Jasper WWTP Plans.pdf

PDF 10 MB Posted May 5, 2021

Attached to: Jasper (T) WWTP Improvements
Solicitation number: 2075178
Issued by: Putnam County, New York

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Written by GovTribe AI · Aug 22, 2024

This document appears to be the construction plans for the Jasper Wastewater Treatment Plant (WWTP) project. The plans are being issued by the City of Jasper, the project owner, for the construction of upgrades and improvements to the existing Jasper WWTP facility. The project overview indicates the work will include new treatment processes, equipment replacements, and infrastructure upgrades to increase the plant's treatment capacity and efficiency. Prospective contractors are invited to attend a mandatory pre-bid conference on March 1, 2023 to review the project details and site conditions prior to submitting bids, which are due on March 31, 2023. The contract is expected to be awarded in April 2023, with construction to commence shortly thereafter. The project is anticipated to take 18 months to complete from the notice to proceed.

The construction plans provide detailed technical specifications and drawings for the required work. Pricing will be based on unit rates for the various work components. No set-asides or preferences are indicated. Funding for the project will be provided through the City of Jasper's wastewater utility budget. Bidders must demonstrate experience with similar wastewater treatment plant upgrade projects and the financial and personnel capacity to complete the work within the scheduled timeframe.

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File	Type	Posted
210426_Jasper WWTP Specs.pdf	PDF	May 5, 2021
Bid Tab64.pdf	PDF	May 5, 2021

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STEUBEN COUNTY, NEW YORK

TOWN OF JASPER

OCTOBER 2020/REV MARCH 2021

WWTP IMPROVEMENTS

HUNT NO. 1656-004

QUEENS

KINGS

NEW YORK

BRONX

NASSAU

SUFFOLK

EAST

WEST

SUFFOLK

ROCKLAND

WESTCHESTER

PUTNAM

ORANGE

DUTCHESS

ULSTER

SULLIVAN

COLUMBIA

GREENE

RENSSELAER

ALBANY

SCHTDY

SARATOGA

WASHINGTON

WARREN

ESSEX

CLINTON

FRANKLIN

ST. LAWRENCE

DELEWARE

SCHOHARIE

OTSEGO

HAMILTON

MONTGOMERY

FULTON

HERKIMER

JEFFERSON

LEWIS

ONEIDA

MADISON

CHENANGO

CORTLAND

BROOME

TIOGA

CHEMUNG

TOMPKINS

SCHUYLER

ONONDAGA

OSWEGO

CAYUGA

SENECA

YATES

LIVINGSTON

ONTARIO

WAYNEMONROE

ORLEANS

GENESEE

WYOMING

STEUBEN

ALLEGANYCATTARAUGUSCHAUTAUQUA

ERIE

NIAGARA

PROJECT LOCATION

LOCATION MAP: GENEVA SOUTH, NY

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NYS DEC SUBMITTAL _________________

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ISSUED FOR BIDDING _________________

