Drawings.pdf

PDF 26 MB Posted Oct 30, 2024

Attached to: Remediation Services at Operable Units (OUs) 5 (Shore Road) and 6 (Morgan Francis) at the Raymark Superfund Site in Stratford, CT
Solicitation number: W912WJ25R0001
Issued by: Department of the Army Corps of Engineers Engineering District New England

About this file

Written by GovTribe AI · Oct 30, 2024

This document is a solicitation for remediation services at Operable Units (OUs) 5 and 6 of the Raymark Superfund Site in Stratford, CT. The proposed work includes excavation and off-site disposal of approximately 10,000 cubic yards of contaminated soil from OU5 (Shore Road), as well as excavation of 5,000 cubic yards of waste from an adjacent creek, consolidation on the Morgan Francis property, and construction of a 6-acre RCRA hazardous waste landfill cap for OU6. The project has significant air monitoring, dust control, traffic management, and public safety requirements due to the site's proximity to a residential area. The solicitation is issued by the U.S. Army Corps of Engineers, New England District, and requires robust environmental remediation, restoration, and supporting infrastructure work.

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FILE NAME: C:\Users\USTD715079\OneDrive - WSP O365\USACE - Raymark Francis Morgan\Sheets\G-001 Cover Sheet.dwg PLOT DATE: Wed, 28 Aug 2024 PLOT TIME: 10:35 AM

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BARNUM AVE

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AMTRAK

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HOUSATONIC RIVER

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UPPER UPPER FERRY CREEK (OU3)

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PROJECT SITE

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CONSOLIDATION CAP SYSTEM 2 (STONE)

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OU6 MORGAN FRANCIS SAN SEWER EXCAVATION

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PROPOSED WETLAND RESTORATION AREA

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OU6 MORGAN FRANCIS EXCAVATION (4-FOOT)

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REMEDIATION LEGEND

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OU6 MORGAN FRANCIS SAN SEWER EXCAVATION

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OU3 UUFC BANK EXCAVATION (2-FOOT)

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OU3 UUFC BANK EXCAVATION (4-FOOT)

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OU3 UUFC CREEK BED EXCAVATION (2-FOOT)

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OU3 UUFC WETLAND EXCAVATION (4-FOOT)

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OU3 UUFC RIPRAP COVER (1-FOOT)

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OU3 UUFC SOIL COVER (4-FOOT)

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PROPOSED WETLAND RESTORATION AREA

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OU6 CONSOLIDATION CAP UTILITY CORRIDOR

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VICINITY MAP

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LOCATION MAP

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SCALE IN FEET

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AutoCAD SHX Text FINAL REMEDIAL DESIGN DRAWINGS MORGAN FRANCIS CONSOLIDATION AREA CAP (OU6) AND UPPER UPPER FERRY CREEK REMEDIATION (OU3) RAYMARK INDUSTRIES SUPERFUND SITE STRATFORD, CONNECTICUT

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COVER SHEET

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DRAWING TITLE

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DRAWING INDEX

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EXISTING CONDITIONS PLAN

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INCLUDED THIS SUBMITTAL

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SHEET IDENTIFICATION

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SHEET NUMBER

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GENERAL NOTES, LEGEND, AND ABBREVIATIONS

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EXCAVATION PLAN

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CONSOLIDATION AREA CAP SUBGRADE PLAN

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FINAL GRADING AND SITE RESTORATION PLAN

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EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

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EROSION AND SEDIMENT CONTROL DETAILS 1

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BUILDING AND UTILITY DEMOLITION PLAN

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AutoCAD SHX Text US ENVIRONMENTAL PROTECTION AGENCY 5 POST OFFICE SQUARE, SUITE 100 BOSTON, MA 02109-3912 (617) 918-1242 US ARMY CORPS OF ENGINEERS NEW ENGLAND DISTRICT 696 VIRGINIA ROAD CONCORD, MA 01742 (978) 318-8380

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CONTACT INFORMATION:

AutoCAD SHX Text TOWN OF STRATFORD ENVIRONMENTAL CONSERVATION 550 PATTERSON AVENUE STRATFORD, CT 06614 (203) 385-4080 TOWN OF STRATFORD HEALTH DEPARTMENT 468 BIRDSEYE STREET STRATFORD, CT 06615 (203) 385-4090

AutoCAD SHX Text CONNECTICUT DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION 79 ELM STREET HARTFORD, CT 06106 (860) 424-3764 FAIRFIELD COUNTY SOIL & WATER CONSERVATION DISTRICT 69-B STONY HILL RD. BETHEL, CT 06801 (203) 744-6108

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EROSION AND SEDIMENT CONTROL PLAN

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TRAFFIC MANAGEMENT PLAN

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CONSOLIDATION AREA CAP PROFILES

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CONSOLIDATION AREA CAP CROSS SECTIONS 2

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MAP SOURCE: UNITED STATES GEOLOGICAL SURVEY (USGS) QUADRANGLE MAP

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MAP SOURCE: CONNECTICUT ENVIRONMENTAL CONDITIONS ONLINE (CT ECO)

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CONSOLIDATION AREA CAP DETAILS

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CONSOLIDATION AREA CAP PROFILE AND CROSS SECTION PLAN

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CIVIL DETAILS 3

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SITE PREPARATION AND OVERALL REMEDY PLAN

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UUFC AND TANNER CREEK TRIBUTARY PLAN AND PROFILES

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TANNER CREEK TRIBUTARY CROSS SECTIONS

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EROSION AND SEDIMENT CONTROL DETAILS 2

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UFFC CROSS SECTIONS 3

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FILE NAME: C:\Users\USTD715079\OneDrive - WSP O365\USACE - Raymark Francis Morgan\Sheets\G-002 General Notes Legend and Abbreviations.dwg PLOT DATE: Thu, 29 Aug 2024 PLOT TIME: 8:17 AM

