following is a partial type E or S. All miscellaneous steel plates and other shapes shall conform to ASTM As-Built Verification list of submittals required for the Project. The Engineer may require additional A36. All steel shall be galvanized. submittals. Prior to starting work at any fender unit location, the Contractor shall check Bolts and Other Hardware alignment of existing pier piles and timber fender piles to verify clearance with new 1) AWS welding qualification far all welders utilized on the project, proposed welding pin piles. The Contractor shall also check the location of existingcleat bolts, utility Bolts connecting steel to steel or steel to concrete, except the fender clamp proceduresiledriving and weld materialsing hatches and any other obstacles before drilling the bullrail for the fender 2) Pile bolts,ahall conform to ASTM A325 galvanized. These connections shall be considered plan, including pile driving equipment slip critical and load indicator washers shall be used. Galvanized nuts and washers attachments. Adjust location of new fender as approved by Owner for clearance as 3) Field bolt & bullrail installation plan, including equipment and materials. As-built necessary.shall conform to the specification for the corresponding bolt. verification and drawing submittals are required a minimum of two weeks prior to Steel Welding on-site mobilization. All fender clomp bolts shall be ASTM A325 bare and shall be double nutted with top Welding shall conform to AWS D1.1. All weld metal shall have a chemistry similar to 4) Shop drawing for all steel fabricated items o nut being a Nylock type nut. Fender clamp bolts, excluding the threaded the base metal and shall have a minimum Charpy Impact test of 20 foot-pounds at 5) Material certification on pipe pile o portion,shall be cleaned and coated with a minimum of two coats of zinc rich -20 degrees F. Welders shall be qualified per AWS for the type of welding 6) Material certification for oil HDPE sleeves and pipe i d brush-onpaint manufactured by ZRC or approved equivalent, and allowed to dry at anticipated, 7) Material certification for all UHMW rub material least 24 hours prior to installation. After installation, the threads of the bare 8) Material & Performance certification for cylindrical rubber fenders. portion of steelbolts and nuts shall be cleaned and coated with the same zinc rich Welds will be spot tested by the Owner by W, MT or UT and those failing shall be 9) Concrete mix design & test results, Peratrovich,Nottingham n D.age, Inc. (Rxrn) is not responsible for safety pmgrems, as brush-on paint with a minimum of two coats repaired at the Contractors expense. Acceptance criteria for all welds shall be that 10) List of employees, by name and position, phone contacts of on-site methods, procedures of operation,or the construction at the design shown on these far dynamically loaded structures. representative, and a minimum of two Contractor representatives that are familiar drawings Drawings are for use on this project any and are not intended for reuse a z All other bolts, lag screws, nuts, washers and studs shall meet ASTM A307 or ASTM with the Project. without written approval from PN&D. Drawings are at not to be used in any manner A36 or similar requirements as approved bythe Engineer and shall be galvanized. Nawelding through coatings will be performed Coating within one inch of the weld 11) All water system materials and that Paine constitute a aeament directly or indirectly a Rxno. q Ppthan q Y pane PORT OF ANACORTES do Washers shall be used in all areas where the bolt head or nut shall bear against shall be removed and repaired after welding, as described in Coating Repair zQ oversized holes (i.e. more than 1/16 inchlarger bolt diameter). Timely submittals are an important part of this work and no work on-site shall be po Coating Repair performed prior to receipt and approval of the noted submittals Galvonizina rn Damaged galvanized, including that removed for welding, shall be repaired by stick ` PIER 2 FENDERS l m° All structural steel, pile and hardware shall begalvanized galvanizing with zinc sticks to a minimum thickness of 12 mils. per ASTM A123 or A153 uafter fabrication unless otherwise noted. All drain holes required for galvanizing shall Concrete Drilling rip,w Dee JDO a)D_ be fully repaired mi This Project requires drilling through existing concrete, in both horizontal and vertical i� Peratrovich, Nottingham & Drage, Inc. w� directions. Drilling through existing rebar is anticipated and methods shall address - Dean: DRH >z this possibility. Concrete coringequipment shall be capable of drillingholes within NOTT/q�. Engineering Consultants P 9 9 u3 the following dimensional parameters: tio�. tit j;/�, Checked: 811 First Avenue, Suite 280 Q (v.y J/, �t - Seattle, Washington, 98104 w� Holes for rebar inserts (all vertical) not more than 7/8 inch diameter 1i .F.. /. '// Protect No.:98411,41 PH: (206) 824-1387 FAX: (2081 824-1388 rc~o Holes for fender attachment bolts (all horizontal) not more than 1-1/4 inch• 7b°/ v� diameter q/ gF i • / \ Sheet mo_ pNA6 aeMNOT D00 GENERAL NOTES 12 0, 12 EXPIRES 12/16/pf \ 2 \ J 462'-8" I PLANNED A.C. PAVEMENT 1 OR CONCRETE PAVEMENT WATER UNE 9' 42'-0' 40-0" 40'—O" 40'-0" 40-0" 42'-0" 40.-0" 39'-0" 42'-0" 39.-0" 40-0" 9' ELECTRICAL CONDUIT(S) EXISTING BASE s COURSE — _—_—_—E—_—_—_—' E— —_—_—_ E—_——_—T E—_ ------ E--- __—E—_ _—_ _—_- -_—_ ? k¢:i� y ';�t. , ' ELECTRICAL CONDUIT(S), WATER UNE IN PROVIDE ELECTRICAL 1 i hi t s, tie,�q//,n/i lt(i;; CAP'END OF HOSE CONN, HOSE CONN. HOSE CONN. HOSE CONN.I i q�� q/// %Y/Q,� % III ' RELOCATED 4" HD�'E UNE. No. 4 (SIZE AS REQUIRED BY No. 3 BASE COURSE No 2 HAND HOLES (AS NO 1 RELOCATED 7�Q���!% . We'if • 1111 NAVIGATION UGHT I HOSE CONN. CODE) 2" MINLAYER REQUIRED BY CODE) .w NAVIGATION LIGHT EXISTING CONCRETE No. 5 II POWER RECEPTICLE DECK /,11 FOR UGHT STANDARD 4"HDPE WATER J TYPICAL • SHEETPILE WALL EXISTING SHEETPILE LINE 3 SHEETPILE WALL r. cRossNc PIER 2 wALL� II CROSSING _z—LXDDER TRENCH SECTION G —E- - .(1/ 6'W II EDGE OF NEW ASPHALT —_ 1 RIPRAP PAVEMENT ___ _ —__ .___-_ l_____iw— --- ENCLOSURE %/// P! 'ii'c21 . c1I EXISTING HOT BOX NEW WATER LINE ESTING - BASE COURSE CONCRETE NOTE: �.� I AND ELECTRICAL CONDUIT BARRIER REMOVE EXISTING WATER SYSTEM. / />\%\%; • SLOPE TO DRAIN 0 5 10 20 40 60 FL ;\;'), \ \ - ' ' FROM WATER SERVICE 1 �`'�` \` " TO HOSE CONNECTION 4?,'\ �� 11 CONNECTIONS �,\\\ / \y*‘. > , , 4" HOPE PIPE NOTE: �.�/�/• > - J (ALSO, ELECT. \%''X \%‘ ' v o CONDUIT ,/\/1-1/: / ) REMOVE EXISTING WATERLINE COMPONENTS THAT ARE PRESENT IN „\/��,/ DOCK AREA. CUT ATTACHMENTS FLUSH TO DOCK SURFACE. FILL `i`.`,,\ ' e > ' GALV STICK REPAIR CUT ENDS. ''C//'(�'': ' //1�/ / REMOVED APPURTENANCES SHALL BECOME PROPERTY OF \ CONTRACTOR AND REMOVED FROM SITE. a a o CONCRETE BULKHEAD CAP D. 9 CONCRETE PILE CAP a> I' ' o 1'-9"t SHEETPILE WALL 3 NEW UTILITY 1 BOX y DEMOLISH & REMOVE ALL STEEL 5/16"t CHECKERED GALV. e FROM EXISTING UTIUTY BOX. 16' / STEEL PLATE (APPROX. 12"x20") a n SEE WINGS SEE TYPICAL HOSE HINGE FOR UIPLANDVIL APPNG CONNECTION DETAIL NEW BULLRAIL _17 HEIGHT HANDLENM L2x2x1/4" FRAME CAST IN REQUIREMENTS 1" STUB—OUT PLATE WITH STUDS WITH CAP _ NEW ASPHALT MALE/2 tl MALE HE%SNI TH—I PPLE SURFACE /2 BRASS / SHEETPILE w CAP & CHAIN.e EL +16.4t1 1/2" BRONZE ANGLE -- -- -- WALL CROSSINGT 1" ELECTRICAL 1 1/2'0 BRONZE CHECK VALVE�� VALVE (NIBCO T-311) Mill Oil l�s.e s�� CONDUIT TO EA (NIBCOT-413) forCD m �„' ��'S• tt0if! 1lY°l Peratrovich.p cedure.Nottinghamof o Drage.ation Inc. (Phe co)isnot I.f.thw d.ign safety pr these HOSE LOCATION pa. n meume, procedure. operations or m.con.wvn°n r.u.design shown on these S 1 1 2"0 90' ELBOW BRASS j)jIØ r drawings. ten ap a vro ro use an Nm pings re so not evt us d In an Im �.. 2" DLR. ALL I (BRASS) o . ) se Sc PIPE AROUND �11� i. wmaut wntten approval ream enkn. Drawings aro Iso not to be uxa m any manner 4" HDPE WATERREDUCER FITTINGS AS REQ'D. tier would constitute a detriment directly or indirectly to pxso. IL CLAMPSpp,_________Escs...,;:, I LINE � j=l� `: \ _ UNISTRUT P5000 W/ v �v TOP OF DECK 1 1/2" THREADED SS PANEL REQ'D. HOLES. TRANSITION FITTING PORT OF ANACORTES �� _ EPDXY GALV. BOLTS o° ; TO WALL W ii' PIER 2 FENDERS ao �� _. / t�Y•D conRES I2/I6/e i—n �� 4" EMBEDMENT ADJUSTABLE PIPE CLAMP 1 mo -� ' �� (UNISTRUT M5041) Deato.e CM c00050. 2" DRAIN 2" HDPE MO_ VALVE EXISTING BASE 2°0 HOPE PIPE Deems DRH Peratrovich, Nottingham & Drage, Inc. COURSE \ �/ >a CONCRETE \c _% Engineering Consultants chocks& 811 Flint Avenue, Sults 260 1— ENCASEMENT Sonia, Washington, 98104 <3 Project Nen 9E1411.41 PH: (208) 824-1387 FAX: (208) 824-1388 Lu Na HOSE CONNECTION TYPICAL ate JULY 2001.\ C WATER AND ELECTRICAL \ ( """ - SECTION H-H HOSE CONNECTION NOTED 2 ` REVISIONS , \ 10. 