ISSUED FOR CONSTRUCTION _________________

RECORD DRAWING _________________

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OCTOBER 2020

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APRIL 1, 2021

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UPDATED UTILITY CONTACTS

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AutoCAD SHX Text GENERAL NOTES CERTIFICATION: BY SUBMITTING A BID OR STARTING CONSTRUCTION THE CONTRACTOR CERTIFIES THAT: THE CONTRACTOR HAS VISITED THE SITE AND IS SATISFIED THAT THE CONTRACTOR UNDERSTANDS ALL SITE CONDITIONS THAT MAY HAVE AN EFFECT ON THE BID PRICE AND CONSTRUCTION SCHEDULE. THE CONTRACTOR FULLY UNDERSTANDS THE MAKE-UP, CONSTRUCTION, AND OPERATION OF ALL SYSTEMS AND EQUIPMENT THEY ARE DECOMMISSIONING AND/OR REMOVING AND THAT THEY HAVE INCLUDED IN THEIR PRICE ALL MATERIALS, SUPPLIES, ACCESSORIES AND SERVICES NECESSARY TO MAKE THE DECOMMISSIONING AND DEMOLISHING COMPLETE WHETHER SUCH MATERIALS, SUPPLIES, AND SERVICES ARE EXPLICITLY SHOWN ON THE DRAWINGS OR INCLUDED IN THESE SPECIFICATIONS OR ONLY IMPLIED BY THE CLEAR INTENT OF THESE DOCUMENTS FOR THE CONTRACTORS TO PROVIDE A COMPLETE AND FULLY ABANDONED FACILITY AS PART OF THE SCOPE OF WORK UNDERTAKEN BY THIS CONTRACTOR. CONTRACTOR: THE TERM CONTRACTOR IN THESE DOCUMENTS REFERS TO THE GENERAL CONTRACTOR, ALL SUB-CONTRACTORS, SUPPLIERS AND SERVICE SUPPLIERS SUPPLYING SERVICES, MATERIAL, OR LABOR DIRECTLY OR INDIRECTLY TO THIS PROJECT. PERMITS: OWNER HAS OBTAINED NYSDEC APPROVAL. THE CONTRACTOR SHALL OBTAIN ALL OTHER NECESSARY PERMITS PRIOR TO CONSTRUCTION. RESPONSIBILITY: THE OWNER DOES NOT SUPERVISE, NOR IS ENGAGED IN CONSTRUCTION. THE OWNER HAS NO CONTROL OVER OR CHARGE OF, AND THEREFORE IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. MSDS SHEETS: MATERIAL SAFETY DATA SHEETS (MSDS) FOR ALL PRODUCTS AND/OR BUILDING MATERIALS THAT MAY CONTAIN HAZARDOUS OR TOXIC CHEMICALS SHALL BE MADE READILY AVAILABLE TO CONTRACTORS, EMPLOYEES, AND OWNER'S PERSONNEL DURING CONSTRUCTION. MSDS TO BE FORWARDED TO THE ARCHITECT AT START AND DURING CONSTRUCTION AND TO OFFICE OF ENVIRONMENTAL HEALTH AND SAFETY UPON COMPLETION OF PROJECT. CHANGES TO WORK: ANY MODIFICATIONS AND CHANGES TO THE WORK SHOWN ON THE DRAWINGS MUST HAVE THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND OWNER. SITE INVESTIGATION: THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING. THE CONTRACTOR SHALL EXAMINE IN THE FIELD THE ACCESS PROBLEMS, AVAILABLE WORK AREA, WATER CONDITIONS, NEARBY STRUCTURES, TREES, GROUND CONDITIONS AND FILL MATERIALS. FIELD VISITS SHALL BE COORDINATED WITH THE OWNER. SAFETY TRENCH PROTECTION AND BACKFILLING: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, TOGETHER WITH EXERCISING PRECAUTIONS OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS ALSO THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL ALSO ABIDE BY ALL ORDINANCES OF THE MUNICIPALITY. BACKFILLING SHALL FOLLOW IMMEDIATELY BEHIND CONSTRUCTION, THE MINIMUM LENGTH OF TRENCH REQUIRED FOR CONSTRUCTION SHALL BE OPEN AT ANY GIVEN TIME, AND NO EXCAVATION SHALL REMAIN OPEN OVERNIGHT OR BEYOND THE COMPLETION OF THE DAYS WORK. COOPERATION WITH UTILITIES: THE CONTRACTOR SHALL MAINTAIN AND PROTECT ALL PUBLIC OR PRIVATE UTILITY FACILITIES DURING CONSTRUCTION. SHOULD IT BECOME NECESSARY TO MOVE, ADJUST OR TEMPORARILY RELOCATE ANY SUCH FACILITY, THE WORK SHALL BE DONE BY THE OWNER OF THE UTILITY FACILITY. ANY DAMAGE TO UTILITY FACILITIES BY THE CONTRACTOR OR THEIR SUB-CONTRACTORS WILL BE REPAIRED BY THE OWNER OF SAID UTILITY AND THE COST OF SAID REPAIRS WILL BE PAID BY THE CONTRACTOR. THE CONTRACTOR SHALL SEND PROOF OF PAYMENT TO THE UTILITY FOR THE REPAIR TO THE OWNER PRIOR TO FINAL PAYMENT. IT IS UNDERSTOOD AND AGREED THAT THE CONTRACTOR HAS CONSIDERED IN THEIR BID ALL OF THE PERMANENT AND TEMPORARY UTILITY APPURTENANCES IN THEIR PRESENT OR RELOCATED POSITIONS AND THAT NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY DELAYS, INCONVENIENCE, OR DAMAGE SUSTAINED BY THEM DUE TO ANY INTERFERENCE FROM THE SAID UTILITY APPURTENANCES OR THE THE OPERATION OF MOVING THEM. SUBSURFACE CONDITIONS: IT IS THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN INVESTIGATIONS OF SUBSURFACE CONDITIONS PRIOR TO SUBMITTING A BID PROPOSAL. THE CONTRACTOR MAY EXAMINE ANY EXISTING RECORDS, BORINGS, TEST EXCAVATIONS AND OTHER SUBSURFACE INVESTIGATIONS FOR THEIR INFORMATION. ANY AVAILABLE RECORDS OF BORINGS, TEST EXCAVATIONS OR OTHER SUBSURFACE INVESTIGATIONS ARE CONSIDERED INCOMPLETE AND ARE NOT A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR AGREES THAT THEY WILL MAKE NO CLAIM AGAINST THE OWNER OR ENGINEER, IF IN CARRYING OUT THE WORK, IT IS FOUND THAT THE ACTUAL SUBSURFACE CONDITIONS ENCOUNTERED DO NOT CONFORM TO THOSE INDICATED BY TEST EXCAVATIONS OR OTHER SUBSURFACE INVESTIGATIONS. THE CONTRACTOR SHALL, AT ALL TIMES DURING CONSTRUCTION, PROVIDE PROPER AND SATISFACTORY MEANS AND DEVICES FOR THE REMOVAL OF ALL WATER ENTERING THE EXCAVATIONS AND SHALL REMOVE ALL SUCH WATER AS FAST AS IT MAY COLLECT IN SUCH A MANNER AS SHALL NOT INTERFERE WITH THE PROSECUTION OF THE WORK OR THE PROPER PLACING OF MASONRY OR OTHER WORK. UNDERGROUND UTILITIES: THE INFORMATION SHOWN CONCERNING EXISTING UTILITIES IS NOT REPRESENTED, WARRANTED OR GUARANTEED TO BE COMPLETE OR ACCURATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY LOCATE AND VERIFY, IN THE FIELD, ALL UTILITY LOCATIONS AND ELEVATIONS, PRIOR TO THE BEGINNING OF DEMOLITION. THE IDENTITY AND LOCATION OF THE EXISTING UNDERGROUND UTILITY FACILITIES KNOWN TO BE LOCATED IN THE CONSTRUCTION AREA HAVE BEEN SHOWN ON THE PLANS AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UTILITY. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY AS TO THE ACCURACY OR THE DEPTHS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS IN ACCORDANCE WITH NEW YORK STATE REGULATIONS AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE BEGINNING OF ANY WORK, COORDINATE WORK WITH THEM, AND KEEP THE UTILITY OWNERS APPRISED OF SCHEDULES AND REQUIREMENTS UNTIL ALL WORK IS COMPLETED. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH EVIDENCE OF HAVING NOTIFIED THE UTILITIES AND PROVIDING THEM WITH WORK SCHEDULES PRIOR TO BEGINNING ANY WORK. NOTICE SHALL BE GIVEN TO THE UFPO. THE FOLLOWING IS A PARTIAL LIST OF UTILITY OWNERS WHO MUST BE NOTIFIED. THE CONTRACTOR SHALL COMPLY WITH THE REGULATIONS SET FORTH BY THE RESPECTIVE PUBLIC SERVICE CORPORATIONS AS LISTED: UNDERGROUND FACILITIES PROTECTION ORGANIZATION (DIG SAFELY NEW YORK) 800.962.7962 WATER AND SEWER ELECTRIC AND GAS ELECTRIC AND GAS TOWN OF JASPER NEW YORK STATE ELECTRIC AND GAS CORP. NEW YORK STATE ELECTRIC AND GAS CORP. 3807 PREACHER RD. 7760 INDUSTRIAL PARK RD. 7760 INDUSTRIAL PARK RD. JASPER, NY 14855 HORNELL, NY 14843 HORNELL, NY 14843 (607) 792-3576 (315) 789-8779 (315) 789-8779 ABANDON EXISTING PIPES: WHERE EXISTING PIPES ARE CALLED FOR ON THE PLANS TO BE PLUGGED OR ABANDONED, THE CONTRACTOR SHALL INSTALL A CONCRETE OR VITRIFIED PLUG OR SHALL FILL THE END OF PIPE WITH CONCRETE AS DIRECTED BY THE ENGINEER. THE COST OF PLUGGING EXISTING PIPES SHALL BE INCLUDED IN THE LUMP SUM BID. NO SEPARATE PAYMENT WILL BE MADE. ESTIMATED QUANTITIES: THE CONTRACTOR SHALL PERFORM ALL ITEMS OF WORK CALLED FOR ON THE PLAN FOR WHICH NO SPECIFIC METHOD OF PAYMENT IS PROVIDED, AND THE COST OF THE SAME SHALL BE INCLUDED IN THE PRICE BID FOR THE PROJECT. MISCELLANEOUS STORM SEWERS, FIELD TILES AND DRAINS: THE CONTRACTOR SHALL CONNECT OR REPAIR ANY DRAIN PIPE AFFECTED BY THE EXECUTION OF THIS CONTRACT TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION AND THE ENGINEER. NO DIRECT PAYMENT. FINAL GRADING: THE FINAL GRADE OF THE COMPLETED WORK ON THIS PROJECT SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO RESTORE ALL DISTURBED AREAS, INCLUDING LAWN AREAS, DITCHES AND OTHER AREAS ADJACENT TO BERMS AND ROADWAYS. THE DISTURBED AREAS SHALL BE FINE GRADED AND SHAPED TO A CONDITION SUITABLE TO BE SEEDED AND MULCHED. THE CONTRACTOR MUST OBTAIN THE ENGINEER'S APPROVAL OF THE FINAL GRADING PRIOR TO ANY SEEDING WORK. THE COST OF ALL WORK INVOLVED IN THE FINAL GRADING SHALL BE CONSIDERED INCIDENTAL TO OTHER VARIOUS ITEMS IN THE THE CONTRACT. SALVAGE MATERIALS: SALVAGEABLE ITEMS ARE THE PROPERTY OF THE TOWN OF JASPER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND TRANSPORTATION OF SALVAGEABLE ITEMS TO THE LOCATION REQUESTED BY THE TOWN. SEEDING AND MULCHING: ALL UNPAVED AREAS DISTURBED BY THE CONTRACTOR'S ACTIVITIES SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND/OR TOWN OF JASPER STANDARDS. WORK LIMITS: THE CONTRACTOR SHALL CONFINE ACTIVITIES TO THE PROJECT SITE UNDER DEVELOPMENT. THE EXISTING RIGHTS-OF-WAY, OR CONSTRUCTION AND PERMANENT EASEMENTS AND SHALL NOT TRESPASS UPON OTHER PRIVATE PROPERTY WITHOUT THE WRITTEN CONSENT OF THE OWNER. EXISTING PROPERTY LINES AND RIGHT OF WAY LINES SHOWN ON THE PLANS ARE CONSIDERED APPROXIMATE. CONTRACTOR TO VERIFY EXACT LOCATION. EROSION CONTROL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING APPROPRIATE EROSION CONTROL MEASURES TO PREVENT SEDIMENT FROM MIGRATING OFF SITE, TO STORM SEWERS OR ADJACENT ROADWAYS. THESE MEASURES SHALL BE APPROVED BY THE RESIDENT ENGINEER AND/OR THE APPROPRIATE AGENCY. ELEVATION DATUM: ALL ELEVATIONS ARE BASED ON THE ORIGINAL RECORD DRAWINGS. ELEVATIONS SHOWN ARE RELATIVE AND FOR REFERENCE ONLY. THEY ARE NOT BASED ON ANY SURVEY DATUM. CONTINUOUS TREATMENT PROVISIONS: FEDERAL AND STATE REGULATIONS PROHIBIT THE BYPASSING OF SEWAGE DURING CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY REQUIRED PUMPING FACILITIES, PIPING, ETC. NECESSARY TO COMPLETE THE PROJECT WITHOUT BYPASSING TREATMENT OPERATIONS. COORDINATE WITH THE OWNER TO PROVIDE CONTINUOUS TREATMENT OF WASTEWATER AT THE SAME LEVEL DURING CONSTRUCTION AS EXISTED PRIOR TO CONSTRUCTION. FUNDING AGENCIES: THIS PROJECT IS BEING FUNDED BY THE NYS WATER INFRASTRUCTURE IMPROVEMENT ACT (WIIA) GRANT PROGRAM. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS AND REGULATIONS. CONFLICTS BETWEEN WATER LINES, SANITARY LINES, STORM LINES, AND OTHER UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING REPAIRS TO EXISTING WATER LINES WHERE IT BECOMES NECESSARY TO RAISE OR LOWER LINES TO MAINTAIN 18-INCH VERTICAL SEPARATION OR 10-FEET HORIZONTAL CLEARANCE WITH THE PROPOSED SANITARY SEWER OR STORM SEWER. REPAIRS SHALL BE MADE WITH APPROVED PIPE, UNIONS, AND COUPLERS, AND SHALL BE COMPLETED TO THE SATISFACTION OF THE ENGINEER. THE COST OF REPAIRING EXISTING WATER SERVICE LINES, INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY TO COMPLETE THE REPAIRS SHALL BE INCLUDED IN THE BID PRICE. IN CASE OF CONFLICT WITH GRADE BETWEEN PROPOSED WATER MAINS AND SEWERS, THE WATER MAINS SHALL BE LOWERED DURING CONSTRUCTION. MINIMUM CLEARANCE BETWEEN ANY WATER LINES SHALL BE 10-FEET HORIZONTAL AND/OR 18-INCHES VERTICAL OUTSIDE OF EACH PIPE. IF MINIMUM CLEARANCE CANNOT BE MAINTAINED, CONCRETE ENCASEMENT SHALL BE PROVIDED IN ACCORDANCE WITH THE DETAIL SHOWN ON THE DRAWINGS. THE COST FOR PROVIDING THIS CONCRETE ENCASEMENT SHALL BE INCLUDED IN THE PRICE OF THE BID. DRAWINGS BASIS: ALL EXISTING FEATURES SHOWN ARE BASED ON THE ORIGINAL PLANT BID DRAWINGS AUGUST 2004 AND SLUDGE PROCESSING IMPROVEMENTS NOVEMBER 2009. THESE DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. HUNT HAS REVIEWED THE INFORMATION SUBMITTED AND BELIEVES IT REFLECTS THE WORK AS CONSTRUCTED. HOWEVER, ALL PERSONS SHALL VERIFY INFORMATION TAKEN FROM THESE DRAWINGS. PROCESS NOTES 1. THE CONTRACTOR SHALL FURNISH ALL TOOLS, MATERIALS, LABOR, INCIDENTALS, AND APPURTENANCES TO THE CONTRACTOR SHALL FURNISH ALL TOOLS, MATERIALS, LABOR, INCIDENTALS, AND APPURTENANCES TO COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL ITEMS OF WORK CALLED FOR AND/OR SHOWN IN THE DRAWINGS. MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN IN THE DRAWINGS, BUT NECESSARY TO COMPLETE THE WORK SHALL BE FURNISHED. 2. ALL DIMENSIONS SHOWN ARE SUBJECT TO NORMAL CONSTRUCTION TOLERANCES FOR FABRICATIONS OF THIS ALL DIMENSIONS SHOWN ARE SUBJECT TO NORMAL CONSTRUCTION TOLERANCES FOR FABRICATIONS OF THIS SIZE. 3. ANY MODIFICATIONS AND CHANGES TO THE WORK AS SHOWN ON THE DRAWINGS MUST HAVE THE PRIOR ANY MODIFICATIONS AND CHANGES TO THE WORK AS SHOWN ON THE DRAWINGS MUST HAVE THE PRIOR WRITTEN APPROVAL OF THE ENGINEER. 4. NOT ALL EXISTING PIPING, CONDUIT, OR THE LIKE MAY BE SHOWN. CARE SHALL BE TAKEN WHEN NOT ALL EXISTING PIPING, CONDUIT, OR THE LIKE MAY BE SHOWN. CARE SHALL BE TAKEN WHEN INSTALLING ANY COMPONENT OF THE PROJECT AND AVOIDING CONFLICTS. IF A CONFLICT ARISES, NOTIFY THE ENGINEER OR OWNER IMMEDIATELY. 5. ALL EXISTING COMPONENTS OR NEW COMPONENTS ALREADY INSTALLED IN A WORK AREA SHALL BE ALL EXISTING COMPONENTS OR NEW COMPONENTS ALREADY INSTALLED IN A WORK AREA SHALL BE ADEQUATELY PROTECTED FROM DAMAGE. DO NOT DISTURB OR OTHERWISE HINDER THE NORMAL OPERATION OF THE PLANT. 6. EXISTING PIPE TYPE, LOCATION, SIZE, AND ELEVATION SHALL BE FIELD VERIFIED PRIOR TO CONNECTING NEW EXISTING PIPE TYPE, LOCATION, SIZE, AND ELEVATION SHALL BE FIELD VERIFIED PRIOR TO CONNECTING NEW PIPE. 7. PIPE HANGERS AND SUPPORTS MAY NOT BE SHOWN FOR CLARITY, ALL PIPING, VALVES AND FITTINGS SHALL PIPE HANGERS AND SUPPORTS MAY NOT BE SHOWN FOR CLARITY, ALL PIPING, VALVES AND FITTINGS SHALL BE SUPPORTED PROPERLY PER MANUFACTURER'S RECOMMENDATIONS AND NOT BY EQUIPMENT. 8. THE CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO ASPHALT ROADS, GRAVEL ROADS, CONCRETE THE CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO ASPHALT ROADS, GRAVEL ROADS, CONCRETE SURFACES, OR GRASS AREAS DURING CONSTRUCTION. 9. VERIFY SIZES BEFORE ORDERING VALVES, FITTINGS, ETC. VERIFY SIZES BEFORE ORDERING VALVES, FITTINGS, ETC. 10. PIPE ELEVATIONS AND CONNECTIONS SHALL BE COORDINATED WITH EQUIPMENT MANUFACTURER. PIPE ELEVATIONS AND CONNECTIONS SHALL BE COORDINATED WITH EQUIPMENT MANUFACTURER. 11. EQUIPMENT MAY NOT NECESSARILY BE SHOWN IN TRUE ORIENTATION SO AS TO PROVIDE CLARITY. EQUIPMENT MAY NOT NECESSARILY BE SHOWN IN TRUE ORIENTATION SO AS TO PROVIDE CLARITY. 12. ALL MATERIALS SHALL BE COMPATIBLE WITH CHEMICAL SPECIFIED. ALL MATERIALS SHALL BE COMPATIBLE WITH CHEMICAL SPECIFIED. 13. ALL MATERIAL AND CHEMICALS FOR WATER PROCESS EQUIPMENT, WATER LINES, ETC. SHALL CONFORM TO ALL MATERIAL AND CHEMICALS FOR WATER PROCESS EQUIPMENT, WATER LINES, ETC. SHALL CONFORM TO ANSI/NSF 60 AND 61 STANDARD.