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AutoCAD SHX Text GENERAL NOTES 1. COORDINATE USE OF SITE WITH USACE, USEPA, AND THE TOWN OF STRATFORD (SITE OWNER). COORDINATE USE OF SITE WITH USACE, USEPA, AND THE TOWN OF STRATFORD (SITE OWNER). 2. THE PROJECT AREA INCLUDES THE FORMER MORGAN FRANCIS PROPERTY (OU6), UPPER UPPER FERRY THE PROJECT AREA INCLUDES THE FORMER MORGAN FRANCIS PROPERTY (OU6), UPPER UPPER FERRY CREEK (UUFC)(OU3), AND THE VACANT LOT ABUTTING I-95 (OU6). THESE SITES ARE ALL CONTIGUOUS AND ABUT EACH OTHER. RAYMARK WASTE IMPACTED SOIL AND SEDIMENT FROM THE UUFC (OU3) AND THE VACANT LOT ABUTTING I-95 (OU6) WILL BE EXCAVATED AND CONSOLIDATED UNDER THE MORGAN FRANCIS WASTE CONSOLIDATION AREA. A REMEDIAL DESIGN PREPARED BY OTHERS (AECOM 2022) FOR UUFC (OU3) AND THE I-95 ABUTTING LOT (OU6) HAS BEEN INCORPORATED INTO THE DESIGN FOR THE FORMER MORGAN FRANCIS PROPERTY (OU6) CONSOLIDATION AREA CAP. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING THE SUBSTANTIVE REQUIREMENTS OF ALL PERMITS THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING THE SUBSTANTIVE REQUIREMENTS OF ALL PERMITS BUT OBTAINING PERMITS ARE NOT REQUIRED. APPLICABLE PERMITS INCLUDE BUT ARE NOT LIMITED TO FOLLOWING: SOIL EROSION AND SEDIMENT CONTROL PERMIT (CTDEEP, TOWN OF STRATFORD) NPDES PERMIT (CTDEEP) GENERAL CONSTRUCTION PERMIT (TOWN OF STRATFORD) WETLAND IMPACT PERMIT (TOWN OF STRATFORD, CTDEEP) FLOODPLAIN ENCROACHMENT PERMIT (CTDEEP) PERIMETER AIR MONITORING PERMIT (CTDEEP) 4. KNOWN UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN ON THE DRAWINGS. THE LOCATION OF KNOWN UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN ON THE DRAWINGS. THE LOCATION OF THESE EXISTING UNDERGROUND UTILITIES AND STRUCTURES SHOULD BE CONSIDERED APPROXIMATE. THEREFORE, PRIOR TO THE COMMENCEMENT OF SITE ACTIVITIES, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES OR STRUCTURES IN THE AREAS OF WORK (CALL BEFORE YOU DIG: CT CALL 800 922 4455 OR DIAL 811). IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF PROTECTION. THE CONTRACTOR SHALL CONFIRM THAT ANY ABANDONED UTILITY LOCATED WITHIN THE LIMIT OF WORK HAS BEEN ABANDONED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY OWNER AND THE TOWN OF STRATFORD. IN THE EVENT THAT A CONTRACTOR CAUSES DAMAGE TO THE EXISTING UNDERGROUND UTILITIES TO REMAIN THE CONTRACTOR SHALL BEAR THE TOTAL COSTS OF REPAIR OR REPLACEMENT. 5. MAINTAIN UTILITIES ACTIVE ON ABUTTING PROPERTY AREAS. IF NECESSARY, CONTRACTOR SHALL BRACE MAINTAIN UTILITIES ACTIVE ON ABUTTING PROPERTY AREAS. IF NECESSARY, CONTRACTOR SHALL BRACE UTILITIES IN-PLACE OR REPLACE IN KIND TO COMPLETE EXCAVATION ACTIVITIES. LEAVE PIPES, SWALES, DITCHES AND STRUCTURES WITHIN THE LIMIT OF THIS CONTRACT IN CLEAN AND OPERABLE CONDITION AT THE COMPLETION OF THE WORK. TAKE NECESSARY PRECAUTIONS TO PREVENT SAND AND SILT FROM DISTURBED AREAS FROM ENTERING THE STORMWATER DRAINAGE SYSTEM. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES AND WILL MAKE REPAIRS THAT COMPLY WITH REQUIREMENTS OF USACE, TOWN OF STRATFORD OR RESPECTIVE UTILITY COMPANY. 6. RAYMARK WASTE IS LOCATED ON THE PROJECT SITE (OU3 AND OU6). RAYMARK WASTE IN SOIL IS DEFINED RAYMARK WASTE IS LOCATED ON THE PROJECT SITE (OU3 AND OU6). RAYMARK WASTE IN SOIL IS DEFINED AS A SINGLE SOIL SAMPLE CONTAINING LEAD ABOVE 400 PARTS PER MILLION (PPM), AND ASBESTOS (CHRYSOTILE ONLY) GREATER THAN 1 PERCENT, AND COPPER ABOVE 288 PPM OR POLYCHLORINATED BIPHENYLS (PCBS) (AROCLOR 1268 ONLY) ABOVE 1 PPM. CONTAMINATED SOIL AND RAYMARK WASTE MAY ALSO CONTAIN VOLATILE ORGANIC COMPOUNDS (VOCS), SEMIVOLATILE ORGANIC COMPOUNDS (SVOCS), PESTICIDES, DIOXINS AND FURANS, METALS (PRIMARILY LEAD AND COPPER). 7. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF AN APPROVED AIR THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF AN APPROVED AIR MONITORING PROGRAM IN ACCORDANCE WITH THE SPECIFICATIONS IN SECTION 01 35 29.13. 8. A DECONTAMINATION PAD SHALL BE PROVIDED TO DECONTAMINATE TRUCKS PRIOR TO EXITING THE SITE. THE A DECONTAMINATION PAD SHALL BE PROVIDED TO DECONTAMINATE TRUCKS PRIOR TO EXITING THE SITE. THE DECONTAMINATION PAD MAY BE RELOCATED AS REQUIRED TO ACCOMMODATE WORK ACTIVITIES AND LOCATIONS. ANY DECONTAMINATION PAD MATERIALS COMING IN CONTACT WITH SITE SOILS SHALL BE CONSIDERED IMPACTED AND DISPOSED OF WITHIN THE WASTE CONSOLIDATION AREA AS SUBGRADE FILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS. 9. CONSTRUCTION WATER MANAGEMENT WILL BE REQUIRED DURING EXCAVATION ACTIVITIES. SURFACE WATER CONSTRUCTION WATER MANAGEMENT WILL BE REQUIRED DURING EXCAVATION ACTIVITIES. SURFACE WATER MANAGEMENT WILL ALSO INCLUDE DIVERSION OF STREAM FLOWS IN THE TANNER CREEK TRIBUTARY AND UUFC DURING SEDIMENT EXCAVATION AND STREAM RESTORATION. SURFACE WATER RUNOFF WILL NOT BE DIVERTED TO UUFC OR TANNER CREEK TRIBUTARY WITHOUT APPROPRIATE WATER TREATMENT IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND CT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. 