1 , I iPORT oF ANAcoRTEs PIER 2 PAVIING & REHABILITATION P.O.A. PROJECT No. 039-00 9 — . GUEMES CHANNEL - ----- CANADA U. S. A. TITLE No. PROJECT LOCATION o " "NE TITLE SHEET AND INDEX . 1 BELLINGHAM - vaswx _ _ �` EXISTING CONDITIONS &DEMOLITION 2 v ANACOHIE3 GRADING AND DRAINAGE PLAN 3 T "° "max« ""F ,y! CONCRETE PAVEMENT I 04,q a ' LOCATION __.-- 1I, ©.. TRUCK WASH PLAN eya.M. II, 3 �q VICTORIA B. C. MOUNT VERNON 1� DETAILS T 9 � � LACDNNER t i� MARINE ,� �TRdr I �i - - I WATER SYSTEM PLAN 8 °F JUAN DE FUGA L— i ii 'r �I GENERAL NOTES 9 N,� Ir---1 GENERAL NOTES 10 �l EVERETT " DAKOTA Cf .iC I I�,', i rn .-]ass__ 3fA0N0 AFEAe Ic v Crn a Z SEATTLE m o I 1 i hi e EUl PACIFIC TACOMA !q o OCEAN 1�i —-- re to en OLYMPIA I 1 ¢ II 0 U < . I ' I < PORT OF ANACORTES.-s LOCATION MAP VICINITY MAP PIER 2 PAVING & REHABILITATION °'a 0 5 10 20 40 60 0 100 200 400 600 is -° If 'c, Designed: CM ' U oe / ILA �' e..wxv DRH Peratrovich, Nottingham & Drags, Inc. ✓�f1� 0ca 3 g t, `J- BYn i ett Avenuge, s�:zeotanta !0 Chocked: Seattle, Washington, 98104 o� MARES Blttlol vroleat No.68411.46 PH: (208) 824-1387 FAX: (208) 824-1388 m �O Pamlmvich.Nottingham & f]rage, Inc. (PN&D) is not responsible for safely programs, / \ er�� methods, procedures of operation, or the consruction of the design shown on these Date:APRIL 2001 TITLE SHEET & INDEX sheet dmwmgs ten ings a for use on we wings only and are not useded for reuse without ditten approval from entd. Drawings are t not to be used in any manner scale: NOTED of 10 that would constitute a demmwnt dreary or indirectly to PN&D. ♦ i h. J _ LEGEND 1 . mans Cr O los •1 SP w 1001 S 1501 s 2001 S 2501 S 300 S 350 S 4001 S 450 S FXISTING r^' ' -°• "'t ''_ ,a•,w:F noso nna ;x'ens_ EXCAVATE IN UNPAVED AREA © MISC. UTILITIES MANHOLES 4 - a1.e LIGHT STANDARD TO BE TO ELEVATION 14.9 PRIOR TO v I RELOCATED BEFORE PROOFROLLING. FILL WITH © STORM DRAIN MANHOLE N CONSTRUCTION BY OWNER '� rz[/ PROJECT=-r:cHwnau ; /ser COMPACTED USABLE MATERIAL it larfl rt ",I %^`=e" ❑ CATCH BASIN v. , TO PROPOSED FINISHED srr OC :a 'v. <:.r see c, •,v• e<ewtF arucr:F`"T ' lu;.a... mu CO STORM DRAIN h`' oPen'sN 3nar nv°wm'T rr, ,, a SUBGRADE. SEE NOTE 4, E 55� =----.___ °c' ilia t'"`: ' .!e'Es-' 1A°re „ •_' y TOP`' EDGE--OF RfPRAP.,. - -�• ]� L- MOVEABLE LIGHT STAND ci:rvo;or,lnr '� f it - ----e'� S— ? .a-- _ _ PP __ __ -0- POWER POLE -.zs e W :> -- g-x ,,__ _ _ _ ___ _ - - -- FIRE HYDRANT -10 H .a rl —0 - xv `C•-i�. 'e^^ „e'.,_ ` ' N WATER VALVE R ,,c!- d` 1 ® WAT METE ./ ., "'�' ,Fee .. - .. OCR CLEAN OUT °iP - ' . '` ' 's x" `EXISTING TRENCHp ABANDON IN PLACE. " ` k ,` • I ,�� DRAIN TO REMAIN ', i PLUG END WITH f12' '% / m oTJB TELEPHONE JUNCTION BOX 'PEDESTAL' W {., a e,'?'b COf�CRETE ^. 7 ' CHAIN LINK FENCE ;'4'Ifrwsdtr4fi -m:fefiLm--:p 4,IIL : p!2m:,y 2/7-- 9 .. ,.• >.6n .�". / .e'. _ - \ r Ir' "��<' :< ^' OHP- OVERHEAD POWER ``,I x ;;,r A z _ REMOVE EXISTING 1 / SEE NOTES. .a`� a REMOVE EXISTING Er coin I ' _ MANHOLE. SEE 5II 4f ' —tV-- e" DtA, CAST IRON WATER LINE s'r. 5 WATER VAUI,T. 'xr :NOTE 2" x f.K�'c° / 14's DEEP PER 1983 JOB-832021 il .e'. .�'I,I= B E NOTE 2._ ,j_`____ .;'1 .e w �E__ - >'� );",+''r^ ^ '' SD— STORM DRAIN LINE f.5: a ' V , Nb F,yWic'i,H ." 3,Tjfi / ' ABANDON IN _ --fg --'` �`" <Ifee 1= ---TP— UNDERGROUND TURPENTINE TRANSPORT LINE g�' PLACE, TYP. ? 'U `�ONCREdE',I ; ' eg5 3/4 ' e" aR .g --EXISTING CATCH > -1 SURVEY CONDUCTED IN 1998 BY Ocno - 6 PAD ' 1 'AEXISTING,SHIP LOADER x - -- " .� cc F k r LEONARD, BOUDINOT & SKODJE, INC. ""--'n- " `r 'BASIN TO_ REMAIN /„ I m TO BE RELOCATED BEFORE ` m _ ,< M.. 0 „e . ,' &ONSTRUCTION BY OWNER >E z I �,y I �P,�' ,J '` ,�: I; PROPOSED °cs - ;I : . fr, '__° -�`'h kF011 Igl t `�� -REMOVE,EXISTING /`'•y< SD STORM DRAIN LINE ASPHALT THIS SIDE './ - I SHIP LOADER STORAGE AREA - F 5-1/2 J ao ,.i- „n„as — — — RIDGE LINE ,'mrc.E —� — — — — — — — *— .J OF SAWCUT l I w —'— — — — + / I I80 x 230I ..{',�:,° .h ., .0 ,7,i1,✓a; .« — I a:`�' c— FLOW LINE n — 'R1 O E CONC. PAD �" n H I I F SAWCUT—� / ASPHALT TESTING LOCATIONS 'ELECTRICAL EQUIPMENT -J • _ \ ( I ,TO BE'LREMOVED;BY v<<ii;' e///f n^ "'`•=I ,rF �I I CORE NUMBER, ne: ....-2 -- -- 1 � `!-� y --"+----=- -x—X—X—X—X—X—X—X—X—X—X X—X—x—%X—%—X x—%-i f10 & EXISTING ASPHALT DEPTH J '' REMOVE EXISTING WATER r \ry r 'c 6,1 ELECTRICAL PAD & VAULT. SEE NOTE 2. 2" PVC-WATERLINE / I CORING PERFORMED ON to sf6 0,-- 4.-- o,CABINET TO REMAIN J// 'II ,w'.-" °I � .r ABANDON IN,PLACE MARCH 24, 2001, o et0 - 5-1 '1 =" ." '' ;/ INSTALL TEMPORARY xF NOTES: '!`" DO NOT DISTURB I 11 ABANDONED GANTRY CRANE RAILS WITH TIMBER TIES 1 N 7-FOOT HIGH FENCE x I EXISTING UNDERGROUND I AND 3 STEEL DRAIN PIPE STUBS ARE ANTICIPATED '' 4'* 141.0 "` .,c L%., POWER. DEP.3`H IS f4 1 x WITHIN THE PAVEMENT ON THE PIER. n .. ` >` %',.> /�REPORTEDLY RTEDLY 3'. 10-1/2"---ao. Fs, f5 py` „, ✓ CONTRACTORS STAGING 2) SALVAGE WATER FITTINGS AND MISC. PARTS FOR 7-1/4' AREA I1401 x 300II x REUSE ON UPLANDS WATER SERVICE PLAN. =aprYszx' REMOVE EXISTING I 31 CONTRACTOR SHALL BE RESPONSIBLE FOR THE ceso - 5 - ' < P : FrN "P. rap<vr < r" REMOVE & CAP '° �F' s •" _ MANHOLE i REPAIR OF PAVEMENT DAMAGED BY STEEL CLEATED ABANDONED - - _ SEE NOTE 2i "^ 11 WATERLINE a ,. - , f EQUIPMENT CAUSED BY THE CONTRACTOR'S REMOVE EXISTING,TRAILER't " r -- " OPERATIONS. `' EXISTING TO BE RELOCATED I xs 41 ADDITIONAL EXCAVATION MAY BE REQUIRED BELOW 1 co CATCH BASIN BEFORE CONSTRUCTION ;r• ' EXISTING'CATCH I I ELEVATION 14.9 IF SOFT AREAS ARE ENCOUNTERED ti '-Ra by chi _ _ BY OWNER,w� .,BASIN O REMAIN I DURING PROOFROLLING. w y` xt11 " - 51 ALL VALVE BOXES, MANHOLES 8 VAULTS NOT BEING :lo ,arc0 _ .t^.;' C54'',"` _� -- r- -:;__ he . a o a v ^,r 9 i ^a;` ,mhq` . . r� x r . a V rc,` - #14 , f' FIRE HYDRANT" 1 Y _il - r :h..1 'r TEI fl 4glntl, t Er ,0 ' `� m� ! J REMOVED SHALL BE ADJUSTED TO FINISH GRADE, a TO REMAIN fib- ,„o - ` {r l 8-3/4', m T ; i-., 1^ ulna, I ABANDON`1N PLAPtE. :=� <..s *E1-:;4, ,-- i Y EXISTING-TRENCH "' PLUG EiJD WITH ., \ ,.ok, "§N " n„� `� t - 'tip --r' -0RAIN_TO REMAIN - > *' �" _ 1, __ __ CONCRETE \ SAWCUT ,ACCESS'ROAD,d E T RFrhl Ir' + f2 ry,�� uA. c,` - - ,\ _ \'M1 r_ "J x a ...W .', 4HaL g, k e8',` * .�a4 _ R-E r,, a:JN'r_' .6` --,^_ I „I;' ,<r cREMOXE FENCE \' c — �} �-'_ �, a'' Fr,s'0 _ z! 1, . See, ra cf�1 - .� '. ,"-: s _ .—.._r;i n "_a' _ y WIn ' ,o - _: HOSE Jo ', - n Dios,_ _ .n ` ,f1 o 4 1 _ - -a,'t. .E r: n '� l`".,<`< ,y € 1.` ,''Cti ..,4 7-1/2° I1"� I }' * 5 s 4„, 4 ce or S30Cd LIGHT STANDARD TO BE ` <_ s. >r. ` ` .a .- .i�h co • ^.•IaH woo. RELOCATED BEFORE -- ., 1 f i ill in„� `-- �`•.e 7,v e•-�- -, `,E ,�.. > > ,I J ae te W ayE. x 'IC',:^,a E. CONSTRUCTION BY OWNER ��" ` exw b - �q,.� 7";° 'r i�J " ° a Ov oe^'0 :z REMOVE VALVE �` - i '.r _ ,.` ,� 1 v 5- , a r'c ? BULL RAIL AND CAP ` z- - "�� *- n TRUCK WASH AREA > - "_' a�Tr, ' ryl :,,,mnsousan re _ �n j "F�\I ICFI�VE`T 91111 r4 fi"ncF \ '�} �T ''-'E ,. „' I I I 1 I I I I \ T 1. u a 0 m o N 0 0 0 0 0 0 -`4-' °P\`w Designed: CM 0 CD e oal CO ' /p / Peratrovich, Nottingham & Drage, Inc. m NOTE p'� Dnvm ALR cn PROJECT BENCHMARKS ON PIER WILL BE ,.,,4' Cr% \ Engineering Consultants DESTROYED DURING CONSTRUCTION. USE PLAN `� fit. • ch•am� \ _ / 811 First Avenue, Suite 260 o OTHERS FOR PROJECT CONTROL. 0 10 20 30 60 90 FT. . -� • Seattle, Washington, 98104 - �`'� � E PORT OF ANACORTES Froi•ct No.:98411.46 PH: 1206) 624-1387 FAX: 1206) 824-1388 j r Peratrovich, Nottingham k Drags, Inc. 0494)is not responsible for safety programs, PIER 2 PAVING & REHABILITATION V ua� gPRIL. 9001 ' EXISTING CONDITIONS Sheet I oY methods.procedures of operation, or the construction of the design shown on these ONA4 a0 drawings.. tenDrawings ppr are for use on this wings any and are net intended far mean - Soo* NOTED AND DEMOLITION 2 of 10 l that w ldtcn approval from ent di Drawings are oleo not to be used In any manner UNDIES g/11/o I • / that would constitute a detriment directly or indirectly to PNkp. I I I I I I 1 I PIPE SCHEDULE 5640,O S 50 S 100 S 150 5 200 5 250 S 300 S 550 S 400 5 450 S No. DIA. LENGTH * INLET EL. OUTLET EL. SLOPE TYPE P-1 8° 75' 14,20 13.68 0.70% HDPE SEE WATER SERVICE ® � P-2 8" 150' 19.68 12.63 OJOX HDPE _ o - ° CONNECTION DETAIL 6 8" h .F-1 \ ao 5+' /- INSTALL CONCRETE JERSEY BARRIERS P-3 12 14.37 14.20 1.00% HDPE d- \� \6. ;11 L/ ELECTRICAL REQUIREMENTS. sea AND PINS. ISUPPLIED BY OWNER) P-4 a 172' 13.70 11.05 1.54Y. HDPE \ =.r, YI i k� �' - B4Ci) ,1, _ - GY,,o * PIPE LENGTHS ARE APPROXIMATE. NTS w - .1 0 .. ..:.. ....... " . .. No. UTILITY ItemRA RUSE v. New Elev. No.GRADE SOUTHPOINT TABLE 160 :/,C,�1tv,,. >. ,..;,n?':�; .. ." +,. '..! .'.�'.:":.,�, ,..a;. MATCH EXISTING �' "'vA OF F.'P°� pp .,:.t,[;,Z,.. 'r,-.,. .. ,in'^.