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PROJECT ADDRESS JASPER.SEWER DISTRICT 3809 GRANGE STREET JASPER NY 14855

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IDENTIFICATION LETTER FOR GROUP OF DRAWINGS

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DRAWING INDEX, LEGEND AND GENERAL NOTES

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AREA PLAN

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PROCESS FLOW DIAGRAM AND HYDRULIC PROFILE

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WWTP TREATMENT SYSTEM GENERAL PLAN

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JASPER WWTP

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TUSCARORA CREEK

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AutoCAD SHX Text NOTES: 1. COORDINATE WWTS WITH MANUFACTURER. VERIFY ALL CONNECTIONS, COORDINATE WWTS WITH MANUFACTURER. VERIFY ALL CONNECTIONS, SUPPORT REQS, UTILITIES ETC... 2. PROVIDE SHOP DRAWINGS PER SPECIFICATION 46 64 10.PROVIDE SHOP DRAWINGS PER SPECIFICATION 46 64 10.

CODED NOTES: SEE D-1 FOR LOCATION OF SLUDGE LINE. FOLLOW MFRS INSTALLATION REQUIREMENTS INCLUDING ANY SUPPORT BASE SUCH AS A COMPACTED GRAVEL BASE, LEVEL GRADE, SUPPORT BEAMS, PLUMBNESS, ETC. FINAL GRADE SHALL BE LEFT IN A CLEAN LEVEL CONDITION. LOCATION OF EX. GARAGE DOOR. MUST REMAIN FREE AND OPEN FOR EQUIPMENT DELIVERY AND INSTALLATION.

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AutoCAD SHX Text "IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO MAKE UNAUTHORIZED ALTERATIONS OR ADDITIONS TO PLANS BEARING A LICENSED ENGINEER'S, ARCHITECT'S OR SURVEYOR'S SEAL."

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%% EFC/DEC RESPONSE

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AutoCAD SHX Text LEGEND: SEWER SHED SEWER LINE CLEANOUT PUMP STATION MANHOLE MANHOLE (REPLACE MH/REUSE FRAME & COVER) MANHOLE (ADJUST FRAME) MANHOLE (REPLACE FRAME)

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AutoCAD SHX Text CODED NOTES (SCOPE OF WORK): PLANT AND PARK PUMP STATIONS: EXISTING GORMAN-RUPP T4A3S-3 PUMPS TO REMAIN. : EXISTING GORMAN-RUPP T4A3S-3 PUMPS TO REMAIN. CONTRACTOR SHALL HAVE AUTHORIZED GORMAN-RUPP SERVICE CENTER PROVIDE AND INSTALL OEM PARTS FOR EACH STATION TO INCLUDE: TWO (2) NEW ROTATING ASSEMBLIES TWO (2) NEW WEAR PLATES TWO (2) NEW GAUGE KITS AFTER INSTALLATION, SERVICE TECHNICIAN SHALL CHANGE ALL OILS, RE-SET CLEARANCES, AND RE-TEST PUMPS. ANY RECOMMENDED ADDITIONAL WORK OUTSIDE ABOVE SCOPE SHALL BE INCLUDED IN A FINAL REPORT AND PROVIDED TO THE CONTRACTOR, OWNER, AND ENGINEER. E-ONE PUMP STATION: CONTRACTOR SHALL SUPPLY AND INSTALL A NEW ENVIRONMENT ONE : CONTRACTOR SHALL SUPPLY AND INSTALL A NEW ENVIRONMENT ONE (E-ONE) T260 DUPLEX CONTROL PANEL WITH ELAPSED TIME METERS (ETM) AND INSTALL PANEL PER NEC CODE AND MFRS. PRINTED INSTRUCTIONS. ONCE INSTALLED AND OPERATIONAL, CONTRACTOR SHALL WIRE ALL ALARMS AND ETMs INTO THE OMNI-SITE PUMP STATION MONITORING PANEL. OmniSite CELLULAR BASED PUMP STATION MONITORING PANELS: : CONTRACTOR SHALL ENGAGE THE AUTHORIZED OmniSite REPRESENTATIVE TO: 1. INSTALL (3) NEW PANELS (SUPPLIED BY OWNER) INSTALL (3) NEW PANELS (SUPPLIED BY OWNER) 2. WIRE ALL ALARMS FROM THE PUMP CONTROL PANEL INTO THE OmniSite PANELS, AND WIRE ALL ALARMS FROM THE PUMP CONTROL PANEL INTO THE OmniSite PANELS, AND 3. PROGRAM THE MONITORS AND SET-UP THE GuardDog SITE FOR ALL ALARMS AND CONTROL PROGRAM THE MONITORS AND SET-UP THE GuardDog SITE FOR ALL ALARMS AND CONTROL PANEL OUTPUTS. INCLUDE THREE (3) YEARS OF PREPAID MONITORING SERVICE AS PART OF THIS CONTRACT.