10. EXCAVATION DEWATERING WILL BE REQUIRED. EXCAVATION WILL INCLUDE 2-FEET OF SEDIMENT REMOVAL WITHIN EXCAVATION DEWATERING WILL BE REQUIRED. EXCAVATION WILL INCLUDE 2-FEET OF SEDIMENT REMOVAL WITHIN WILL INCLUDE 2-FEET OF SEDIMENT REMOVAL WITHIN UUFC AND THE TANNER CREEK TRIBUTARY. IN ADDITION, THE AVERAGE SEASONAL HIGH GROUNDWATER TABLE DEPTH IN UPLAND EXCAVATION AREAS RANGES FROM 2 TO 6 FEET BELOW GRADE. SOIL EXCAVATION WILL BE CONDUCTED TO APPROXIMATELY 4 FEET BELOW GROUND SURFACE DEPENDING ON THE LOCATION OF RAYMARK WASTE. ANY NECESSARY TREATMENT AND DISCHARGE OF DEWATERING WATER WILL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS AND AS DESCRIBED IN THE SPECIFICATION SECTIONS 02 14 00 AND 02 24 50. CONTRACTOR IS RESPONSIBLE FOR DESIGNING DEWATERING SYSTEM. CONTRACTOR IS RESPONSIBLE FOR DESIGNING DEWATERING SYSTEM. 11. SEQUENCING OF SITE PREPARATION AND DEMOLITION ACTIVITIES SHALL BE COORDINATED WITH THE SEQUENCING OF SITE PREPARATION AND DEMOLITION ACTIVITIES SHALL BE COORDINATED WITH THE SEQUENCE OF RAYMARK WASTE EXCAVATION. 12. DELINEATION OF EXCAVATION LIMITS AND DEPTHS ARE BASED ON THE PRESENCE OF RAYMARK WASTE DELINEATION OF EXCAVATION LIMITS AND DEPTHS ARE BASED ON THE PRESENCE OF RAYMARK WASTE IMPACT FOUND DURING REMEDIAL INVESTIGATION SOIL SAMPLING AND TESTING PROGRAMS. THE CONTRACTOR SHALL PREPARE AND IMPLEMENT A PRE-EXCAVATION SAMPLING PLAN TO CONFIRM/VERIFY RAYMARK WASTE LIMITS AT SEVERAL LOCATIONS IDENTIFIED ON DRAWING C-106 AS WELL AS A POST EXCAVATION CONFIRMATION SAMPLING PLAN. THE PLAN SHALL BE SUBMITTED AND APPROVED BY EPA AND CT DEEP PRIOR TO IMPLEMENTATION. 13. PROPERTY RIGHT OF ACCESS AGREEMENTS FOR ADJACENT PROPERTIES IMPACTED BY WORK SHALL BE PROPERTY RIGHT OF ACCESS AGREEMENTS FOR ADJACENT PROPERTIES IMPACTED BY WORK SHALL BE OBTAINED THROUGH USACE OR EPA PRIOR TO START OF WORK ON ADJACENT PROPERTIES. CONTRACTOR SHALL WORK WITH EACH RESPECTIVE PROPERTY OWNER TO MINIMIZE DISRUPTION TO USAGE OF PROPERTY. 14. RAYMARK WASTE SHALL BE LOADED DIRECTLY INTO HAUL TRUCKS TO THE EXTENT PRACTICAL, TRANSPORTED RAYMARK WASTE SHALL BE LOADED DIRECTLY INTO HAUL TRUCKS TO THE EXTENT PRACTICAL, TRANSPORTED WITHIN SITE BOUNDARIES TO THE WASTE CONSOLIDATION AREA, SPREAD, GRADED AND COMPACTED. RAYMARK WASTE SHALL BE COVERED AS SOON AS PRACTICAL TO PREVENT WINDBLOWN ASBESTOS. REFER TO THE SPECIFICATIONS FOR ALTERNATIVE DAILY COVER FOR COVERING EXPOSED WASTE OR CONTAMINATED SOIL DURING NON-WORKING PERIODS. 15. SOFT RAYMARK WASTE SEDIMENT OR SOIL SHALL BE PLACED IN UMIFORM THIN LIFTS NO GREATER THAN 6 SOFT RAYMARK WASTE SEDIMENT OR SOIL SHALL BE PLACED IN UMIFORM THIN LIFTS NO GREATER THAN 6 INCHES (LOOSE LIFT) IN ANY LOCATIONS WITHIN THE WASTE CONSOLIDATION AREA OR AS DIRECTED BY THE USACE. 16. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE WORKING CONDITIONS THROUGHOUT THE PROJECT THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE WORKING CONDITIONS THROUGHOUT THE PROJECT INCLUDING, BUT NOT LIMITED TO SHORING, SHEETING AND OTHER SOIL EXCAVATION ACTIVITIES, TRANSPORTATION OF MATERIALS, GRADING, COMPACTION AND CAP INSTALLATION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ENSURING PUBLIC SAFETY THROUGH WORK PRACTICES. 17. SOME EXCAVATION AREAS WILL BE PERFORMED ADJACENT TO OPEN WATER BODIES. CONTRACTOR IS TO SOME EXCAVATION AREAS WILL BE PERFORMED ADJACENT TO OPEN WATER BODIES. CONTRACTOR IS TO DESIGN SOIL RETENTION SYSTEMS FOR ALL EXCAVATION AREAS AND SUBMIT TO CONTRACTING OFFICER FOR REVIEW AND APPROVAL. EXCAVATIONS PERFORMED ADJACENT TO OPEN WATER BODIES MUST COMPLY WITH PERMIT AND REGULATION REQUIREMENTS. 18. DURING EARTHWORK ACTIVITIES, PROTECT THE EXPOSED SOIL FROM EXCESS DRYING (KEEP MOIST BUT NOT DURING EARTHWORK ACTIVITIES, PROTECT THE EXPOSED SOIL FROM EXCESS DRYING (KEEP MOIST BUT NOT WET) FOR DUST CONTROL PURPOSES, REFER TO SPECIFICATIONS SECTION 01 35 29.13 AND THE CT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL CHAPTER 5, SECTION 2, DUST CONTROL. PROTECT CUT SLOPES FROM EROSION DUE TO PRECIPITATION OR STORM RUNOFF AND DETERIORATION DUE TO CONSTRUCTION ACTIVITIES (FOOT OR EQUIPMENT TRAFFIC). 19. EXCAVATE SOIL AND WASTE MATERIALS AS SHOWN ON DRAWINGS. CONTRACTOR SHALL BE PROACTIVE WITH EXCAVATE SOIL AND WASTE MATERIALS AS SHOWN ON DRAWINGS. CONTRACTOR SHALL BE PROACTIVE WITH REGARDS TO CONTROLLING CONSTRUCTION RELATED DUST, ODOR, AND NOISE. 20. THE TOWN OF STRATFORD WILL BE NOTIFIED 72 HOURS PRIOR TO THE START OF WORK, INCLUDING THE THE TOWN OF STRATFORD WILL BE NOTIFIED 72 HOURS PRIOR TO THE START OF WORK, INCLUDING THE FOLLOWING DEPARTMENTS: SITE ACCESS - TOWN OF STRATFORD HIGHWAY SUPERINTENDENT (203) 385-4080 TOWN OF STRATFORD TOWN ENGINEER (203) 385-4013 TOWN OF STRATFORD ENVIRONMENTAL CONSERVATION SUPERINTENDENT (203) 385-4080 TOWN OF STRATFORD HEALTH DEPARTMENT (203) 385-4090 21. WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND ALL LOCAL, STATE, AND FEDERAL CODES AND WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND ALL LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES. IN THE EVENT THAT CONFLICT ARISES BETWEEN PROJECT SPECIFICATIONS AND DRAWINGS, THE CONTRACTOR SHALL SEEK CLARIFICATION FROM USACE. PERFORM ALL SURVEYS AND NOTIFICATIONS, AND PROVIDE ALL MATERIALS AND DETAILS REQUIRED FOR COMPLIANCE. INSPECT AND RECORD FIELD CONSTRUCTION TO DOCUMENT COMPLIANCE. 22. GROUNDWATER MONITORING WELLS ENCOUNTERED WITHIN THE WASTE CONSOLIDATION AND EXCAVATION GROUNDWATER MONITORING WELLS ENCOUNTERED WITHIN THE WASTE CONSOLIDATION AND EXCAVATION AREAS, SHALL BE DECOMMISSIONED, SEALED, AND ABANDONED BY A REGISTERED WELL DRILLER SUBCONTRACTOR WITH PERMIT AND IN COMPLIANCE WITH ALL CODE REQUIREMENTS (CT ADMINISTRATIVE CODE SECTION 25-128-57). OBTAIN WELL ABANDONMENT PERMITS AND PROVIDE RECORD COPIES TO THE CONTRACTING OFFICER. 