-;tExist, IeEv o _ 'r, ]_ '1 ' R 1 o ,':I R-14 �I I PAVEMENT A5 Power Vault 17.01 16.34 - B5.0 S 92.3 E o '^i �„__ _ -"_ e r _,,,, _� __-__ ---- _ --- A6 Wafer Valve 15.59 15.42 R-2 90.0 5 192.3 E ;,l F 1 5R-3 124.4 5 153.2 E '^\ A7 Water Valve 15,52 15.47 r1 Ira �I SEE NOTE 2 '/' •/ 46455 S AB Water Valve 15.93 1557 R-4 265.0 5 153.2 E I T / \ V A9 Fire Hydrant 15.59 15.59 R-5 500.0 5 125.0 E GI ✓ y ee _ I/ 3B3.39 E w _ \ Rlk,1550 �� ,```,� './ ,Y, A10 Phone Booth 15.70 15.70 R-6 300.0 S 53.0E - 1 / "�L / �`, �( Y R-7 345.0 S 165.0 E o. in - P MIIMIEJ'Trmea OTEETMI MUll,�l^CUi) RIDGELIKE, TYP. `,` All Turpentine MH 15.70 15.72 R-8 345.0 S 245.0 E �/I /'f L•'" CV pr I N. ./ Al2 Sewer Pump51a. 15.62 15.62 I :o,P_- 1cr •I� y\ :/ - R-8 275.0 S 288,0 E N y, i{6 R-10 128170.0 S 288.0 E R-11 170.0 5 410.12 E NFLOWLINE, TYP, a n3 `"� R-12 275,0 S 411.3 E 'r0, 31 ,Pfy/ -i N �� R-13 464.2 9 413.3 E LLI dl IS /7 q p0� iti R-14 60.3 S 408.9 E o I 'tea, ,a4, p �� �ti'0a12- )\ R-15 58.7 S 51,5 E O - ia1 0 N \61 6 �� 0�t1^ ;:/ `, a R-16 t36,4 S 51.3 E tO , OP _ _ - - f f • R-17 190.6 S 52.0 E »--i- -�-� NEW ASPHALT y:� + R-18 242.1 S 52.6E < .2. ', y \C CONCRETE PAVEMENT \ I / %}s, ,.i ,.,:,, ,• . - \ �1 �, y! CATCH BASIN SCHEDULE JII 380.0 S r"' '" °` w A5 245.0E A6 ;I,. N . SOUTH EAST cv- r CB-1 CB-1 72.2 S 118.8 E i _ vOi - CONCRETE I \\ � P-2 N : ( PAD // Z: W MATCH ,u A7 I4 ��f ^o P I� P� `4;� V �� •^�: 1 ASPHALT VALVE AS RE0'ER W w o . , // � 4ys o, ,T� n •.\ A/G l ADJUST WATER Ae -• -. A9 r_/_,-t-� V -!I�i'.1,'_'jL,_fC;-'1 G EXISTING I `11 I� D. I_-- N 6' FIRE HYDRANT N ; ‘,5":' .� �•,):>:�, -,.'.n -:�'cC�,,`/::.;/: YA Y' . ' 1.1 r§J_E --,:Ii- LJ " ' id[\, :vE ]'cl c'I �Q1 6� \ I tih . .P 3 ' e - � r , wi.) ELECTTRIICADL n,i © e CONDUIT 10 �f NOTE_ 1 1. ALL ELEVATIONS ARE TOP OF CONCRETE OR t, I� �G o '� @ • :1 ASPHALT PAVEMENT UNLESS OTHERWISE wti 1, / e , 'i6�_r, 7 BUILDING INSET SPECIFIED. r0i1 - " SEE I `i -', R '? NOTE: PROVIDE 1% SLOPE FROM EDGE OF '�l BUILDiNG��- / _ __= 2. UNUSABLE SUBGRADE MATERIAL IS ANTICIPATED i/L / _ BUILDING TO DRIPLINE. SEAL JOINT i/ INSET ✓ / / "� BETWEEN BUILDING AND PAVEMENT. IN THIS VICINITY, AND MAY BE ENCOUNTERED o _ Y 4, N �ry ( CB-1 ee: � }.���0y E TRUCK WASH AREA PLAN . LEAL B(. GI_ ',\ . p _ _ +'an //� I . \ �jI R --nl -_ l/ s , r< \'� } EXIST r c r_ 'I 1u.� ri ry.u.:L._I;.CSSr:ui.^LL �`L rc v F,'% L__ L_'v ri - !Cu". bl r1` y I n e ,1, r �: RIM=1530 .. �. I'Vh'+JL6 J 9� „ I- -. `_ _ 'Xt., I "yw� __ w ,; E:-.c" �6:- :. �SEWER'91SIF ,\,6 .40 n- ')r0A _-;;i',.G �- ......'�GQ= ' \ y0 +fir u m IS' NEW ELEto CTRIC .:.a �r= einr� u + - _ _ _ ..: -^eY�."'T-'rt��s-_.'=4^ ° - . o CONDUIT SEE 4'i Y, _ . d CONCRETE TRUCK �-;� i -I li -wi lvl, I, - '1'^v- WASH RAMP..v,�aa Fin a rr-,, IF �L 1, �:"a ii (FEND PLAN �l�----Tr., v_ r o.,. -- r �,� r p I Q �� 1' N� n ^)T'F 1 ✓a.• y ? : iff I FYI k , nos ,m: - -= t "` re 6. s ,l --� yr y , T :1"'i 1_., -n I _„= I 'f-.l �voei\BULLRAIL TO BE ---'� - I= ' -..: - 1� .� l_-� ,L_L _ .-- -- ---- b g 11 w fill REPLACED BY CONCRETE. �- _`_Li _ 1 s,.Eo C i- ,ter-t:7.'`:' �,5>a \� � ;�Y - I. ---\ o •' `V � SEE FENDER PLANS, - �. ,// _ e A' ,,,e o NEW BULL RAIL INSTALL CONCRETE JERSEY --,, " - c, ,,, C., �,'Y >4• ri a BARRIERS AND PINS. (SUPPLIED '11.{SUPPLIED - --_ -- -- v?.-• :11•'';, „ --_ - - _,=�y�;;- - \ I 4`• a BY OWNER) ��; _ r.�`M1. - _ :r.` ` u" I I I I I I I _, -\ 4e;Dt `Ill m O S 50 S 100 S 150 S 200 S 250 S 300 S 350 5 �--400 5`' _ � S + ' , DYINEs g/H/rrl rore 'vim ae O _ wgnw w4 CM O Drawn ALR /p Peratrovich, Nottingham & Drage, Inc. tp PLAN Engineering Consultants alwekwC Seattle,811 First Avenue, Suite 2 0o 10 20 30 60 90 E. PORT OF ANACORTES Washington, 98104 0o woieeb Na:9B411.46 PH: 12061 824-1387 FAX: 12081 8244388 >m m 54 Peratrovich. Nottingham o DNNW responsible for safety programs, PIER 2 PAVING & REHABILITATION GRADING AND 9 rage. Inc.Ina PNktl ,°not / 1 / \ / enwwt \ methods,procedures f operation, or the coned only of the design shown Muse ` Y wt.APR[L, 2001 `c' ei wiu' Drawings as for use on this ' yscam NOTED \ DRAINAGE PLAN , 3 gf 10 .I QO g project on and are not intended for reuse wiNout written approvalstuteafrom ent du Dr wings are also not to be used in any manner that would constitute a detnment directly or indirectly to PNIca O_ A MATCH BULLRAIL c. 329.5 E 5/8" CLR 2'-0" STEEL GRATING TRENCH ?, 332.0 E 71.0 S 332.0 E 0 TO O. 7-DRAIN, SEE GENERAL NOTES. / �127.0 5 L5x5x1/2" TYP. DEPTH IDI / 1 j I ! #4 BAR x 2' LONG 8 D1=9" VARIES �4" O.C. 1'-0" $ ! S. / .. F [ `' •I__ fl � ._ I"I CRACK CONTROL �; - JOINT 0 LOCATIONS - _�J w I o CONCRETE TRENCH SHOWN, SEE DETAIL •' `• • - D Ti . RAIN n o -'-I-'--- - • $B BARS 09" 0C co _ I BOTH WAYS ! a 272.0 E 272.0 E 1'-6° / 3-#8 BARS /127.0 9 /202.0 S 4" LENGTH r 1'-3r' TYP. at \ 1=-On —?7g—' __- __--_+__3 ',— _____ EA, SIDE/5/16 l7 MIN. 3,_6„ 3-#8 BARS, CENTER SLOPE ' #5 BENT BARS IN TRENCH BOTTOM —_� --- �—® ENDS t$8 BARS AT v —.-_r____ _-_-_ _ ._-_- -__. _ .___�� _ —T _ _.__.__ is" 9u O.C., TYP, l ,$ - CONCRETE TRENCH cs EDGE OFDOCK I [-DRAIN T-2 TRENCH DRAIN 8 STRUCTURE BELOW', _ ELECTRIC / PAD ' / 215.0 E SECTION H—H j 215.0 E 1 ■ 212 = - - — SLOPE ff SLOPE ,7 _ 21510E W IIIII IIIIIIIIIU IIIII IIIIIIIIII IIIII III\TL - 1/4" WIDE x 3" DEEP I W D2=1'-4" �LDNLRETE TRENCH 215.0E EXISTING GAP, FILL W/ SEALANT °1 _ D2=1 8" 127.0 S 265A S ELECTRICAL 15# FELT o— ! DRAIN T-3 • o Cl ' D7=i-6 PAD EXPANSION JOINT, 2 6 = ` " -ENTIRE PERIMETER IniallINI \MATCH BULLRAIL TYP, LEDGE OF NEW \192.0 E c 192.0 E 1845E CONCRETE 202.0 S w w ,r tom_ CRACK CONTROL JOINT S PROVIDE THICKENED SLAB SIMILAR TO NOTE STATION POINT 0,0 SECTION E-E tu IS AT NORTHWEST AROUND PAD. PLAN CORNER OF DOCK. 0 5 10 20 40 60 FT. SECTION J—J PROVIDE KEY @ ALL 1 CONSTRUCTION JOINTS 1 FILL WITH #8 @ 9" O,C. NEW A.C. SEALANT BOTH WAYS co PAVEMENT 1'_6n A (CENTER IN 1'-0" 3" CLR, O. Ej 0 ENDS 12" DEPTH) STEEL GRATING DEPTH D1 ? DEPTH D2 to ITHIN [ a .._,i - � 11� 4'NOFRCONSTRUC IONSPLICE WJOINT to . STORM DRAIN tat_ . m rL:.:..:':• PIPE I j' 1q 1-cz,,u`µxr='�.� SLOPE CONSTRUCTION JOINT E EXISTING -:\, ' a °_.`"�' �iF ,d_a5 I �— -- «._�� o- SUBGRADE o- h " tr', e� PIPE I.E. LOCATE AT CRACK CONTROL JOINT 8�7{,rilf-,.1, - ' - .°r _ iii3) #8 1' �- AS MUCH AS POSSIBLE '`' FOUNDATION MATERIAL tti -, UNDER ALL CONCRETE 0 #5 BENT BARS 2'-0" 6" FLATWORK _ _ . - 1 re co (— 0 ENDS w F 18" ce 2'_On a SECTION E—E SUMP a UPLAND AREA TYPICAL PORT OF ANACORTES r. SECTION F-F TYPICAL PIER 2 PAVING & REHABILITATION -- SECTION SIMILAR EXCEPT MODIFY EDGE THICKNESS DEPTH TRENCH PROFILE co TO 18" OR TO TOP OF CONCRETE DECK, WHICHEVER IS LESS. T B•wimiwd: TN SECTION G—G ii°+� ��p� 1 - l% Peratrovich, Nottingham & Drage, Inc. D- SECTION SIMILAR EXCEPT MODIFY EDGE THICKNESS DEPTH �.! y m.•e ALR al TO 18" OR TO TOP OF CONCRETE DECK, WHICHEVER IS LESS - 4 cb.aw.¢ ♦- \ 811En First Consultants 3 AND MATCH BULLRAIL. sIOHS \ till Fle, Washington, Suite 260 o Seattle, WBehlneton, 98104 o- project no.88411.46 PH: 12061 624-1387 FAX: 1206) 824-1388 . CORES 9/l1/eI ' mPeratrovich, Nottingham & Drage. Inc (PN&D)Is not responsible for safety programs, s �f1 'mot �< methods, po edaree of operation. or the construction design shown on these Me: APRIL. 2001 CONCRETE PAVEMENT QO drawings, Drawings are for use on we protect only are not intended for reuse 4 without wntten approval from PN&D. Drawings are also not to be used in any manner Bole NOTED of 10 that would constitute a detriment&pc*or indirectly to PN&D. \ \ / yam\ \ y\ \ Ir SAWCUT GRADE POINT TABLE No, SOUTH EAST CURB SCHEDULE No. SOUTH EAST SAWCUT SCHEDULE No. SOUTH EAST 9\ y\ \ I R-20 350.37 S 14.37 E C-1 537.15 S 44.92 E SC-1 404.86 5 -1.32 E �i\ y C0 R-21 355.42 S 50.25 E C-2 46215 S 44.92 E SC-2 420.17 5 19.08 E 9 R-22 383.25 S 60.98 E C-3 462.15 S 26,98 E 90-3 460.60 5 24.31 E \_, 'Ec5 a R-23 430.10 S 26,31 E - C-4 526,09 5 26,98 E SC-4 456.39 S 7.63 E R-24 422.97 5 26.31 E 1 -.C': SC-5459.30 S 6,91E - .ii. \ > / R-25 462.15 S 36.28E SC-6 463.69 5 24.31E - \ '-- R-26 522.14 S 35,95 E SC-7 526.09 S 24.51 E c-° /� QY, \ __ SC-8 539.13 S 48.25 E QS2� \ 5C-9462.155 48.25 E 1 MATCH EXISTING 're"' Zth I \ PAVEMENT ���, ,o ,ryP y2.}'y, yG,y -� \ AT SAWCUT 2"e HOPE PIPE MATCH NEW CURB TO �i f „Pj" �" f n^ o EXISTING CURB - /7 o- 4QF 1 \ , u\�_____.3NSTALt--NEW____-_ 9 .:P n ` ,ri,k RIDGELINE, y \...TRENCH DRAIN - ,,t ,D N TALL a 24 HOPE PIPE a \ TYP. \\\\ \ Ca C. CiD s o UNDER CROSSING. 2"m HOPE PIPE MOUNT TO SID\y \ p. NCRETE i- B BURY 2 BELOW\ y 'C ry CURB BOTH C'C -- - slDes� - 5 GRADEPAVEMENT , \ 'S \ , v 7 K�`� __e- - - - - 'I __ -�;! 4_rllc I -.'.. - ,' .___-'( - _- o.4 _ x \ \ o R28 e � ___ - JL II., L� l: �\\ z EAVEMENT�i xr fr+ i n"' \ �� _-__-_ R646 Ir- _ J ICC�'��i ., r'dG arl 11 < ��i� 'Ir -it - L 5 CLR. J„,,, + II �I I'L__ II 1L_-__ L _ _ I , \ \�\ \ y T O C. 15.8Q �__ __ __ � _ -_ __�� T7P. .`.. 