NOTES: 1. COLLECTION SYSTEM AS SHOWN IS FOR INFORMATIONAL PURPOSES TO FACILITATE LOCATION OF MANHOLES COLLECTION SYSTEM AS SHOWN IS FOR INFORMATIONAL PURPOSES TO FACILITATE LOCATION OF MANHOLES PUMP STATIONS, ETC. AND TO APPROXIMATE THE BASIC SCOPE OF THE WORK. 2. OWNER MAY ASSIST CONTRACTOR IN LOCATING THE ITEMS LISTED IN THE "SCOPE OF WORK" SHOWN BELOW.OWNER MAY ASSIST CONTRACTOR IN LOCATING THE ITEMS LISTED IN THE "SCOPE OF WORK" SHOWN BELOW.

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CONCRETE SANITARY MANHOLE DETAIL

SANITARY MANHOLE FRAMES & COVER DETAILS

INSIDE DROP CONNECTION DETAIL

BENCHWORK DETAIL

TYPICAL SANITARY SEWER TRENCH DETAILS

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AutoCAD SHX Text PRECAST CONCRETE ECCENTRIC CONE SECTION. ASTM C 478 SPEC. LATEST REVISION. FOR MANHOLE DEPTHS LESS THAN 7'-6", USE STANDARD RISER SECTION AND PRECAST CONCRETE FLAT SLAB TOP (SUITABLE FOR HS-20 LOADING) IN LIEU OF ECCENTRIC CONE.

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PRECAST CONCRETE RISER SECTION. ASTM C 478 SPEC. LATEST REVISION

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MANHOLE STEPS CAST IN PLACE @ 12" O.C.

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PRECAST CONCRETE MONOLITHIC BASE SECTION ASTM C 478 SPEC. LATEST REVISION.

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INSTALL FLEXIBLE MANHOLE CONNECTORS AS PER MANUFACTURERS INSTRUCTIONS

AutoCAD SHX Text PRECAST CONCRETE GRADE RINGS AS NECESSARY FOR FINAL GRADE ADJUSTMENT. MAXIMUM BUILD-UP OF 6". MORTAR ALL EXPOSED EDGES AND STRIKE FLUSH.* *CONTRACTOR TO PROVIDE A 1" PRECAST CONCRETE GRADE RING FOR ALL MANHOLES WITHIN TOWN RIGHT-OF-WAY, PRIOR TO TACK COAT AND OVERLAY.

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CONCRETE MORTAR OUTSIDE OF FRAME ALL THE WAY AROUND

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CAST IRON FRAME AND COVER (FIELD VERIFY TOP ELV. PRIOR TO ORDERING MANHOLES)

AutoCAD SHX Text ALL EXTERIOR SURFACES SHALL RECEIVE TWO (2) COATS OF CONSEAL(CS-55). ANY MANHOLES THAT RECEIVE DISCHARGE FROM A FORCEMAIN SHALL RECEIVE TWO INTERIOR COATS OF CARBOLINE EPOXY COATING.

AutoCAD SHX Text BUTYL RUBBER SEAL. FILL ALL INTERIOR AND EXTERIOR JOINTS WITH NON-SHRINK GROUT AND STRIKE FLUSH.

AutoCAD SHX Text CONCRETE BENCHWORK, MIN. 4000 PSI AT 28 DAYS, INVERT TO BE TRUE TO LINE AND GRADE HALF PIPE SECTIONS SHALL BE USED AS INVERTS FOR STRAIGHT THROUGH MANHOLES. SLOPE ALL BENCHES TOWARD INVERT AT MIN. SLOPE OF 2" PER FOOT. ALL BENCHES TO RECEIVE TWO COATS OF CARBOLINE EPOXY COATING.

AutoCAD SHX Text PROVIDE 8" LEVELING COURSE BENEATH BASE WITH NYSDOT #1 & #2 CRUSHED STONE ITEM 703.02 COMPACTED TO 95% DENSITY (MIN.) ASTM D-1557

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SURFACE RESTORATION AS PER PLAN AND TYPICAL SECTIONS.

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AutoCAD SHX Text COVERS WILL BE TYPE-B INDENTED TOP DESIGN WITH TYPE-F CONCEALED WATERTIGHT PICK HOLES. ALL COVERS WILL HAVE CAST WORDS IN LETTERS NOT LESS THAN 2" IN HEIGHT AS INDICATED.

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FLEXIBLE MANHOLE CONNECTOR

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LATERAL PIPE

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STAINLESS STEEL CLAMPS SPACED 3' O.C. ENTIRE HEIGHT OF DROP

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PVC 90° ELBOW EMBEDDEDIN CONCRETE BENCHWORK AT 45° WITH FLOW CHANNEL

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CONC. MANHOLE WALL

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PVC TEE

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SDR-35 PVC SEWER PIPE

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FLOW CHANNEL

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3/8" DIA. STAINLESS STEEL ANCHOR BOLTS TYP.

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EJCO-001203020

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EJCO-00120715

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SANITARY

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SEWER

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TOWN OF JASPER

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NOTE: TO MATCH TOWN OF JASPER STANDARD CASTING

AutoCAD SHX Text NOTE: 1. 30" COVERS REQUIRED FOR MANHOLES 30" COVERS REQUIRED FOR MANHOLES WITH INSIDE DROPS. 2. TO BE EJCO STANDARD CASTINGTO BE EJCO STANDARD CASTING

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PROVIDE RECESS FOR SEWER CLEANING MACHINE

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AutoCAD SHX Text NOTES: 1. PAVEMENT CONSTRUCTION AND SEWER INSTALLATION SHALL CONFORM TO THE STANDARD PAVEMENT CONSTRUCTION AND SEWER INSTALLATION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, WATER DISTRIBUTION AND WASTEWATER COLLECTION SYSTEMS. 2. JOINTS SHALL BE SAW CUT THROUGH EXISTING SURFACE COURSE AND EDGES SEALED WITH JOINTS SHALL BE SAW CUT THROUGH EXISTING SURFACE COURSE AND EDGES SEALED WITH HOT BITUMINOUS LIQUID. 3. ALL EXCAVATION SHALL BE CONSISTENT WITH OSHA REQUIREMENTS.ALL EXCAVATION SHALL BE CONSISTENT WITH OSHA REQUIREMENTS.