23. EXISTING PROPERTY AND RIGHT-OF-WAY PINS AND MONUMENTATION SHALL NOT BE DISTURBED BY EXISTING PROPERTY AND RIGHT-OF-WAY PINS AND MONUMENTATION SHALL NOT BE DISTURBED BY CONSTRUCTION. IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL LOCATIONS AT THE CONTRACTOR'S EXPENSE BY A REGISTERED CONNECTICUT PROFESSIONAL LAND SURVEYOR UNLESS OTHERWISE DIRECTED BY THE OWNER. 24. THE CONTRACTOR SHALL MONITOR WEATHER CONDITIONS AND SUBMIT A CONTINGENCY PLAN FOR REVIEW THE CONTRACTOR SHALL MONITOR WEATHER CONDITIONS AND SUBMIT A CONTINGENCY PLAN FOR REVIEW AND APPROVAL, FOR A MAJOR STORM EVENT. 25. ON-SITE DISTURBED AREAS SHALL BE FINISHED WITH TOPSOIL AND SEEDED OR FINISHED WITH A STONE ON-SITE DISTURBED AREAS SHALL BE FINISHED WITH TOPSOIL AND SEEDED OR FINISHED WITH A STONE GRAVEL SURFACE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS IN SECTIONS 02 66 00, 31 23 00.00 20, AND 32 92 19. TRAFFIC CONTROL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND PERFORMING WORK IN SUCH A MANNER TO CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND PERFORMING WORK IN SUCH A MANNER TO PROVIDE SAFE PASSAGE FOR PUBLIC TRAFFIC ON ADJACENT PUBLIC ROADS AT ALL TIMES WITH MINIMUM OBSTRUCTION TO TRAFFIC. REFER TO ANTICIPATED TRAFFIC ROUTES SHOWN ON DRAWING C-105. 2. CONSTRUCTION ACCESS TO UUFC (OU3) AND THE LOT ADJACENT TO I-95 (OU6) SHALL ONLY OCCUR CONSTRUCTION ACCESS TO UUFC (OU3) AND THE LOT ADJACENT TO I-95 (OU6) SHALL ONLY OCCUR THROUGH THE MORGAN FRANCIS PROPERTY - NOT FROM I-95 OR 335 FERRY BOULEVARD. THE CONTRACTOR SHALL PROVIDE A TEMPORARY BRIDGE/CULVERT CROSSING TO ACCESS THE UUFC REMEDIATION AREA. 3. PRIOR TO START OF WORK, CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH PRIOR TO START OF WORK, CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH SPECIFICATION SECTION 02 81 00 AS WELL AS APPLICABLE REQUIREMENTS IN THE MUTCD AND CTDOT GUIDELINES FOR REVIEW BY USACE. 4. CONTRACTOR SHALL MAINTAIN SAFE TRAFFIC OVER THE WORK AREA DURING THE WORKDAY AND SHALL CONTRACTOR SHALL MAINTAIN SAFE TRAFFIC OVER THE WORK AREA DURING THE WORKDAY AND SHALL PROVIDE NECESSARY TRAFFIC BARRELS, BARRICADES, WARNING SIGNS, FLAGS AND FLAGGER TO ACCOMPLISH THIS. 5. CONTRACTOR SHALL CONSULT WITH USACE (MAIN POINT OF CONTACT), TOWN OF STRATFORD POLICE CONTRACTOR SHALL CONSULT WITH USACE (MAIN POINT OF CONTACT), TOWN OF STRATFORD POLICE DEPARTMENT, FIRE DEPARTMENT, AND HIGHWAY DEPARTMENT PRIOR TO ANY STREET OR SIDEWALK CLOSINGS UNDER THE APPROVED TRAFFIC CONTROL PLAN DURING THE TERM OF CONSTRUCTION. AS DIRECTED BY THE USACE AND TOWN OF STRATFORD. CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN ON SIDEWALKS ADJACENT TO THE SITE. 6. CONTRACTOR SHALL PROVIDE CERTIFIED AND EQUIPPED FLAGGERS TO REGULATE TRAFFIC EVERY DAY THAT CONTRACTOR SHALL PROVIDE CERTIFIED AND EQUIPPED FLAGGERS TO REGULATE TRAFFIC EVERY DAY THAT CONSTRUCTION CREWS ARE ON SITE. FLAGGERS WHO, IN THE OPINION OF THE TOWN OF STRATFORD'S CHIEF OF POLICE, DIRECTOR OF PUBLIC WORKS, TOWN ENGINEER OR HIGHWAY SUPERINTENDENT, ARE DEEMED TO BE INEFFECTUAL DURING THE COURSE OF THE WORK SHALL BE REMOVED FROM THE SITE AND REPLACED WITH ANOTHER CERTIFIED FLAGGER BY THE CONTRACTOR. 7. THE CONTRACTOR SHALL PROVIDE POST MOUNTED TRAFFIC CONTROL AND INFORMATIONAL SIGNS IN THE CONTRACTOR SHALL PROVIDE POST MOUNTED TRAFFIC CONTROL AND INFORMATIONAL SIGNS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, PUBLISHED BY THE U.S. DEPARTMENT OF COMMERCE. EXCAVATION NOTES 1. EXCAVATE TO LINES, GRADES, AND DIMENSIONS INDICATED ON DRAWINGS. CONTRACTOR SHALL KEEP SITES EXCAVATE TO LINES, GRADES, AND DIMENSIONS INDICATED ON DRAWINGS. CONTRACTOR SHALL KEEP SITES DUST FREE UNTIL SITES HAVE BEEN RESTORED AND STABILIZED. EXCAVATED MATERIALS SHALL BE PLACED AND COMPACTED WITHIN THE WASTE CONSOLIDATION AREA AS SUBGRADE FILL. 2. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND MATERIALS AS NECESSARY TO EXCAVATE RAYMARK WASTE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND MATERIALS AS NECESSARY TO EXCAVATE RAYMARK WASTE AND SOIL ALONG THE PROPERTY LINE SUCH THAT THERE IS NO IMPACT TO ABUTTING PROPERTY. EXCAVATIONS SHALL BE SLOPED AND/OR APPROPRIATE SOIL RETENTION METHODS SUCH AS SHEETING AND SHORING SHALL BE UTILIZED TO PROVIDE STABILITY. CONTRACTOR IS TO DESIGN SOIL RETENTION SYSTEMS AS APPROPRIATE AND SUBMIT TO CONTRACTING OFFICER AND CTDEEP FOR APPROVAL. 3. CONTRACTOR SHALL PREPARE AND IMPLEMENT A POST EXCAVATION SAMPLING PLAN TO VALIDATE THE CONTRACTOR SHALL PREPARE AND IMPLEMENT A POST EXCAVATION SAMPLING PLAN TO VALIDATE THE LATERAL EXTENT OF RAYMARK WASTE. THIS PLAN SHALL BE SUBMITTED AND APPROVED BY EPA AND CT DEEP PRIOR TO IMPLEMENTATION. 4. COVER EXCAVATED AREAS WITH GEOTEXTILE OR ALTERNATIVE COVER PENDING REVIEW OF SAMPLE RESULTS COVER EXCAVATED AREAS WITH GEOTEXTILE OR ALTERNATIVE COVER PENDING REVIEW OF SAMPLE RESULTS (UP TO 72 HOURS FROM THE TIME OF SAMPLE COLLECTION.) 5. KEEP EXCAVATIONS FREE FROM WATER. EXCAVATIONS BELOW INDICATED GRADES WILL NOT BE ALLOWED KEEP EXCAVATIONS FREE FROM WATER. EXCAVATIONS BELOW INDICATED GRADES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM USACE. SURVEY NOTES REFERENCES: 1. "MAP OF PROPERTY BELONGING TO ARLEN L. JUDD STRATFORD CONN." SCALE 1"=40'; DATE MAY 1915, "MAP OF PROPERTY BELONGING TO ARLEN L. JUDD STRATFORD CONN." SCALE 1"=40'; DATE MAY 1915, PREPARED BY PALMER AND GOODELL SURVEYORS AND RECORDED WITH THE STRATFORD LAND RECORDS AS PLAN NO. 76. 