2 b FLEX 5� . F1A'[CH PAV�`MM 1yT � ', �j C3 C77 I.._. _ - ., - _ _ - _- 4 TO BASE-OF XFi- .y0 r,: .` yu _-.� �yC�71 "s t ;D .!I _ ''`r. �; ETC A3 r- "'- "' ► 'gyp 'o REMOVE EXISTING STEEL GRATING, - ' , h --f -- s.c -- -,i .--- INSTALL NEW TRUCK WASH v _�ADJ OL J �` �f __,- ' I!=__ NFROM PIPE - - _TRUCIEETE ®D2RUMBO.C,LE BA&5 y . _ Ii=_� I-�'I_-- ,`� 1--- ., 6 GRATING. B. .. EDGE[OF „ REQ'D _i, ,, _ ----'2- OF.CURB - - - - - • 2 ROWS TYP. EXISTINGR CONCRETEH I ! CONNECT TO EXISTING '1 AS / , - -- - RAMP SYSTEM, SEE PAVEMENT / ' - - TM E+N- __ _ib_ _ REST-ORE ASPHALT-TO., WALL FOR PIPE SCHEMATIC DIAGRAM, ' 5 -1 _"s:_ __ `_ -___.- >.I :r ___-_ORdGINAL.DEPTH--- - - , - MATCH NEW CURB I: ADJUST CATCH BASIN ,2-\ f 4" GALV. STEEL PIPE, - '- TO EXISTING CURB -- AS REQUIRED I " ' - I' I w CONNECT TO TRENCH-DRAIN - lip ` ;I: I "' rt -` OUTLET. SLOPE TO DRAIN.'- -'A' _ _ - = _ - 3 GRATES PER !� •&_ i , _ n..'- _ - OPENING I T z • C. O 3 v. 1 `n, , - II _ I .-___a__ ____ __ _________s 'i 350 B 400 9 450 9 500 S 550 5 _ 0 a • PLAN 03 01 ,9 0 6 12 24 36 FT 1 1/2" x 1/4" LOAD 5'-11" MIN. `t rIrr BANDING ENDS 5'-11 1/2" MAX 0. TO O.c ao N 2" CHAMFER j �2 1/2" x 1/4" BARS TRUCK WASH TRENCH CROSS RODS" AT 15/16" 0,C w NEW ASPHALT DRAIN. SEE GENERAL STEEL PIPE FILLED AT 2" O,C., TYP. I PAVEMENT WITH CONCRETE. 'o n6.1" NOTES. 8'4 CONCRETE II 8 PAINT YELLOW TO 2 SCH 80 n_ TRUCK WASH RAMP MATCH OTHERS. HALF PIPE co SLOPE 'C CONCRETE c A, '�,r� TRUCK WASH 35 GRATES GRATING ix RED t-0_ RAMP 5/16 *' .e O 0 �ILI II � �� :o PORT OF ANACORTES 9 'r,, O /;INP! \!1RS { FORM.6� PIER 2 PAVING & REHABILITATION ap _ q „ LTDANMIRES To1 1 L4x4x1/2TELD4'-0" LONG AT I, • 8' D.C., EACH LL__L `.; WAY Draw: ALR Peratrovich, Nottingham & Drage, Inc. m ;- =% ;., , , , %,,,\,,% 24 m Engineering Consultants c 6" FOUNDATION ie{� \ 811 First Avenue, Suite 260 o #6 BARS AT MATERIAL RUMBLE BAR DETAIL CSew.& 4 Seattle, Washington, 98104 pO 8" 0,C., TYP. 1'-10" 10" BOLLARD Palct Ne.:98411.46 PH: (206) 624-1387 FAX: (206) 624-1388 m� 2 REQUIRED AT TRUCK WASH c>S 2 REQUIRED AT BACKFLOW PREVENTER Peratrovich, Nottingham &Drage, Inc. (PN&O) is not responsible for safety programs. / ♦ L. 1 eft ao me@ads, procedures of operation, or the project construction of the design shown on these wt.: APRIL, zoos TRUCK WASH PLAN SECTION K-K w ten approval are for use on thisproect Doryare not intended far man 5 thatwithout would tppteval from est d, Drawings in are yet not to be used in any manner Bulw: NOTED of 10 Nat would constitute a datnment directly or indirectly to PN&D. \ / / WEST FILL WITH USABLE „ REFER TO ASPHALT EAST SUBGRADE MATERIAL 12 ASPHALT 79.00 ._ _ TRENCH _______ __ _______ ____- EDGE DETAIL TYP. EXISTING PAVEMENT EX[5T. UNDERGROUND DRAIN EXISTING CONCRETE _______________ __ __ __ ___________ ____ _ _ _ _ ____ EXISTING GRAVEL 18,00 ___. -GRAVEL, ____ ___ _-__ .__-_____-- ____ _EX}STING___—_____ .__- _ __ -POWER--CONDUE�-____ _ _ .-_ - T-2__ __"__ __GRADE_ " -- P-AD"_.______-_____. _.. ___- - _- EXISTING SURFACE r FINAL GRADE TRENCH APPROX. DEPTH) RENC SURFACE 17.00 ___suoR,AP-_ ` _. _ _ ".- ______ . . _ EXIST T .. 3 11X DWMN -" DRAIN 16.00 SLOPE__ _ 1 _ - �_ 11X _ — O85X 14`7X - __ 1�6X 110XH _ _ _ __ _ 7--SLOPE RIPRAP 15.00 _— __ ._ _:_.,. -y1 _ - - :; tr r .".' -�"e MATERIAL -_" • _ ___ _- �- ___ -wYa+•rpe, w= ate. Y ._ F-0UNDA-TION -.- � V. 14.00 - '-' '.a' -z - sS?:3at•�r 1.� S-'Sit-` ...�..._ ', .�'-�-_ 13.00 EX{STiN01M'O CMP _BLADE SUBGRADE 0 E 50 E 100E 150E 200E 250E 300E 350E 400E 450 E • SECTION A-A SCALE: = 1V:5H • CONCRETE BULLRAIL O O STIR® (TOP OF NEW r ELEV.= 16.40' 15# FELT (0 EXPANSION —' 0 BULLRAIL=17.50' `// JOINT BOTH SIDES SEE FENDER PLANS) 12" ASPHALT FI 8" CONCRETE PAVING 06 BAR 8 8" O.C. 1- �' r-' CORE CONCRETE PAVEMENT ,,�,,,_ o� G EACH WAY. o� EXISTING T O /:',:.%.` EXISTING BASE COURSE. RUMBLE BAR, CENTER IN e" DEPTH. 3 ASPHALT �5 ~ ' , < I 70' APPROX. 20'D APPROX. 2" ELBOW _r /'> ;-s' GRADE 8 COMPACT AS <i TYP.SLOPE SLOPE •ml PAVING -,1 Ma EAST CURB I REQUIRED. - ELEV- 15.00' ± �rwf- yp. 5#2112MtESSIMITatar#1g1.ZSO Sif••+sv,'114i++i�LaY,dCS;E'2t- `f� ER XING EXISTING SHED CONCRETE NEW ii,a■. T 1' NEW CONCRETE �l WATER ill DECK PANEL CONCRETE CURB 1 SUPPLY CURB 6" FOUNDATION , O CONCRETE MATERIAL UNDER 1' APPROX. 9 8 NIl I CONCRETE RAMP. O O 0 1O PILE CAP 9' APPROX. 9' APPROX. OK1-1O lill SECTION D-D I�I � O �� O CORE 0 0 24 HDPE PIPE, DRILL 3/8"0 2"e GALV. ADJUSTABLE PIPE WEST CURB _ SIDE OF CONCRETE DECK 4' APPROX. HOLES, 12" O.C. HORIZONTALLY STANCHION SADDLE W/ 60' APPROX. 40' APPROX. SECTION B-B TOWARD RAMP. U-BOLT. GRINNELL FIG. 191 4" APPROX. OR EQUIVALENT SPACED EVERY B'. TOP OF CURBf 1" CHAMFER, li 3 IT.O,C.I a TYP, 2" GALV. PIPE CLAMP, UNISTRUT P2558-20 1 REFERENCE POINT 02" GALV. STL. SCH. 40 PIPE O OR EQUIV. SPACED AT 8' up * CONCRETE RAMP REPLACE PAVEMENT O 2" GALVANIZED STEEL TEE O 2" HDPE TEE 2"0 GALV. ADJUSTABLE PIPE 2"0 HDPE PIPE, DRILL 3/B"* AS REQUIRED2" 2"a - O GLOBE VALVE Og PIPE STANCHIONS 'o STANCHION SADDLE W/ HOLES, 12" O.C, HORIZONTALLY �oIS m U-BOLT. GRINNELL FIG. 191 TOWARD RAMP. SLOPE 4" rc 0 2" FLEX HOSE, 100 PSI MIN. WORKING PRESSURE O9 2" HDPE CAP a OR EQUIVALENT 4" APPROX. EMBED ¢ E%)STING 0 SPACED EVERY 8', _ > a ASPHALT O 2" HDPE ELBOW m 1" CHAMFER, Z. TOP OF CURB :1-...;:::'::-: -' _ N� l- TYP. ° IT.O.C.I ,w + oi REFERENCE POINT %: ,, TRUCK WASH ADDITION m REPLACE PAVEMENT - ' „ SCHEMATIC DIAGRAM a CONCRETE RAMP AS REQUIRED in to r I- cu 4" SLOPE SUBGRADE, �',; ;iC GRADE & COMPACT ' --8 EXISTING o AS REQUIRED CONCRETE CURB a ASPHALT 3 11111 j EMBED NI -_ SECTION L-L PORT OF ANACORTES a 1 tirti c-- PIER 2 PAVING & REHABILITATION n. r a :.-- 4m ' ,�Si:�`C'AN-\�'<.r SUBGRADE, �! 4 / GRADE & COMPACT ,:'4r Dr. ALR Peratrovich, Nottingham & Drage, Inc. h- CONCRETE CURB AS REQUIRED �• J o Engineering Consultants co 3 o '27eN&L '- OMaked: 611 First Avenue, Suite 260 Seattle, Washington, 98104 aO E lR6 Dillies' Project NA:98411,46 PH: 12061 824-1387 FAX: 1208) 824-1388 >'f SECTION C-C Peratronch, Nottingham&Drage, Inc.(PN&D) Is not responsible for safety programs, / \ r Weal tit methods, procedures of operation,or the construction of the design shown on these oat« APRIL, 2001 drawings. Drawings are for use on this project only and are not intended for muse SECTIONS AND DETAILS 6 1of 10 without wntten approval from PN&D Drawings are also not to be used in any manner Scw: NOTED 6J that would constitute a detriment directly or indirectly to PN&D. \ / 3'-6" STEEL GRATING SAME AS 31-6" TRENCH DRAIN. SEE 5/8" 2' 0" GENERAL NOTES. CLR. O. TO 0. L5x5xI/2" TYP, 12" A,C, 4" WELD , MODIFIUTIETYFORVAULT 00,000 LB A SIDE> FOR DEPTH 5/16 REFER TO PIPE I.E. \ / GRATE NOT WHEEL LOAD. EA. SIDE SHOWN FOR 36"0 MANHOLE FRAME AND • NEW ASPHALT LID, RATED FOR 100,000 LB. "" #4 BAR x 1" 40NG• - ` �_ I . , " CLARITY PAVEMENT 0 4"'O.C. AND AT ENDS - " , WHEEL LOAD #4 BARS e!CB,.D.G. V i,'7"y�'j�t'+-^.t 'o. '-a I.E r'A `b,}.i , C to o- ___ GROUT ALL 10 0 a ' PENETRATIONS, \ STORM DRAIN . o �}+�/�f P-2 OUTLET TYP. 0 0 4 \ PIPE �;�-w FOUNDATION / \ ��� 7+ 1 1 L \ Po .t,fdf MATERIAL On ! �,r 5/8n 3i 6"P STORM 1 1 \ � y`'� TYP. R� 0 30 PIPE INLET 75 an a if • 744 BARS 06" D,C., CENTER STORM DRAIN 4" HOPE 1 844 0 8" O.C. IN TRENCH BOTTOM I PIPE, P-1 WATERLINE 3611 T 2" GALV. STEEL PIPE, TYP. SECTION PLAN 3'-6" SOR. CATCH BASIN 3'-6" STEEL GRATING FOR TRENCH DRAINS. SEE GENERAL NOTES. 5/8" 2'-0" CLR. O. TO 0. L5x5x1/2" TYP. FINAL GRADE, ELEVATION 12" A.C.--\ 4" WELD r TOP OF PAVEMENT LENGTH > 7 FOR DEPTH EA. SIDE 5/16 REFER TO SHT. 4. _.. ...i " #4 BAR x P LONG , to - PAVEMENT SUBGRADE O 2" GALV. STEEL ELBOW 8'4" 0.6. AND AT ENDS - ( • j#4 BARS 0 8".O.C. 'o �':'.� 2 FABRICATED STEEL BRACKET, K , �I'< - w 0 BOLTED TO WALL. �',r'�u ut5'✓~,>'J }(�-, ,",J'7i 1 \I .���' �,. u"i", 'fiG ,� •„ %r ut Oj 2" GALV. STEEL 450 ELBOW -+p^r%„j-7-w -,� \ i ' J, ->`-..: : PIPE BEDDING MATERIAL. \'�� l} + n•' `-� I'E' y� [` COMPACT AS REQUIRED a ,�> ' T;1-." : ' G r;-. s :1 > O 2" BRASS BALL VALVE^" 'CO . ENCASE IN CONCRETE sf'. STORM DRAIN i .'p.,. Yf WHERE COVER IS LESS 5 2" x 1 1/2° MALE ADAPTER \ PIPE r _ - ` THAN 24", O -9 b ��- 1/2D D D D STORM DRAIN PIPE OR O 4" x 2" REDUCER AND HOPE/STEEL I\ _ - FOUNDATION WATER SUPPLY PIPE. TRANSITION FITTING(S) 3 1 L \ - Co L MATERIAL v , NOTE: ' \' 3. ` +V PIPE BURIAL DETAIL WATER VREUSE AAULTS, AS MUCH AS POSSIBLE. e i � , to) 7-f4 BARS B6" 0.C., CENTER WATER VAULT DETAIL E. #4 ® 8" O.C. IN TRENCH BOTTOM o_ NOTF• JERSEY BARRIER L D yqR 1 r (WHERE REO'D.I c w . ep tu 0 36" 1. PROVIDE SUMP AS SHOWN ON SHT. 4. s /o,, ,- a TRENCH DRAIN T-3 ROLLED ASPHALT CURB AT 'o�s�# �� w SECTION ALL LOCATIONS WHERE o ASPHALT PAVEMENT MEETS D tREs B/11,L7 1 GRAVEL SURFACE. o EXCESS UNUSABLE a 12" PORT OF ANACORTES ASPHALT PAVEMENT e" ASPHALT PAVEMENT SUBGRADE MAT'L. a SUPERPAVE ASPHALT an ' i° CONCRETE WITH 3 GRAVEL SURFACE PIER 2 PAVING & REHABILITATION a) FINAL GRADE BINDER PG 64-22 4*, /.::..;, <:'/.;:// Deffliped: CM a 2 m " . Oran ALR Peratrovich, Nottingham & Drags, Inc. —_ — —_ — SUBGRADE Engineering Consultants `j I Checked: 811 First Avenue, Suite 260 13 ASPHALT EDGE DETAIL Seattle, Washington, 98104 00 'n SUPERPAVE ASPHALT CONCRETE project No.:98411.46 PH: 1206) 624.1387 FAX: 1206) 824-1388 e SUBGRADE, COMPACT WITH BINDER PG 64-22 NO SCALE >, INCREASE OIL CONTENT BY 1/2% peratmvich, Nottingham& Drage, Inc (PN&D)is not responsible for safety programs, f \ / \ / sheet \ AS REQUIRED, operation, or the construction of the design shownon these oats APRIL. 