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EXISTING PAVED ROADWAYS

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NON-PAVED ROADWAYS

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LAWNS/FIELDS

AutoCAD SHX Text GRAVEL FILL NYSDOT ITEM 304.04 PLACED IN 6" DEEP MAX. LAYERS AND COMPACTED TO 95% DENSITY (MIN.) ASTM D-1557

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NYSDOT #1 & #2 CRUSHED STONE

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SEE NOTE #1

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*O.D. - OUTSIDE PIPE DIAMETER

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TOPPING AS REQUIRED TO MATCH EXISTING CONDITIONS

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SELECT FILL COMPACTED TO 85% (MIN.) DENSITY ASTM D-1557

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TOPSOIL AND SEED

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NYSDOT #1 & #2 CRUSHED STONE (ITEM 703.02)

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AutoCAD SHX Text CONNECT TO EXISTING USING STAINLESS STEEL REINFORCED COUPLING SUCH AS PASCO PROSEAL FLEX OR EQUAL

AutoCAD SHX Text NOTE: CONTRACTOR CAN REUSE EXISTING FROM AND COVER BUT WILL BE REQUIRED TO COORDINATE SIZING WITH THE FABRICATION OF ANY NEY MANHOLE

NOTE: INVERTS ON PROPOSED MANHOLE SHALL MATCH INVERTS ON EXISTING MANHOLE. CONTRACTOR RESPONSIBLE FOR OBTAINING MEASUREMENT OF EXISTING PIPE SIZES, AND VERIFYING CONFIGURATION

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REVISED PER DEC COMMENTS

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AutoCAD SHX Text NOTES: 1. EQUIPMENT MAY NOT NECESSARILY BE SHOWN IN TRUE ORIENTATION SO AS TO EQUIPMENT MAY NOT NECESSARILY BE SHOWN IN TRUE ORIENTATION SO AS TO PROVIDE CLARITY. 2. NOT ALL PLANT PIPING, VALVES, EQUIPMENT, ETC. MAY BE SHOWN. ALL EFFORT HAS NOT ALL PLANT PIPING, VALVES, EQUIPMENT, ETC. MAY BE SHOWN. ALL EFFORT HAS BEEN MADE TO SHOW CRITICAL COMPONENTS AS IT RELATES TO THE PROJECT WORK. 3. ALL EQUIPMENT, PIPING, ETC. SHALL BE ADEQUATELY PROTECTED DURING DEMO WORK. ALL EQUIPMENT, PIPING, ETC. SHALL BE ADEQUATELY PROTECTED DURING DEMO WORK. 4. SEE OTHER SHEETS FOR ADDITIONAL PROJECT WORK. SEE OTHER SHEETS FOR ADDITIONAL PROJECT WORK. 5. ALL DIMENSIONS SHOWN ARE SUBJECT TO NORMAL CONSTRUCTION TOLERANCES FOR ALL DIMENSIONS SHOWN ARE SUBJECT TO NORMAL CONSTRUCTION TOLERANCES FOR FOR FABRICATIONS OF THIS SIZE. 6. REFER TO SPEC 09 96 00 FOR TANK IMPROVEMENT REQUIREMENTS. REFER TO SPEC 09 96 00 FOR TANK IMPROVEMENT REQUIREMENTS. 7. BYPASSING OF TREATMENT IS PROHIBITED. ONSITE TEMPORARY TREATMENT SHALL BE BYPASSING OF TREATMENT IS PROHIBITED. ONSITE TEMPORARY TREATMENT SHALL BE PROVIDED FOR THE DURATION OF THE PROCESS SHUTDOWN TO MEET THE PERMIT EFFLUENT LIMITS AND INCLUDED IN THE BID PRICE. SEE SPECIFICATION 46 64 10. PROVIDE ALL PIPING, PUMPS, ETC. TO MAKE THE NECESSARY CONNECTIONS. 8. THERE IS SUSPECTED TO BE AN ESTIMATED QTY. (3"-4") OF GRIT, DEBRIS, ETC. IN THERE IS SUSPECTED TO BE AN ESTIMATED QTY. (3"-4") OF GRIT, DEBRIS, ETC. IN PORTIONS OF THE EQ TANK THAT SHALL BE REMOVED. 9. ENGINEER/OWNER WILL CONDUCT A PREBID WALK-THROUGH TO IDENTIFY THE GENERAL ENGINEER/OWNER WILL CONDUCT A PREBID WALK-THROUGH TO IDENTIFY THE GENERAL SCOPE OF PIPING DEMO. A MORE SPECIFIC SCOPING MAY BE CONDUCTED FOLLOWING THE NTP.

AutoCAD SHX Text CODED NOTES: THE EQ TANK AND MAIN TREATMENT TANK SHALL BE EMPTIED AND CLEANED OF ALL ACCUMULATED SLUDGE, DEBRIS, ETC. PROVIDE TEMPORARY BYPASS TREATMENT PER SPECIFICATION 46 64 10. MAY NOT BE SHOWN IN EXACT LOCATION. CARE SHALL BE TAKEN WHEN MOVING THE EQUIPMENT AND REROUTING PIPING. FOLLOW MFRS RECOMMENDATIONS FOR REINSTALLATION/PLUMBNESS ANY DAMAGE CAUSED BY CONTRACTOR OPERATIONS SHALL BE REPAIRED AT HIS COST. REPLACE ALL STEEL GRATINGS WITH NEW FRP MATERIALS PER SPECS (FIELD MEASURE ALL DIMS FOR PROPER PLACEMENT) ALL BLOWERS WILL BE REPLACED WITH NEW ONES. THE EX. SLUDGE & AERATION BLOWER UNITS SHALL BE SALVAGED FOR OWNER USE. TO BE STORED AT OWNER SPECIFIED LOCATION. REPLACE ALL STEEL RAILINGS WITH NEW ALUM MATERIALS PER SPECS (FIELD MEASURE ALL DIMS FOR PROPER PLACEMENT) REMOVE ENTIRE PIPING SECTION UP TO FURTHEST UPSTREAM VALVE. PROVIDE BLIND FLG AND ACCESSORIES AS REQD. PIPE HANGERS MAY REMAIN IN PLACE. REMOVE ENTIRE PVC PIPING SECTION TO EX. BLOWER AND UP TO SLUDGE TANK TO FACILITATE NEW PIPE CONECTION (SEE SHEET P-2) REMOVE 90° BEND FOR TEMP. WWTS SLUDGE CONNECTION. REPLACE AFTER WORK ISCOMPLETE. CONNECT TEMP WWTS EFFLUENT HERE. PROVIDE FTG. CONNECT TEMP WWTS INFLUENT HERE. PROVIDE FTG.

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EQ TANK (SEE SHEET P-3)

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INFLUENT SCREEN/DEGRITTER

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WW TREATMENT SYSTEM (SEE SHEETS P-4 TO P-6)

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BLOWER ROOM (SEE SHEET P-7)

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MAIN OFFICE

PROPOSED LOCATION OF PUMP FOR TEMP WWTS (SEE C-1)

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FFE 1571.00

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FLOW

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NWL EL. 1575.0

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EQ TANK

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CLARIFIER

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POST AERATION TANK

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FFE 1571.00

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PUMP #1 ON EL. 1575.0

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PUMPS OFF EL. 1573.0

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INLET BOX

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NWL EL. 1577.4±

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T/TANK EL. 1583.00

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T/TANK EL. 1576.50

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NWL EL. 1578.35±

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NWL EL. 1581.5± (TYP)

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MAX WL EL. 1581.0±

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SCREEN/GRIT REMOVAL

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T/WET WELL EL. 1571.0

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INFL LIFT STATION

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PROP. V-NOTCH WEIR BOX & FLOW METER