2. "MAP OF SURVEY OF PROPERTY IN STRATFORD CONN. FOR PETER & THOMAS FRANCIS." SCALE 1"=50'; "MAP OF SURVEY OF PROPERTY IN STRATFORD CONN. FOR PETER & THOMAS FRANCIS." SCALE 1"=50'; DATE FEB. 4, 1976, PREPARED BY FULLER & CO. INC. AND RECORDED WITH THE STRATFORD LAND RECORDS AS PLAN NO. 1951. 3. "OUTLINE SURVEY PROPERTY OF JOHN A. HURLEY STRATFORD CONN." SCALE 1"=10'; DATE APRIL 13, 1943, "OUTLINE SURVEY PROPERTY OF JOHN A. HURLEY STRATFORD CONN." SCALE 1"=10'; DATE APRIL 13, 1943, AND RECORDED WITH THE TOWN OF STRATFORD LAND RECORDS AS PLAN NO. 466. 4. "PROPERTIES OF ESTATE OF MARTIN & LOTTIE KNAPP AND WALTER & VERA HARRIS STRATFORD "PROPERTIES OF ESTATE OF MARTIN & LOTTIE KNAPP AND WALTER & VERA HARRIS STRATFORD CONNECTICUT." SCALE 1"=20'; DATE SEPTEMBER 1943, PREPARED BY M.J. JANKOWSKI AND RECORDED WITH THE STRATFORD LAND RECORDS AS PLAN NO. 478. 5. "PROPERTY SURVEYED FOR SALCE CONTRACTING ASSOCIATES." SCALE 1"=60'; DATE MAY 22, 1986, "PROPERTY SURVEYED FOR SALCE CONTRACTING ASSOCIATES." SCALE 1"=60'; DATE MAY 22, 1986, PREPARED BY SHAUGHNESSY & PLAIN LAND SURVEYORS AND RECORCED WITH THE STRATFORD LAND RECORDS AS PLAN NO. 2572. 6. "REMEDIAL DESIGN OF A LANDFILL CAP 576/600 EAST BROADWAY STRATFORD CONNECTICUT." SHEET 3 OF "REMEDIAL DESIGN OF A LANDFILL CAP 576/600 EAST BROADWAY STRATFORD CONNECTICUT." SHEET 3 OF 11, SCALE 1"=40'; DATE: 2014, PREPARED BY US ARMY CORPS OF ENGINEERS NEW ENGLAND DISTRICT. 7. PROPERTY AND TOPOGRAPHIC SURVEY, LAND OF ARNOLD PECK, EAST BROADWAY AND MEADOW STREET PROPERTY AND TOPOGRAPHIC SURVEY, LAND OF ARNOLD PECK, EAST BROADWAY AND MEADOW STREET STRATFORD CONNECTICUT, DATED JUNE 6, 2012. 8. AERIAL MAPPING PREPARED BY CONKLIN & SOROKA, INC., DATED APRIL 2012. AERIAL MAPPING PREPARED BY CONKLIN & SOROKA, INC., DATED APRIL 2012. 9. TOPOGRAPHIC SURVEY OF VACANT LOT ABUTTING I-95 UUFC AREA, AND 576 EAST BROADWAY, STRATFORD, TOPOGRAPHIC SURVEY OF VACANT LOT ABUTTING I-95 UUFC AREA, AND 576 EAST BROADWAY, STRATFORD, CONNECTICUT BY GM2 ASSOCIATES, DECEMBER 2018) 10. THE PROPERTY AND TOPOGRAPHIC INFORMATION SHOWN ON THESE DRAWINGS WERE TAKEN FROM A PLAN THE PROPERTY AND TOPOGRAPHIC INFORMATION SHOWN ON THESE DRAWINGS WERE TAKEN FROM A PLAN ENTITLED "PROPERTY AND TOPOGRAPHIC SURVEY, TOWN OF STRATFORD, 576 EAST BROADWAY STREET, STRATFORD CONNECTICUT" PREPARED BY WSP USA ENVIRONMENT AND INFRASTRUCTURE, INC., DATED FEBRUARY 7, 2023, BASED ON A FIELD SURVEY CONDUCTED IN DECEMBER 2022 AND JANUARY 2023. THE 2023 SURVEY DATA WAS SUPPLEMENTED WITH ADDITIONAL SURVEY DATA FROM THE 2012 SURVEY (CONKLIN & SOROKA) AND DATA FROM THE 2018 SURVEY (GM2 ASSOCIATES). SURVEY GENERAL NOTES: : 1. THE "PROPERTY AND TOPOGRAPHIC SURVEY" HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS THE "PROPERTY AND TOPOGRAPHIC SURVEY" HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300B-1 THROUGH 20-300B-20 AND THE STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. 2. THE TYPE OF SURVEY PERFORMED IS A PROPERTY AND TOPOGRAPHIC SURVEY AND IS INTENDED TO DEPICT THE TYPE OF SURVEY PERFORMED IS A PROPERTY AND TOPOGRAPHIC SURVEY AND IS INTENDED TO DEPICT PROPERTY LINES WITH RESPECT TO MONUMENTS FOUND, STRUCTURES, EASEMENTS, ENCROACHMENTS, ROADWAYS, VISIBLE UTILITIES, AND CONTOURS. 3. NORTH ARROW AND BEARINGS REFER TO THE CONNECTICUT STATE PLANE COORDINATE SYSTEM (NAD83 NORTH ARROW AND BEARINGS REFER TO THE CONNECTICUT STATE PLANE COORDINATE SYSTEM (NAD83 EPOCH2011) AND ARE BASED ON GPS OBSERVATIONS PREPARED BY WSP USA. 4. ELEVATIONS REFER TO NAVD 1988 AND ARE BASED ON GPS OBSERVATIONS PERFORMED BY WSP. ELEVATIONS REFER TO NAVD 1988 AND ARE BASED ON GPS OBSERVATIONS PERFORMED BY WSP. 5. PARCEL IS LOCATED IN ZONE AE: "BASE FLOOD ELEVATIONS DETERMINED" AS DEPICTED ON FIRM MAP PARCEL IS LOCATED IN ZONE AE: "BASE FLOOD ELEVATIONS DETERMINED" AS DEPICTED ON FIRM MAP NUMBER 09001C0453G, PANEL 453 OF 626, EFFECTIVE DATE: JULY 8, 2013. 6. UNDERGROUND UTILITIES DEPICTED HAVE BEEN PLOTTED FROM FIELD SURVEY INFORMATION AND EXISTING UNDERGROUND UTILITIES DEPICTED HAVE BEEN PLOTTED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES DEPICTED COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES DEPICTED ARE IN THE EXACT LOCATION INDICATED, THE SURVEYOR HAS NOT PHYSICALLY EXPOSED THE UNDERGROUND UTILITIES. PER CONNECTICUT STATE LAW THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF EXCAVATION. 7. WETLAND DELINEATION ON THE MORGAN FRANCIS PROPERTY WAS CONDUCTED BY WSP USA E&I, INC., ON WETLAND DELINEATION ON THE MORGAN FRANCIS PROPERTY WAS CONDUCTED BY WSP USA E&I, INC., ON DECEMBER 20, 2022 WITH WETLAND FLAGS LOCATED DURING THE DECEMBER 2022/JANUARY 2023 SURVEY (SEE SURVEY NOTES, REFERENCE 10). WETLAND DELINEATION SHOWN ON THE UUFC AREA WAS TAKEN FROM THE 2021 AECOM DESIGN. 8. 335 FERRY BOULEVARD SITE IMPROVEMENTS (SEWER, PAVEMENT, PONDS AND BIO-SWALES, FENCE, GUARD 335 FERRY BOULEVARD SITE IMPROVEMENTS (SEWER, PAVEMENT, PONDS AND BIO-SWALES, FENCE, GUARD RAIL, BLDG, AND LIGHTING) DIGITIZED FROM PLAN ENTITLED "DATA ACCUMULATION PLAN, FERRY BOULEVARD PLAZA, LLC, #335 FERRY BOULEVARD, STRATFORD CONNECTICUT" BY THE HUNTINGTON COMPANY, LLC DATED 7/29/19. THE CONTRACTOR SHALL SURVEY THE AREA WITHIN THE LIMITS PROPOSED TO BE DISTURBED BY THE CONTRACTOR FOR ESTABLISHMENT OF SITE RESTORATION IN THIS AREA.