2001 $< methods, proceduresDrawingsof QO drawings. Drawingsare for use on this project oery and are not intended or reuse DETAILS ASPHALT PAVEMENT SECTION without written approval from PN&D. Drawings are also not to be used in any manner BUM NOTED 7 °I 10 that would constitute a detnment directly or indirectly to Fella \ / h. 2 \ 2 • I I I I I I 4" GALV. STL PIPE 4" HOPE PIPE I I II • 0 S 50 S 100 S 150 S 200 S 250 S 300 S 350 5 400 S 450 S PROVIDE THRUST BLOCK LU 17.,c7,,T1 . 77,-,T. NEW ELECTRICAL _,.....arelis r,...,.,„.7e: % z_AS REQUIRED PER CITY OF ANACORTES STANDARD ik. IN 1.`,11 FENDER PLAN,CONDUIT. SEE -‘..6 SPECIFICATIONS L11 ,,,, -I 1- -- -t [-,) ,TEE, 9.P.Rkw.k SEE WATER SERVICE t ' >. CONNECTION DETAIL I I STEEL/HDPE FLANGE 12 -- ---- --- -- -C.,' Ei.Eluil iii.-- NNEW,PP 1----- 1 1 ---i CONNECTION IV k iH, 711-1 - 3,,..a I! 4" GATE VALVE PER CITY LU ir' . "., , .., „ „_ , WATER VAULT LOCATIONS Jwc 0 o Li .57C(4141e ,1 - ' . . .— _. , •-., No. SOUTH EAST ELEVATION* I OF ANACORTES STANDARD SPECIFICATIONS * ',F- -"—"w ,,,, _ L i 411 L_ __ a: , W1 246,30 S $40.19 E 16.42 *141 IC:TO PIER FACE -4 C---f-i - - — W2 167.76 S 283.10 E 16.50 (SEE FENDEFF 1- W3 219.96 S 255.70 E 16.25 PLAN ) i L_ _ _ __„ _..„.,__ __ 44 HDPE WATER LINE. _ .....),,. ._ .„ i W4 254.96 S 138.75 E 16.18 r;; o HBURY 4' BELOW FINAL GRADE, EU :V, I U.:7..717,1Loi,i0o;whaallQUITWElis=r00; ..-: 1'7 EWXITCHEPOTTWHEHRERUETILNITCIEOSNFLICT Ifi' * ELEVATION ARE APPROXIMATE. MATCH TO NEW PAVEMENT. ENCLOSURE ;1:1' •A• BACKFLOW PREVENTER _ . F1 ce al ---- I 1 <'111 . I c LI 4" GALV. STEEL LO ir':,,- 0.,1.5 2 ' PIPE 1_, 82" x 38Il CONCRETE PAD , . I --- ',Ay .- A/ -AAA— Y. L ' _I OFFSET 3' FROM EDGE I .,/ „ /„,,-,, ,-,, .. ,,,,,;5' INW\-ALL WATER '' - OF PAVEMENT VAULT, TYP, 1 • \\) ,/ L, .., _ , I NEW ASPHALT .-' I Th.- ) I 0 0 (\CONCRETE PAVEMENT -.).\l ' ,' - 1' OFFSET 0 1 .1 : , to : , .,,, —isH — --[ —w— —1 , . 24"* BOLLARDS t ., •, . .; , ' ,- , KY",y /''.c.;:;-,Y.',‘,2 I , < I I 0„ 47 _ pso W3 I ,, ,, i - PAD _ III to / CONCRETE'''') 1,1 ; c I :-j : kl-2 ' EXISTING 860_7 4" TAPPING TEE w/ 4" TAPPING — ; 21 WATER MAIN oL VALVE PER CITY OF ANACORTES CONNECT TO EXISTING :.;, i y 'I - CONCRETE ENCASED 12" I 1 STANDARD SPECIFICATIONS. STORM DRAIN. I 1 I PLAN LU IRUIMIIIIIIIIIIIINIMISEMINIMallilliall4. .1111.111111•111111Maiall!. , O .• '1 0 1500 WATT HEATER- 4 1 4" REVERSE PRESSURE oi '$) 1 BACKFLOW PREVENTER, 120V/10 I ,P-3 ‘ 4 : WATTS MODEL #909 4" GALV. STEEL ri , -..:_. : 1 ' TEE WITH PLUG ,,1 11 1 5 ' HOT BOX ENCLOSURE it A MODEL # HB3E. MOUNT DRAIN PORTS PER 0 ILI ci_ 11:,, - PER MANUFACTURERS MANUFACTURERS - , :.1 I RECOMMENDATIONS RECOMMENDATIONS LO 1?-; A 16' 1 ITE -r T.T, GROUNDLINE ' 1" . .., I cr,. 1 I ••• ... 1 1 „ -I , ' Qt , . ,-,1 a 4" GALV. STEEL PIPE o) '' STANDS WITH (4) 1 1/2"3 LU 1 / • . P-2 6"0 HDPE STORM • I x 3" GALVANIZED STEEL -0 li 0 0 - H.: - - --._ - --.. 1 / DRAIN PIPE, TYP. 1 I . CONCRETE ANCHORS, ko IK,• :-. RIGIDLY CLAMPED TO PIPE. I I __.-, r -i Etaum11.7111ruaLmccEnunr:Kii IL L 9., , IL- :';', , ELEVATION I woo, 4N,, IL U:. if.i.;:r 1 ,,,0, , . . * 1 tillitDING 1 Ii‘i.E, al It, _ _ It' ' WATER SERVICE , cy, ____— . . :,.. -L-- -.., - - .. t r, :44,,po_E h.. , ;-. / EEWiF Pillill -0., ;ill/Iii T:PON ---- EDGE tiE ilESN-Iti-il s 2-- i . .„. . . I >wii . CONNECTION , i 1 .w,;••=fr-z.,--,---,- ri — - - .„ •I— ivisL au--_, --. <Q, CONCRETE TRUCK o`', " 1-:=-1-=-A Pqr:T-r 1. I.;1F 1 . 111. 11 Fir .1 '-. '4'4 WASH RAMP u,T1 V1. _C-Ti-r. 1.111",1 j l' 1 Lit 111N'1111111 '. IL: 1' 11.1 P; V .. -._ . . -_, , -) i__—_—____ -S,1 n rata' ' 0 !4, -- ce I: ., .,_ .„,„, _..,,,,, , , . W- 4,004,Fl):,:-' r.:, 1^. _.,_ rl, - I:13-,04 4 --1 ---"-',,. . EU . .. 1 1,1' 4/9• 1 ‘ro >---- T: ,FIEn . NI i e IX - - . --, I -eff',1 ' ir 1 0 0- 4''.. 1'-- ,')1 "-,-2PP4 --__ - - . 4. - - 10, 4.44 %4,, i 1,4ktmoi 0 :,, ' > ! < , L\•••;,4,4Ci'S.,:. 't:' ' ‘ i a I I I I I I I I -._ i- .----.:-,--, CI \ to co 0 S 50 5 100 S 150 5 200 5 250 S 300 5 350 S .r--400 S .---:-.\-atOg,. CORES 9/11/e, (• , 1 , - r GI .. Deemed: CM , (p Peratrovich, Nottingham & Drage, Inc. 0 Drawn: ALR it- Cr) °woke& ntki ii ) Engineering Consultants .c. PLAN 811 First Avenue, Suite 280 3 i, ( • Seattle, Washington, 98104 L 0 10 20 30 60 90 FT. PORT OF ANACORTES Project We:$8411,46 PH: (208) 824-1387 FAX: MOM 824-1388 Cans•- rirmilrl ti- Pewit/notch. Nottingham Yu Drage, inc. (PN&D) ts not responsible for safety programs. PIER 2 PAVING & REHABILITATION " -, , ) ,- Shoet iN 7d. methods.procedures of operation,or the construction of the design shown on those \ 2 Bac APRIL. 2001 drawings. Drawings are tor use on this project only ond are not intended for reuse WATER SYSTEM PLAN 8 .L10 without written approval frorn PN&D. Drawings ore also not to be used in any manner seat NOTED that would constitute a dotiment directly or indirectly to PN&D. \ / ‘.. ) ‘ ../ I ; , GENERAL NOTES AND SPECIFICATIONS 5. SITE CONDITIONS Steel Grating n«>a»>xsx>xrsx>x««xx>ax»s>x»x»>rxx»>axx>s»«»»xxxxxx>««>x>»»a>rnxrxxnxxxxa>sx>xx>sxxsxrsxxxx>sxxxxxx The Contractor before bidding should verify site conditions As—built drawings of the existing Steel Grating for trench drains and catch basins shall be Klemp (206-628-9977) heavy—duty 1. UTILITY LOCATES facilities are available for viewing at the Port offices. welded steel grating KWHD 15-2-184, with full—depth end load bands. Panel lengths shall be 3— feet minimum and 4—feet maximum, without anchors. Steel grating shall be hot—dipped CONTRACTOR SHALL PERFORM ALL NECESSARY UTILITY LOCATES PRIOR TO 6. MATERIALS galvanized. BEGINNING WORK. Useable Material Steel Grating inserts for the truck wash shall be Klemp heavy—duty welded steel grating KWHD Utilities shown on the Plans are far informational purposes only and other utilities may be present meeting the dimensions and requirements shown an the Plans. Steel grating shall be hot—dipped at the work site. Useable Material shall be defined as clean sands and gravels, free of deleterious or organic galvanized. »»raxwxaxr>r.»a»»xxsaxxrs>xxxxxxxarx«xxxxaarxsaxxxx»a>»r«sxxx»x»«»x>ax»sxxaxxuxxwxx>xrrrsxx»«>»xxx materials, including excessive silts or clays, or other unsuitable material which is excavated within the project limits as determined by the Engineer. Useable material shall be stockpiled on—site in Trench Drains for Truck Wash 2. APPLICABLE CODES the construction limits or in the Contractor's staging area for re—use as required. Trench drain for truck wash shall be an ACO (253-581-2198) Drain, Model S 100 complete All materials and workmanship shall conform to the Drawings, Drawing Specifications, and Unusable Material system for attachment to horizontal tight line pipe. ACO trench drain and cover shall be suitable Contract Requirements. In cases where contract requirements do not specifically address for Class E loading (700 psi loading) and shall utilize quick disconnect grating system. construction activities, submittals. testing. or specifications the Contractor shall meet the Unusable material shall be defined as any other material excavated from the project site, which requirements of the current editions of the references stated below and in the same order of does not meet the requirements stated above. Unusable material shall be removed from the project Water Pipe preference. All local codes plus the following references, in the current edition, are made part of site. these General Notes and Specifications: All steel pipe and fittings shall be standard strength (Schedule 40) with threaded, butt—welded, or Foundation Material roll—grooved ends. All steel pipe and fittings shall be galvanized. 