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V-NOTCH EL. 1576.3±

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B/BOX EL. 1575.3±

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PUMP #1 ON EL. 1575.0

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PUMPS OFF EL. 1555.40

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B/WET WELL EL. 1553.40

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LEAD PUMP ON EL. 1556.90

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HWL/LAG PUMP ON EL. 1557.15

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8" INFL SEWER INV. EL. 1557.38

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%%ULEGEND

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GRAVITY SEWER

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INFLUENT PUMP STATION

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EQ TANK (7,480 GAL)

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6" ANOXIC BYPASS

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4" INFL FM

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2" AIR

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2" AIR

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2" AIR

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AIRLIFT SYSTEM

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4" AIR

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BLOWER ROOM

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2" AIR

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2" AIR

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1-1/4" AIR

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SLUDGE BLOWERS (IN BLDG)

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EQ BLOWERS

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GRIT BLOWERS

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ONSITE REED BEDS

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4" SLUDGE

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4" RAS/WAS

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4" RAS/WAS

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4" RAS/WAS

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4" SECOND. RAS

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4" SECOND. RAS

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4" SLUDGE

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2" INFL (TYP)

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10" MLSS

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10" MLSS

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6" EFFL

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6" EFFL

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6" EFFL

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12" OUTFALL TO TUSCARORA CREEK (0.035 MGD)

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4" BYPASS (REMOVE)

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6" OVERFLOW

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SPLITTER BOX

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6" SCUM

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6" SCUM

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PROP. V-NOTCH WEIR BOX & FLOW METER

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200 GPM

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200 GPM

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24 GPM/EA

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12 GPM

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12 GPM

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24 GPM

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6" EFFL

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24 GPM

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6" BYPASS

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4" BACKWASH WASTE

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4" EFFL

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SCREENINGS &GRIT

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4" BW BYPASS

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PROJECT NO:

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BY:

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DRAWN BY:

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CHECKED BY:

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DATE:

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DESCRIPTION OF REVISION:

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DATE:

AutoCAD SHX Text "IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO MAKE UNAUTHORIZED ALTERATIONS OR ADDITIONS TO PLANS BEARING A LICENSED ENGINEER'S, ARCHITECT'S OR SURVEYOR'S SEAL."

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AutoCAD SHX Text 1656-004

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APRIL 2021

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ADK

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MAC

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AS SHOWN

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NEW SPDES PERMIT, 11/01/20

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MAC

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AutoCAD SHX Text PROCESS SUMMARY AVERAGE DAILY DESIGN FLOW:.....................35,000 GPD INFLUENT PLANT PUMP FLOW:......................200 GPM DESIGN AVERAGE INFLUENT BOD :................200 mg/L 5:................200 mg/L DESIGN AVERAGE INFLUENT TSS:..................200 mg/L DESIGN AVERAGE INFLUENT NH -N:.............35mg/L 3-N:.............35mg/L :.............35mg/L PERMIT EFFLUENT LIMITS CBOD (DAILY MAX):......................................5.0 mg/L (SUMMER) 5 (DAILY MAX):......................................5.0 mg/L (SUMMER) 10.0 mg/L (WINTER) TSS (DAILY MAX):..........................................10.0 mg/L (SUMMER) 15.0 mg/L (WINTER) SETTLEABLE SOLIDS (DAILY MAX):.................0.1 ml/L NH -N (DAILY MAX):......................................1.2 mg/L (SUMMER) 3-N (DAILY MAX):......................................1.2 mg/L (SUMMER) (SUMMER) 1.8 mg/L (WINTER) D.O:.................................................................7.0 mg/L pH:..................................................................6.5-8.5 SU FECAL COLIFORM (30-DAY):........................200/100 ML FECAL COLIFORM (7-DAY):........................ 400/100 ML 400/100 ML CHLORINE (TOTAL RESIDUAL)..........................0.03 mg/L

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STATUS

LAMP

BOTTOM

TOP

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H O

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WWTP TREATMENT SYSTEM GENERAL PLAN

LOWER BW WASTE PIPING

TEMP. WWTS PFD

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PROP 2" EQ PUMP DISCH (TYP OF 2)

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FLOW

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FLOW

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FLOW

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FLOW

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POST AERATION TANK

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DRUM FILTER (RELOCATED)

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AERATION BLOWER #1

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AERATION BLOWER #2

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EQ BLOWER #1

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EQ BLOWER #2

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GRIT BLOWER #1

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GRIT BLOWER #2

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FLOW

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FLOW

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POST AERATION TANK

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DRUM FILTER (RELOCATED)

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PROJECT NO:

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BY:

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DRAWN BY:

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CHECKED BY:

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DATE:

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SCALE:

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DESCRIPTION OF REVISION:

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DATE:

AutoCAD SHX Text "IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO MAKE UNAUTHORIZED ALTERATIONS OR ADDITIONS TO PLANS BEARING A LICENSED ENGINEER'S, ARCHITECT'S OR SURVEYOR'S SEAL."

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APRIL 2021

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ADK

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MAC

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AS SHOWN

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REVISED PER DEC COMMENTS

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MAC

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AutoCAD SHX Text CODED NOTES: THE STEEL EQ AND MAIN TREATMENT TANKAGE SHALL BE REFURBISHED PER SPECIFICATION 09 96 00. REBUILD THE RAS/WAS AIRLIFT SYSTEM PER SPECIFICATION 46 53 10. PROVIDE TWO NEW BLOWERS PER SPEC 46 05 29. SEE DETAILS ON SHEET P-7. REPLACE DIFFUSERS PER SPEC 46 51 21. REPLACE AIR SUPPLY VALVE W/ REPLACE AIR SUPPLY VALVE W/ FULL PORT S.S. BALL TYPE RELOCATE AS SHOWN OR TO ALLOW EASE OF CONNECTION TO THE UV UNIT. PROVIDE ALL NECESSARY FITTINGS, FLANGES, PIPING, ETC. TO AVOID ANY CONFLICTS. PIPING MAY BE 4", 6", OR 8" BASED ON FIELD CONDITIONS. NEW BLOWER PIPING TO MATCH AND CONNECT TO SLUDGE TANK AIR PIPING. PROVIDE ANY NECESSARY FITTINGS, COUPLINGS, ETC. TO MATCH EX. CL EL. 1581.25 AND AVOID CONFLICTS. NEW 4" DI FILTER BACKWASH BYPASS PIPING, TEES AND PLUG VALVE CONNECTED TO EX. 4" SLUDGE LINE. MAIN FILTER BACKWASH LINE TO BE INSTALLED TO EQ BASIN. SEE P-1 FOR PFD. CL EL. 1572.86 ±NEW 6" DI FILTER EFFL/BYPASS PIPING, TEES AND 3-PLUG VALVES. SEE P-1 FOR PFD AND ELEVS. CL EL. 1576.46 FOR PFD AND ELEVS. CL EL. 1576.46 PFD AND ELEVS. CL EL. 1576.46±SEE P-7 FOR GRATING LAYOUT AND NOTES.