AutoCAD SHX Text PROPERTY LINE EASEMENT LINE STRUCTURE/BUILDING UTILITY POLE LIGHT POLE HYDRANT TREE LINE WATERLINE AND GATE VALVE COMMUNICATION LINE AND MANHOLE SEWER LINE AND MANHOLE GAS LINE EDGE OF PAVEMENT GRAVEL ACCESS ROAD CONCRETE SPOT GRADE CONTOURS 100-YR FLOODPLAIN (ELEVATION 11) CHAIN LINK FENCE WOOD FENCE SILT FENCE SECURITY FENCE ON JERSEY BARRIER LIMIT OF CONSOLIDATION CAP AREA LIMIT OF REMEDIATION CONTRACTOR SUPPORT AND STAGING AREA CONSTRUCTION ENTRANCE CONSOLIDATION CAP SYSTEM 1 (GRASS) CONSOLIDATION CAP SYSTEM 2 (STONE) MORGAN FRANCIS VEGETATIVE RESTORATION CHANNEL RESTORATION OU3 UUFC RIPRAP COVER (1-FOOT) OU3 UUFC SOIL COVER (4-FOOT) RIPRAP DRAINAGE SWALE WETLAND MONITORING WELLS BORINGS MONITORING WELLS TO BE ABANDONED UNDERDRAIN PASSIVE GAS COLLECTION TRENCH PASSIVE GAS VENT OU6 MORGAN FRANCIS EXCAVATION (4-FOOT) OU6 MORGAN FRANCIS SAN SEWER EXCAVATION OU3 UUFC BANK EXCAVATION (2-FOOT) OU3 UUFC BANK EXCAVATION (4-FOOT) OU3 UUFC CREEK BED EXCAVATION (2-FOOT) OU6 CONSOLIDATION CAP UTILITY CORRIDOR DEMOLITION