1) The Standard Specifications for Road, Bridge and Municipal Construction by the Washington ' State Deportment of Transportation, 2000, Manual 41-10, English Units. Foundation Material under concrete structures shall conform to the specifications in WSDOT HOPE Pipe and pipe fittings shall be made from high—density polyethylene. The HDPE pipe shall 21 American Concrete Institute (ACT), Standard 318 9-03.17, Class A. meet the requirements of ASTM D1248, D3350, D3261, and D2321. The storm drain pipes shall 3 Portland Cement Association (PCA) be SDR 17, and the water supply pipes shall be SDR 11, rated for 160 psi. 4 Concrete Reinforcing Steel Institute (CRSI) Pipe Bedding Material 51 American Welding Society (AWS) D1.1 6 American Society of Testing Materials (ASTM) Specifications Pipe Bedding Material shall meet the requirements of WSDOT 9-03.16 and shall be compacted to 7. CONSTRUCTION 71 American Association of State Highway and Transportation Officials (AASHTO) 95 percent of maximum density per the requirements of WSDOT specification 7-08. 8 American Water Works Association (AWWA) Demolition and Ad lustments 9 Uniform Plumbing Code (UPC) Manholes, Inlets, and Catch Basins 10) City of Anacortes Standard Construction Specifications All debris requiring removal shall became the property of the Contractor, and shall be removed Manholes, Inlets, and Catch Basins shall meet the requirements of WSDOT specification 7-05. from the site and disposed of safely and legally at an upland disposal site. Any fees required for The information contained in these General Notes and Specifications is in addition to the details disposal shall be the responsibility of the Contractor. and notes provided an the individual plan sheets. In case of conflict between notation, the above Temporary Fence references, these general notes, and the notes and details an individual sheets, the following Stockpiling of useable material must take place in the work limits or in the Contractor's Staging priority shall be used: Temporary fence and supports shall be used as required on the plans. Adequate supports for area. temporary fence shall be provided and placed on top of the asphalt in a manner, which does not 1) All WISHA and OSHA safety regulations damage existing a.c. pavement. All valves, manholes, and utility vaults to be removed shall be demolished and removed from the 2 All project permit requirements project site. All valve boxes, manholes, and utility vaults to remain in—place shall be adjusted to 3) All federal, state, and local codes Asphalt Concrete Pavement proposed top of asphalt/concrete finish grade. Casts for any adjustments to utilities shall be 4) Details and notes on individual plan sheets included contingent to the lump sum cost for demolition. 5) These General Notes Asphalt binder shall meet the requirements of AASHTO MPt specification for performance 6) The specifications and standards listed above in order of appearance. grade 64-22. In those locations shown on the Plans the oil content shall be increased by 34 percent Asphalt may be demolished and removed from the project site by cold milling or other procedures. above the mix design and applied as shown on the Plans. It is the Contractor's responsibility to determine the best procedures to employ. The Owner is 3. DESIGN CRITERIA aware of timber railroad ties in the platform—supported section of the dock as well as vertical steel The mix design shall utilize a 19mm nominal size with gradation requirements as required in pipes that have been cut off vertically. Some of these may extend partway into the existing asphalt Vehicle Loads Appendix 8, AASHTO Publication SP-2. Superpave asphalt mix design shall use the HVEEM concrete. The Contractor should inspect the site, review all available Part drawings and take I mix design procedure defined in ASTM D 1560 and D 1561. A minimum stability of 37 shall be these conditions into account when bidding on the project. Wagner Forklift: Loaded front axle = 204 kips provided in the mix design. A minimum tensile strength ratio of 80 shall be provided per Metroliner Coke Conveyor: Front axle = 161 kips AASHTO T283. Excavation of usable and unusable subgrade materials will be required beneath the existing asphalt concrete pavement. The Contractor will be responsible for removing and disposing of all asphalt 4. REQUIRED SUBMITTALS Requirements for asphalt concrete shall meet the requirements of WSDOT specification 5-04 from the project limits where required in order to install the proposed asphalt, concrete and other where appropriate. improvements at the project site In areas where additional subgrade excavation is required the The Contractor shall submit evidence in the form of bills of materials, fabricator's shop drawings, Engineer will make a determination if this material is classified as usable or unusable. Usable certifications, manufacturer's data and installation recommendations, samples, or other Concrete material excavated from the project site shall be temporarily stockpiled within the Contractors I information that may be required by the Engineer to verify that all materials and methods used on staging area or within the work limits if desired by the Contractor. Unusable material will be the Project conform to the Plans and Specifications, good workmanship, acceptable industry Concrete shall be standard weight, Portland cement concrete meeting the following minimum either stockpiled in a separate pile for temporary storage within the Contractors staging area or an standards, and manufacturer's recommendations requirements for strength and serviceability work limits or immediately hauled from the project site. 3 m The Contractor shall at the start of the project provide a list of intended submittals, which include Minimum 28—day compressive strength of 6,000 psi Usable excavation that has been stockpiled on—site shall be covered to prevent moisture filtration anticipated content and approximate submittal date for each submittal. The Contractor shall also Minimum cement content of 6 sacks per cubic yard until such time as the material is re—used. If all of the usable material is not re—used the Contractor a submit a detailed schedule and work plan for the project before construction begins. Maximum water—cement ratio of 0.40 shall be responsible for removing excess usable material from the project site and disposing of this a Maximum slump of 1" material. m The Owners review of submittals will be far general conformance only and it shall remain the Air entrainment of 5% to 8% ,o responsibility of the Contractor to conform to all requirements of the plans and specifications. Course aggregate size shall conform to the requirements of WSDOT 9-03.1(4)C, Subgrade ✓ Any intended deviation from the plans or specifications shall be identified by the Contractor and AASHTO Grading No. 57. c specifically approved by the Owner to be acceptable. Water reducers shall meet the requirements of ASTM C494 The surface shall be prepared to provide a uniform dense subgrade surface meeting the lines and agrades defined by the grading plan. The subgrade shall then be compacted to at least 95% per N Shop drawings of all fabricated materials shall be submitted for written approval prior to Reinforcing Steel WSDOT 2-06.3(1). c> fabrication or mobilization of any item. A minimum of six sets shall be submitted of which two in w will be returned to the Contractor. All reinforcing bar shall be ASTM A615 deformed bar, grade 60. Bars shall be clean and free After the final subgrade is graded and compacted it shall be proof rolled using a loaded dump o from cutting oil and/or other deleterious materials. truck to locate any soft spots in the work zone. If soft areas are encountered, the soft areas shall be iL The following is a partial list of submittals required for the Project. The Engineer may require excavated and removed from the project site. Usable material previously stockpiled on—site shall EL, additional submittals. Reber to be welded shall conform to ASTM A706 weldable rebar. then be hauled, placed, graded, and compacted meeting the compaction requirements stated above. 1 re1) AWS welding qualification for all welders utilized on the project, proposed welding Galvanizing 0 procedures, and weld materials. iit z 2) Shop drawings for all steel fabricated items. Galvanizing shall conform to ASTM A53, A123, or A153 as applicable. All damaged surfaces / \ a 3) List of employees, by name and position, phone contacts of on—site representative, and a shall be retooled with cold galvanizing. PORT OF ANACORTES minimum of two Contractor representatives who are familiar with the Project. * 4) Certified asphalt concrete mix design, materials data, and test batch results, Hveem test results Miscellaneous Steel PIER 2 PAVING & REHABILITATION m and other data as required to evaluate suitability of the Superpave asphalt mix design. \ / co 5) Certified concrete mix design, materials data, and test batch results. Additional requirements Miscellaneous steel required for the project shall conform to ASTM A36. All miscellaneous steel 1, C m are contained in the General Notes under Construction. shall be hot—dipped galvanized. c "' D••gmd: CM -- 6) All water system materials and parts, plus storm drain pipe. ` A' i m 7) Materials certifications %` / Peratrovich, Nottingham & Drage Inc. ,p ��Fy- Drama ALR 9 t m Timely submittals are an important part of this work and no work on—site shall be performed prior »''tY.