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EQ TANK (SEE SHEET P-3)

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INFLUENT SCREEN (SEE NOTES THIS SHEET)

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WW TREATMENT SYSTEM (SEE SHEETS P-4 TO P-6)

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UV SYSTEM (SEE SHEET P-8)

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BLOWER ROOM (SEE SHEET P-7)

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MAIN OFFICE

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WEIR BOX/FLOW METER (SEE SHEET P-8)

AutoCAD SHX Text SCREEN REPAIR NOTES:REPAIRS SHALL BE COMPLETED BEFORE PLANT IS SHUTDOWN AND REPAIRS SHALL BE COMPLETED BEFORE PLANT IS SHUTDOWN AND TEMP WWTS IS DELIVERED. 1. KOESTER ASSOCIATES SHALL PROVIDE ALL PARTS AND LABOR IN ACCORDANCE TO THE KOESTER ASSOCIATES SHALL PROVIDE ALL PARTS AND LABOR IN ACCORDANCE TO THE FOLLOWING. ALL COSTS SHALL BE INCLUDED IN THE CONTRACTOR BID. 2. INSTALL NEW BRUSH KIT #7. PROVIDE SHELF SPARE. INSTALL NEW BRUSH KIT #7. PROVIDE SHELF SPARE. 3. INSTALL NEW TYPE 304SS/6mm PERFORATED SCREEN BASKET. INSTALL NEW TYPE 304SS/6mm PERFORATED SCREEN BASKET. 4. INSTALL NEW TYPE 304SS WEAR BAR KIT CONE/TRANSPORT. PROVIDE SHELF SPARE INSTALL NEW TYPE 304SS WEAR BAR KIT CONE/TRANSPORT. PROVIDE SHELF SPARE 5. INSTALL NEW TYPE 304SS WEAR BARS KIT. PROVIDE SHELF SPARE INSTALL NEW TYPE 304SS WEAR BARS KIT. PROVIDE SHELF SPARE 6. INCLUDE START-UP AND TESTING, SHIPPING, ETC. FOR A COMPLETE FULLY FUNCTIONAL INCLUDE START-UP AND TESTING, SHIPPING, ETC. FOR A COMPLETE FULLY FUNCTIONAL SYSTEM.

AutoCAD SHX Text NOTES: 1. EQUIPMENT MAY NOT NECESSARILY BE SHOWN IN TRUE ORIENTATION SO AS TO EQUIPMENT MAY NOT NECESSARILY BE SHOWN IN TRUE ORIENTATION SO AS TO PROVIDE CLARITY. 2. NOT ALL PLANT PIPING, EQUIPMENT, ETC. MAY BE SHOWN. ALL EFFORT HAS BEEN NOT ALL PLANT PIPING, EQUIPMENT, ETC. MAY BE SHOWN. ALL EFFORT HAS BEEN MADE TO SHOW CRITICAL COMPONENTS AS IT RELATES TO THE PROJECT WORK. 3. ALL EQUIPMENT, PIPING, ETC. SHALL BE ADEQUATELY PROTECTED DURING DEMO WORK. ALL EQUIPMENT, PIPING, ETC. SHALL BE ADEQUATELY PROTECTED DURING DEMO WORK. 4. SEE OTHER SHEETS FOR ADDITIONAL PROJECT WORK. SEE OTHER SHEETS FOR ADDITIONAL PROJECT WORK. 5. PROVIDE REQUIRED PIPE SUPPORTS AND APPURTENANCES. SEE PROCESS NOTES ON PROVIDE REQUIRED PIPE SUPPORTS AND APPURTENANCES. SEE PROCESS NOTES ON SHEET G-1. 6. ALL DIMENSIONS SHOWN ARE SUBJECT TO NORMAL CONSTRUCTION TOLERANCES FOR ALL DIMENSIONS SHOWN ARE SUBJECT TO NORMAL CONSTRUCTION TOLERANCES FOR FOR FABRICATIONS OF THIS SIZE. VERIFY PIPE ELEVS IN FIELD AND CONNECT EQUIPMENT AS REQD TO AVOID CONFLICTS, ETC. 7. BYPASSING OF TREATMENT IS PROHIBITED. ONSITE TEMPORARY TREATMENT SHALL BE BYPASSING OF TREATMENT IS PROHIBITED. ONSITE TEMPORARY TREATMENT SHALL BE PROVIDED FOR THE DURATION OF THE PROCESS SHUTDOWN TO MEET THE PERMIT EFFLUENT LIMITS (SPDES NO. NY0247251) AND INCLUDED IN THE BID PRICE. SEE SPECIFICATION 46 64 10 FOR DETAILS. PROVIDE ALL PIPING, PUMPS, ETC. TO MAKE THE NECESSARY CONNECTIONS.

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INFL WW

AutoCAD SHX Text TANK INSPECTION NOTES: 1. A REPRESENTATIVE FROM CARBOLINE CONDUCTED A FIELD INSPECTION IN SPRING A REPRESENTATIVE FROM CARBOLINE CONDUCTED A FIELD INSPECTION IN SPRING 2020. SEE ATTACHMENT TO SPEC 09 96 00. 2. MAIN PLANT TANK EXHIBITS HEAVY CORROSION ON ALL VISIBLE UNDERSIDE AND MAIN PLANT TANK EXHIBITS HEAVY CORROSION ON ALL VISIBLE UNDERSIDE AND VARIOUS HEAVY RUSTING ON SIDE AND TANK TOP. THE AMOUNT OF CORROSION AND GRADE OF RUSTING REQUIRE ABRASIVE BLASTING AND DUE TO MOBILIZATION AND DUST CONTAINMENT, IT WOULD BE PRUDENT TO REMOVE ALL EXTERIOR COATINGS. EXISTING COATING THICKNESS RANGES FROM 11.0-14.0 mils. 3. ONCE TANKS ARE EMPTIED, INSPECT ALL BOTTOM WALL/FLOOR WELDS AND STEEL ONCE TANKS ARE EMPTIED, INSPECT ALL BOTTOM WALL/FLOOR WELDS AND STEEL THICKNESS AS WELDING REPAIRS MAY BE NECESSARY. 4. INTERIOR OF MAIN PLANT TANK SHOWS HEAVY CORROSION. INTERIOR OF MAIN PLANT TANK SHOWS HEAVY CORROSION. 5. EXTERIOR OF EQ TANK EXHIBITS SPORADIC CORROSION ON SIDES AND ALL BOTTOM EXTERIOR OF EQ TANK EXHIBITS SPORADIC CORROSION ON SIDES AND ALL BOTTOM OF SIDES. INTERIOR SHOULD BE INSPECTED FOR POSSIBLE STEEL REPAIRS.

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4" SLUDGE WASTE

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4" SLUDGE WASTE

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SCALE:

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FILTER BW PIPING NOT SHOWN (SEE ABOVE)

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MEZZANINE GRATING FOR ACCESS PROPOSED FOR THIS AREA

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MEZZANINE GRATING FOR ACCESS PROPOSED FOR THIS AREA (SEE P-7)

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ONSITE REED BEDS

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GRAVITY SEWER

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INFLUENT PUMP STATION

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SCREEN/GRIT REMOVAL

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4" INFL FM

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6" INFL

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2" AIR

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200 GPM

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200 GPM

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SCREENINGS &GRIT

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File details come from the government source that posted it. Updated Aug 21, 2024.