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LEGEND

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N/F EUGENE BOURQUE 650 E. BROADWAY BK: 463 PG: 111

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N/F VIRGINIA SCHULTZ 2 HARRIS CT BK: 4195 PG: 266

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N/F TIMOTHY HEALEY 728 E. BROADWAY BK: 3199 PG: 180

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N/F MARIA WALSH 736 EAST BROADWAY BK: 485 PG: 734

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N/F STEPHEN GIBSON 68 BLAKEMAN PL. BK: 2688 PG: 316

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N/F JOHN UDO OKON 70 BLAKEMAN PL. BK: 4290 PG: 213

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N/F ALAN BURKE 78 BLAKEMAN PL. BK: 1569 PG: 212

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N/F MICHAEL CHARLES 86 BLAKEMAN PL. BK: 766 PG: 285

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N/F DAVID FRITZINGER 96 BLAKEMAN PL. BK: 2951 PG: 151

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N/F ANN CARRINGTON 106 BLAKEMAN PL. BK: 3979 PG: 185

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N/F NEIL SHERMAN 116 BLAKEMAN PL. BK: 705 PG: 80

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N/F ADAM STRACHMAN 126 BLAKEMAN PL. BK: 4552 PG: 265

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N/F CHRISTOPHER SILKMAN 146 BLAKEMAN PL. BK: 3260 PG: 13

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N/F FRANK LOSQUADRO 156 BLAKEMAN PL. BK: 2497 PG: 20

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N/F JANE KIRBY 64 MEADOW ST. BK: 1820 PG: 130

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N/F FRANCES SPERNAK 74 MEADOW ST. BK: 4080 PG: 273

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N/F TOWN OF STRATFORD 576 EAST BROADWAY BK: 3803 PG: 27

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MEADOW STREET

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1 STORY WOOD HOUSE

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1 STORY WOOD HOUSE

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1 STORY

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1 STORY GARAGE NW CORNER OVER PROPERTY LINE 4.0'

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SHED

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SHED

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FFE 8.73'

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FFE 7.69'

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FFE 8.03'

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CONCRETE RETAINING WALL WITH HAND RAIL

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6" CAST IRON

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DBL YELLOW LINE

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REFUSE PILES

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REFUSE PILE

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SAN SEWER MH RIM = 12.60' (COULD NOT OPEN)

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SAN SEWER MH (FULL) WITH CONC COLLAR RIM = 6.55'

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CONCRETE VAULT

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SAN SEWER MH (FULL) WITH CONC COLLAR RIM = 6.55'

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WOOD

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48-INCH SAN SEWER

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OBSERVED EDGE OF WATER (JAN 2023)

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24" UNKNOWN

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30" MAPLE

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30" MAPLE

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24" SPLIT SYCAMORE

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24" COTTONWOOD

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30" COTTON

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18" MAPLE

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36" MAPLE

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4" CEDAR

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8" CEDAR

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24" COTTONWOOD

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18" MAPLES (2)

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18"-22" MAPLES (4)

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30" OAK

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36" OAK

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STUMP

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DELINEATED WETLAND LIMIT (TYP)

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GRAVEL PILE

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BROKEN PAVEMENT

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EDGE OF BITUMINOUS PAVEMENT (TYP)

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N/F STATE OF CONNECTICUT "INTERSTATE 95"

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CONCRETE CURB (TYP)

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CONCRETE SIDEWALK (TYP)

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EAST BROADWAY

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CHAINLINK FENCE (TYP)

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BOUNDARY STONE (TO BE PROTECTED)

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GW MONITORING WELL (TYP)

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ATT 14

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ATT 2073

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WOOD FENCE (TYP)

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BITUMINOUS CURB (TYP)

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CHAINLINK FENCE (TYP)

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48-INCH SAN SEWER

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12-INCH SAN SEWER

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BITUMINOUS SIDEWALK (TYP)

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ABANDONED SANITARY SEWER LINE

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SEPTIC

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FERRY BOULEVARD

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UPPER UPPER

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GB-01 ELEV=10.3

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SB-501 (WSP-2023)

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SB-502 (WSP-2023)

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GB-02 ELEV=6.2

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GB-03 ELEV=9.4

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GB-04 ELEV=5.7

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GB-05 ELEV=11.2

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GB-06 ELEV=8.3

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GB-07 ELEV=7.3

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GB-08 ELEV=7.9

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GB-09 ELEV=7.9

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GB-10 ELEV=10.8

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GB-11 ELEV=7.8

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GB-12 ELEV=7.1

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FERRY CREEK

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N/F JAMES BOVA 1 HARRIS CT BK: 4051 PG: 310

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N/F JAMES LESON 692 E. BROADWAY BK: 3068 PG: 272

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N/F BRIAN LOGAN 668 E. BROADWAY BK: 1137 PG: 278

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N/F FERRY BLVD. 635 FERRY BLVD BK: 4178 PG: 27

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N/F WAJK LLC 326 FERRY BLVD BK: 3481 PG: 46

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N/F 300 FERRY BLVD LLC 300 FERRY BLVD BK: 1948 PF: 258

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SAN SEWER MH RIM = 9.46' INV IN = 4.00' INV OUT = 3.90'

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SAN SEWER MH RIM = 4.65' (NOT OPENED)

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SAN SEWER MH RIM = 4.75' (FLOODED)

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SAN SEWER MH RIM = 8.84' IN (N) = 0.10' IN (NW) = -2.20' OUT (S) = -2.30'

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EXPOSED 48-INCH DIP SANITARY SEWER TOP OF PIPE ELEV = 2.40'

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CATCH BASIN (CB-1) GRATE = 8.50' (NO VISIBLE PIPES)

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CATCH BASIN (CB-2) GRATE = 6.75' INV IN = 0.00' INV OUT = 0.00'

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140 LF 18-INCH DIA CMP @ 0.8%

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12-INCH DIA STEEL PIPE

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N/F LOFTS AT 335 LLC 335 FERRY BLVD. BK: 4683 PG: 329

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N/F EUGENE BOURQUE 640 E. BROADWAY BK: 393 PG: 537

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MW 102D

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LEACH FIELD - EXACT LOCATION UNKNOWN

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WOOD GUARD RAIL (TYP)

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CHAIN LINK FENCE

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CONC PAD

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OUTLET STRUCTURE

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CONC PAD

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STORM POND

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BIO SWALE

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BIO SWALE

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DRAIN PIPE (UNKNOWN SIZE)

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2 STORY

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1 STORY

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MASONRY

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MW-503S

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MW 101M

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MW-503B

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SANITARY SEWER MH (FULL) RIM = 5.83' SUMP = -1.0'

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(2) EXPOSED 24-INCH SANITARY SEWER PIPES WITH CONC PIER SUPPORT

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BIO SWALE

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48-INCH RCP SAN SEWER

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24-INCH CMP

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TANNER CREEK TRIBUTARY

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N/F JOANNA GARMELLA 134 BLAKEMAN PL. BK: 887 PG:105

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SCALE IN FEET

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576 EAST BROADWAY

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SOURCE OF MAPPING: REFER TO THE SURVEY NOTES ON DRAWING G-002

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FILE NAME: C:\Users\USTD715079\OneDrive - WSP O365\USACE - Raymark Francis Morgan\Sheets\C-102 Site Preparation and Overall Remedy Plan.dwg PLOT DATE: Thu, 29 Aug 2024 PLOT TIME: 9:21 AM