( a Engineering Consultants to receipt and approval of the noted submittals. Any deviations from the Plans or Specifications 7DsdL` Checked: " \ 811 First Avenue, Suite 280 Seattle, Washington, 98104 o shall be identified by the Contractor and specifically approved by the Owner as acceptable. rroNot xo.98411.46 PH: (206) 824-1387 FAX: (208) 824-1388 00 EWES 9/11/bl m >` Peratrovich.Nottingham& Drage, Inc. (PN&D) is not responsible for safety programs / \ ( \ / sweet \ I aomethods, procedures of operation, or the construction of the design shown an these' Date: APRIL 2001 GENERAL NOTES , drawings. Drawings are for use on this project t only and are not intended for yr�oener SOJ•: NOTED 9 10 without written approval from PN&D. Drawings are also not to be used in an of that would constitute a detriment directly or indirectly to NO. "- 2 \ l \ l GENERAL NOTES AND SPECIFICATIONS (CONT.) Existing Pier Operations The lump sum bid prices for upland demolition and regrading, Items P1 and P2, shall include all The existing log yard south of the work area will remain in operation during the construction work described above. Following proof rolling if additional soft areas are discovered requiring period. The Contractor shall coordinate all activities to not affect those operations. Additionally excavation, disposal, placement and compaction of stockpiled usable material this work shall be an overlap is expectedloaiduring the time requiredmov for mobilization/demobilization reinstalled. /The Contractorto from the rdie paid for under bid item P8. Payment for Bid Item P8 shall be based an the estimated truck yards and when the coke loadingve equipmentp is removed and tid The shall coordinate activities during periods of overlap and shall include in the bid price all necessary coordination of unusable material far this activity. Na separate payment shall be made for other activities requirements. this work. for this work. foundation Material An area is shown on the Plans for the Contractor's staging area. All equipment for use on this project shall be staged in this area. Access to the site shall be limited to the access rood noted on Foundation Material shall be compacted to at least 95% per WSDOT 4-04.3(5). Usable the Plans. An area is also shown depicting the area where the coke loader will be relocated and excavation shall be used for foundation material. stored during construction. The Contractor shall install temporary fence at the locations shown on the Plans to separate these areas The Contractor shall include in his bid for the Upland Reinforcing Steel Demolition the required costs for this temporary fence. ' All reinforcing bars shall be supported on approved chairs or well-cured concrete blocks. Bars Damage to the existing dock, existing pavement, and other miscellaneous site materials caused by shall be detailed, bent, and placed in accordance with the CRSI "Manual of Standard Practice the Contractor shall be repaired at no additional cost to the Owner. The Owner shall approve Clearance shall be two-inch minimum between bars unless otherwise noted. Reinforcement bars acceptable repair methods. /f9 or less shall be lap-spliced, for tension, as govemed by ACI 318, unless otherwise noted on the Construction Survey Drawings. Concrete Placement All construction surveys shall be performed by or under the supervision of a Professional Land Surveyor licensed in the State of Washington. The Contractor shall layout the work from established horizontal and vertical control points indicated on the drawings and shall be Concrete pavement construction shall utilize recommended practices contained in CRSI, Construction of Continuously Reinforced Concrete Pavements. responsible for all required measurements taken from these points. The Contractor shall furnish at its own expense all stakes, templates, platforms, equipment, range Contractor shall submit a written description of equipment and methods to be used during concrete markers, transponder stations, and labor as may be required to lay out the work from the control j placement. Particular items to be addressed shall include: points furnished by the Owner. It shall be the responsibility of the Contractor to maintain the i Reinforcing details and placement methods control points, as noted on the Drawings, until authorized to remove them. Where survey control 2 Concrete mix design points are destroyed or disturbed they shall be reestablished by the Contractor at their own 3 Botching, mixing, and hauling of concrete expense. 4 Placement and consolidation of concrete Erosion Control 5 Finishing, texturing, and curing 6 Means of handling adverse weather The Contractor shall use Best Management Practices to provide control of erosion and siltation at Concrete shall be formed, batched, and cured per ASTM C94 and ACI 318. Results of test batch the project site. This shall consist of placement of any necessary materials, or other means and samples shall be submitted two weeks prior to work on-site No work will be allowed until required minimizing erosion. prior approval from Owner. - The Contractor shall provide control of all surface water, which collects in the excavation during Construction joints and saw cut expansion joints shall be installed as required or shown on the construction. Drawings. The Contractor shall also minimize silt tracked on to adjacent city streets by construction traffic All exposed slab concrete shall receive a broom or tine finish. Tine finish shall use an artificial and shall be responsible for cleaning the road surfaces during and immediately after construction. turf drag and metal comb. The tines of the comb should be spaced at approximately t The cost for performing these activities shall be at no additional cost to the Owner and shall be p pp l {x for considered incidental to the bid items. centers and produce grooves approximately 1/8 inch deep. Contractor shall submit plan for finishing. Testing and Disinfection Treatment of the top of the concrete surface shall have a white pigmented curing compound Pressure testing, flushing, and disinfection shall be conducted in accordance with the Uniform applied (Type 2, Class A) at a rate of 150 s.f./gal, per ASTM A309 Application shall be Plumbing Code, City of Anacortes Standard Construction Specifications, and the manufacturer's immediately after the finishing and texturing operations have been completed and the water film recommendations. The Contractor shall conduct testing and disinfection under the supervision of evaporated from the surface, or as soon as marring of the concrete will not occur. The compound the Engineer prior to final connection to the existing water main. The Contractor shall provide shall be applied to cover all surfaces and edges. A curing period of at least 72 hours is required. plugs and temporary blow-off assemblies for pressure testing all lines and disinfecting the potable Special methods for curing in adverse weather may be necessary. water lines. I Asphalt Concrete Pavement The potable water shall be hydrostatically tested to 150 psi. Initially, the test pressure shall be enapplied to the HDPE pipe for 3 hours to allow for the initial expansion of the pipe. After this The asphalt shall be compacted to at least 95% maximum densit . period, make-up water shall be added and returned to the final test pressure for a minimum of 30 o Y minutes. Disinfection shall be conducted in accordance with the City specifications. The water The nominal compacted depth of each layer shall not exceed 3 inches. After each layer isplaced, shall pass pressure testing and disinfecting requirements before connecting to the City water system. the material shall be compacted by pneumatic tire roller, and subsequently finish compacted with a mvibratory steel wheel roller. Asphalt concrete shall meet the requirements of WSDOT m specification 5-04 except as noted on the Plans and General Notes to '4- Sealing `c 0 o. All cracks and joints shall be sealed with rubberized asphalt per WSDOT 5-04.3(5)C. :n a HDPE Pipe w re o HDPE Pipe shall be fused by an individual who has been certified by the pipe supplier or fusion a- machine manufacturer. All pipes and fittings shall have fusion-welded joints, fused in accordance at with the manufacturer's recommendations. The pipe shall be installed in a manner sufficient to w accommodate for thermal expansion and contraction. ce o Jersey Barriers et �+ ♦ The Port-owned Jersey Barriers located at Curtis Wharf shall be hauled from Curtis Wharf to Pier / PORT OF ANACORTES 2, approximately 0.4 miles. The Contractor shall move the Jersey Barriers, place them in the m positions shown on the plans and pin together with Port supplied materials at the locations shown PIER 2 PAVING & REHABILITATION a, on the Drawings. \ m C-214 I. m 8. MATERIALS TESTING ��: �_ .f�a oa.yn.a: CM m The Owner will provide field material testing for the project and quality control laboratory testing 1C' m //n� Peratrovich, Nottingham & �rflge, Inc.j[ d. ) i Drawn: ALR Pi 0 of samples during construction,9 The Contractor shallll be responsible for providing submittals, ca4 4y \ ) Engineering Consultants co material certifications, mix designs, and other tests required in the General Notes 'rydNlL . ,tII Chwba: o{q \ 811 Iran Avenue, Suite 260 Seattle, Washington, 98104 L 9. MISCELLANEOUS Prolwt xo.98411.46 PH: (206) 624-1387 FAX: (208) 824-1388 i 0o `owxrs a/n(�i m\ All work and materials required for this project which are not specifically called out in the bid Pemtrov,ch, Nottingham &Orage, Inc. (PNko) is not responsible for safety programs, / (' Sheet items shall be considered incidental items to the work required. procedures or q <o methods. operation, or the construction of the design shown on these pate: APRIL 2001 drawings. Drawings are for use on thus project o in and are not intended for reuse Soaiw NOTED GENERAL NOTES 10 10 without written approval from PNkD. Drawings re also not to be used any manner of that would constitute a detriment directly or indirectly to PN&D. \ / \ I \ t i PORT OF ANACORTES LOG POCKET PILES • DATUM N DATUM FOR THIS PROJECT IS 0.0 MEAN LOWER LOW WATER (MLLW) A 0 ( ) li TIDAL DATA PLANE-ANACORTES, GUEMES CHANNEL, SKAGIT COUNTY (FROM WASHINGTON DEPARTMENT OF ECOLOGY) TITLE NO. HIGHEST RECORDED TIDE: ESTIMATED (EHW) 11.0 Ft. TITLE SHEET AND INDEX 1 MEAN HIGHER HIGH WATER (MHHW) 8.20 Ft, MEAN HIGH WATER (MHW) . . . . 7.40 Ft. GUEMES CHANNEL SITE PLAN AND LOG POCKET PILE 2 MEAN (HALF) TIDE LEVEL (MTL) 5 00 Ft. MEAN SEA LEVEL(Ma) 4 42 Ft MEAN LOW WATER (MLW) 2.60 Ft. PIER 2 MEAN LOWER LOW WATER (MLLW) 0.0 Ft PORT OF LOWEST RECORDED TIDE: ESTIMATED (ELW) -450 Ft. ANACORTESOFFI WYMAN'S MARINA GENERAL NOTES' `"a -.� MATERIAL - Li. a CANADA PIPE o U. S. A. , PIPE PILE MATERIAL SHALL BE ASTM A252 GRADE 3, WITH A36 CHEMISTRY ,� SUITABLE FOR WELDING, GALVANIZED 2 STRUCTURAL STEEL Ili o BELLINGHAM y-' —± ,r ¢ STRUCTURAL STEEL SHALL BE ASTM A36 PLATE, OR A53 GRADE B PIPE, rn\� PROJECANACORTESSI 4TH sr GALVANIZED S1Ul/ PROJECT SITE a BOLTS O ( \ ,� PROJECT ALL BOLTS SHALL BE ASTM A325, GALVANIZED O. SNgOq VICTORIA B. C� 1\�irS, a ACONOUNT NER VERNON CITY OF U o cc / SITE GALVANIZING lik ANACORTES 8TH ST _ GALVANIZING SHALL BE PER ASTM A123 OR A153 STR'9f2' it/CI' \ HDPE OF RTAN DE \\ CAP SANTE HIGH DENSITY POLYETHYLENE PIPE SLEEVES SHALL MEET THE EVERETT 12TH ST MARINAM REQUIREMENTS OF ASTM F714 1 / r � NO1T1 U r ��qf STH ST v / PRELIMINARY ec bSTTLE PORT OF ANACORTES ) !z oo FIDALGO „n, a LOG POCKET PILES J BAY 0 D.... TN n co ce a.m ORB M Peratrovich, Nottingham & Drags, Inc. /rigPACIFIC f- ACGMA I� Engineering Consultants ma OCEAN LOCATION MAP cmck.th 811 Mat Avenue, Suite 260 �� • VICINITY MAP 750 0 750 1500 Seattle, Washington, 98104 co vi C Pi-elect Neu 98411.42 PH: 1206) 624-1387 FAX: (208) 624-1388 OLYMPIA 0 5 10 20 40 60 SCALE: 1-=750' (APPROX.) � ABERDEEN APPRO%. perotrouf A,Nottingham&Dmge,Inc.(PNhP)is not responsible for safety programs. aft Fo SCALE: MILES methods.procedures of operation,or the construction of the design shown on these coin APR. 2001 1 ( TITLE SHEET & INDEX 1 of 2 UJintendedJ l it G 0. drawings. Drawings are for use a,this amps'areely and are not ar rman easy; without would approval from ent d Drawings ty not to be used In any manner that vmld constitute o detnmmt directly or Ndirectly to PNbD. — , ,-,-,...----__—,_______ -------. .. --- - -- - GUEMES CHANNEL _ , . ._ __ ____._ , , SINGLE STEEL PILE ÷201 TOP OF PILE ' '"' \._... PROJECT BENCH MARK .,_.--- .... ----- -- w/ PLASTIC SLEEVE JI "" —t TOP OFEIN/SHEO ---------.--"teriTh ''''11' }, .s-1/2"t TOP PLATE - -=-F\"- ---\------'-\\-"Lt.-----:---- _ f,E,r,_-_-_-.7±-5,--f±a,_+.;---cc::: 5/16V +20' TOP OF PILE . 4 '. Ii r. 1, 16" HOPE SLEEVE I.D. "I-. r-- 40 X-STRONG ."7., 'I, '.•-•.'-1 tetta‘ 13 1/2T MIN.,14" MAX. artt. ? PIPE WALL THICKNESS 1" MINIMUM. `LI'In r PIER 2 r?„..24' , ' „ --- ------ -- ' Pat ....4,.... _ ,. : .g . „ -- __, .., ._. ..- Sa 1 0 BOLT THRU etrigek4 1/2 x 8 0 - --- ---- -. ._ . - , PIPE rt''' . *r, - , I-- --- / rifti :Orr- -' .r0 PLATE WASHER _ C.1 „. , i r CIT.'S PROMDE 5' 0 . r. • (-- - I 1 _ . , --- ----- ,. \''''rt."-, HOLES THRU HOPE HDPE SLEEVE 'T1=---si° EPILErtREMOVE-EXIST1NG'') ,,,--i-j--Z ---- ....,_,, ,, ' ---------, ki 't & STE-EL PILE I I „„ , , I ; , , - STEEL PIPE , .-..„,„ PILE ' \ '',‘ t "--- +8.2. MHHW V ' ?.k ''',' H- ) 2 - -, , 12 PILE ,.38H EDGE OF,FLOA‘T,' itt . ,'‘ -- _ -....„,_, ,, I\ r , -- .., ,,, A ,I; - -I ..` ', I , , , . -... ,,. , ' I l 1 •- ,... , 8 , _.,- • ' . - .. „ 8 8 ' . e . . _ ASPHALT UPLAND tFra APPROACH ,__ 1 I I: 0 ,, , ,Ja, __-,..,, , , :?a" .; ' . . , •• ,,,, . ' , . , . . , ' — -' ' .. ti???I,at 0.0' MLLW' I 'i 0 , tt- t __---, ,.. c ... .'. - . I tiL;4,,i15 ; ' , • -- Wi'MANt! ' ‘, . . ,, ...- , . , le. , . . , - ' MA.0101---;, , . "Pms . ) . , , .• , , 1 ., •. ,.. , ' DRIVE PILE 1MTH VIBRATORY \t- - It'arat BOTTOM OF SLEEVE PILE I 0 , . ,.. ,. . , . , „ . , , , AND/OR IMPACT HAMMER FULL . r r ,,,;„fS4-...., -5MLLW OR MUDUNE LENGTH TO ACHIEVE A MINIMUM-'N't,,, .„17, I - .\''' .- , „ -- s' ' ' ,-r-' --' ' / - --11 - .. : : ...,--/r . . ./ PILE EMBEDMENT OF -20-FOOT. Ipl 21 p—E3 , -- " - ; ,_ _ ___ /P4I[ETHI5A°P°F"tiNWSIADLEL FLSTEANGLED .—_,- — -.„ - __ ., - .,- - - _ — - CUTTING SHOE. •, J -_ , EXISTING MUDUNE ... _ (DEPTH VARIES) SUPPLY THE FOLLOWING LENGTHS: 50-FOOT PILES 1, 2, 3, 4, 5, 10, 11, 12 I -- -' , __--- — _ LW 40-FOOT PILES 6,7, 8, 9, 13, 14, & 15 _ '( '. .. i i''. PILES EQUALLY SPACED 0, , 2 IN LINE WITH EDGE OF 1 i ,, PIER II - ' I , ; . Eli \ - _1 77-- ..., . , . r . , - - c., I 1 , 0 • 0 _ 7,, H-1 i - , LOG POCKET PILE ___ . I I......- I I '' NO SCALE z ILOTIINc, o ta a \ \ 0 / / 1 : .fl 11,2 ire /4-, <.,f PRELIMINARY r_____ / .r .. = I z ,.._, ne \ \ ./ , °.,„ HA"\ ' -"f / \ ....-' \ .-400/1,1,1;4 PORT OF ANACORTES -t I LOG POCKET PILES \ WIRES 12/16/c4 \ a_ --- .....-- , ‘r---- . \ ‘-.- DGE OF PIER II 0 \ DO•Igned: TN co▪ os. 1 inn i r i I i ..... i ® Peratrovich, Nottingham & Drage, Inc. 0_ Deere DRH oni __Ji 0 i ) Engineering Consultants - „--° I Chocked: ,-/ 811 First Avenue, Suite 260 cif \ Seattle, Washington, 9E1104 Enr) c--------- Project Hoz 98411.42 PH: (206) 624-1387 FAX: (206) 624-1388 Lo co_ L_IT/ 7 _ . I Sheet F to SITE PLAN aertatro0ch,Nottingham&Drugs,Inc (loNeeD)Is not responsible for safety programs. cat APR. 2001 -N C. SITE PLAN AND ) 0_, methods procedures of operation,or the construction of the design shown on these <a... 0 20 40 80 120 FT. drawings. Drawings are for use on this project only and are not intended for reuse seew LOG POCKET PILE 2 of 2 nr.........rsi without written approval from PN&D. Drawings are also not to be used h any m \ / anner that would constitute a detriment directly or indirectly to aNtd). -40 / 1 G , -35 �% — ./r--- ...r • 4 -2• Itii re., � ' 1ST STREET W 'ARF 0 MISC/ I OTHER STORAGE I x, DELIVERY& STORAGE NOTES' CURTIS WHARF IS LOCATED IFSS THAN 1 MILE WEST OF PIER 2 Pc BY LAND OR BY WATER. LL A MATERIALS SHALL BE STOCKPILED IN THE APPROXIMATE AREAS I x w. AS INDICATED ON THIS DRAWING. DO NOT STACK FENDERS MORE THAN THREE UNITS DEEP. PROVIDE x PIS FENDER UNIT x G SUFFICIENT DUNNAGE FOR ALL MATERIALS TO PREVENT DAMAGE AND STORAGE TO ALLOWT FOR REHANDLING. / /- STORAGE x o x FABRICATOR IS RESPONSIBLE FOR DEDVERY, UNLOAD AND STOCKPILE, INCLUDING DUNNAGE AND SECURING, OF ALL MATERIALS AS DESCRIBED. x x A x )`--, P' Y x x 3, x Y x w z 2ND STREET EXISTING z DOCK i I I I 'I PORT OF ANACORTES j 1 PIER 2 FENDERS PLAN Desired I 0 20 40 80 120 FT. Drawn: Peratrovich, Nottingham & Drage, Inc. Engineering Consultants DNa*e3 811 First Avenue, Suite 260 Seattle, Washington, 95104 Project ee:98411.42 PH: (206) 624-1367 FAX: (206) 624-1388 Pemlmidt Nattigbn&Droge.!a(nun)rn rot rapwabis for earn&aramaa- / \ r ‘ SCret �„, �_of operation. ��.N P„ ea ,a or, ic,o al the 4eo,,.� anti es Data, FEB. 2001 MATERIALS DELIVERY AND """°` Drawings °'""°cD. &wi'°"an&""'""`""'"° man STORAGE AT CURTIS WHARF 1 .Dxca.mt.,vawaem PNsn paeine an allo not m a used n any manner Sonic NOTED 1 al / that maid aanDNdrn a detriment Uheath/or idlnciN to M.D. ` / � / Address 7/4 Legal Description 5///J y ,CA/ 11 2A Assessors Account No . Permit No. Date Description Date Finaled 4cvl /2-2 * t ' & /P Ai i in7 J bemo I 1214,9c— k yricie_ u> ik y kr�o Imo / ) , /71