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N/F EUGENE BOURQUE 650 E. BROADWAY BK: 463 PG: 111

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N/F VIRGINIA SCHULTZ 2 HARRIS CT BK: 4195 PG: 266

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N/F TIMOTHY HEALEY 728 E. BROADWAY BK: 3199 PG: 180

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N/F MARIA WALSH 736 EAST BROADWAY BK: 485 PG: 734

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N/F JOHN UDO OKON 70 BLAKEMAN PL. BK: 4290 PG: 213

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N/F ALAN BURKE 78 BLAKEMAN PL. BK: 1569 PG: 212

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N/F MICHAEL CHARLES 86 BLAKEMAN PL. BK: 766 PG: 285

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N/F DAVID FRITZINGER 96 BLAKEMAN PL. BK: 2951 PG: 151

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N/F ANN CARRINGTON 106 BLAKEMAN PL. BK: 3979 PG: 185

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N/F NEIL SHERMAN 116 BLAKEMAN PL. BK: 705 PG: 80

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N/F ADAM STRACHMAN 126 BLAKEMAN PL. BK: 4552 PG: 265

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N/F CHRISTOPHER SILKMAN 146 BLAKEMAN PL. BK: 3260 PG: 13

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N/F FRANK LOSQUADRO 156 BLAKEMAN PL. BK: 2497 PG: 20

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N/F JANE KIRBY 64 MEADOW ST. BK: 1820 PG: 130

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N/F FRANCES SPERNAK 74 MEADOW ST. BK: 4080 PG: 273

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MEADOW STREET

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N/F STATE OF CONNECTICUT "INTERSTATE 95"

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EAST BROADWAY

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BOUNDARY STONE (TO BE PROTECTED)

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ATT 14

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FERRY BOULEVARD

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UPPER UPPER

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FERRY CREEK

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N/F BRIAN LOGAN 668 E. BROADWAY BK: 1137 PG: 278

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N/F FERRY BLVD. 635 FERRY BLVD BK: 4178 PG: 27

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N/F WAJK LLC 326 FERRY BLVD BK: 3481 PG: 46

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N/F 300 FERRY BLVD LLC 300 FERRY BLVD BK: 1948 PF: 258

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140 LF 18-INCH DIA CMP @ 0.8%

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N/F LOFTS AT 335 LLC 335 FERRY BLVD. BK: 4683 PG: 329

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N/F EUGENE BOURQUE 640 E. BROADWAY BK: 393 PG: 537

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MW 102D

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MW 102S

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MW 102M

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MW 101S

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MW 101D

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MW B2

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MW 104B

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MW 104S

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MW 103M

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MW 103S

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WOOD GUARD RAIL (TYP)

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CHAIN LINK FENCE

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CONC PAD

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OUTLET STRUCTURE

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INTERSTATE (I-95)

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CONC PAD

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STORM POND

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BIO SWALE

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BIO SWALE

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MW-503S

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MW 101M

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MW 104D

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MW 104M

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MW-503M

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MW-503D

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MW-503B

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BIO SWALE

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48-INCH RCP SAN SEWER

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GUARD RAIL

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TANNER CREEK TRIBUTARY

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N/F JOANNA GARMELLA 134 BLAKEMAN PL. BK: 887 PG:105

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AutoCAD SHX Text C-301

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AutoCAD SHX Text C-307

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CONCEPTUAL CONTRACTOR SUPPORT AND STAGING AREA LIMITS (SEE NOTE 1)

AutoCAD SHX Text CONSTRUCTION WATER TREATMENT PLANT WITH COLLECTION SUMPS AND SECONDARY CONTAINMENT (DESIGN TO BE PROVIDED BY REMEDIATION CONTRACTOR)

AutoCAD SHX Text PROVIDE PERIMETER CONTROLS TO DIVERT SURFACE FLOWS AWAY FROM IMPACTED SOIL STAGING AREAS (TYP)

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STOCKPILE CONTAINMENT PAD FOR IMPACTED SOIL STABILIZATION

AutoCAD SHX Text INSTALL CHAIN LINK FENCE WITH WIND SCREEN ON CONCRETE JERSEY BARRIER ALONG EAST BROADWAY (TYP)

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INSTALL TEMPORARY CHAIN LINK FENCE WITH WIND SCREEN (TYP)

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REMOVE EXISTING FENCE AND DISPOSE OFF-SITE (SEE NOTE 3)

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EXISTING MONITORING WELL TO BE ABANDONED (TYP)(SEE NOTE 4)

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RAYMARK MORGAN FRANCIS (OU6) LIMIT OF REMEDIATION TOTAL AREA = 5.20 ACRES

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REMOVE WOODEN FENCE TO PROPERTY LINE

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PROTECT EXISTING UTILITIES (TYP)

AutoCAD SHX Text CONCEPTUAL TEMPORARY BRIDGE CROSSING DESIGN BY REMEDIATION CONTRACTOR (SEE NOTE 5)

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RAYMARK MORGAN FRANCIS (OU6) CONSOLIDATION CAP LIMIT AREA = 4.10 ACRES

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8.5'(H) X 12.5'(W) BOX CULVERT

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24-INCH CMP

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STORM DRAIN PIPE (UNKNOWN SIZE)

AutoCAD SHX Text SANITARY SEWER VAULTS AND TWIN 24-INCH RCP CREEK CROSSING PIPES (APPRX. 7 TO 8 FT BELOW GRADE) - TO BE PROTECTED

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REMOVE FENCE

AutoCAD SHX Text DEBRIS REMOVAL AND CLEARING AND GRUBBING TO OCCUR WITHIN CONSTRUCTION LIMITS (SEE NOTES 7 THRU 9)

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TEMPORARY CROSSWALK DURING CONSTRUCTION

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CONSTRUCTION SUPPORT TRAILERS AND EMPLOYEE PARKING (TYP)

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TEMPORARY CONSTRUCTION ACCESS ROAD

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60-INCH RCP

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LIMIT OF STONE COVER CAP (FUTURE SYNTHETIC TURF FIELD

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PROTECT

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PORTABLE DECONTAMINATION TRAY

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OU6 MORGAN FRANCIS EXCAVATION (4-FOOT)

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REMEDIATION LEGEND

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CONSOLIDATION CAP SYSTEM 2 (STONE)

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OU6 MORGAN FRANCIS SAN SEWER EXCAVATION

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OU3 UUFC BANK EXCAVATION (2-FOOT)

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OU3 UUFC BANK EXCAVATION (4-FOOT)

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OU3 UUFC CREEK BED EXCAVATION (2-FOOT)

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OU3 UUFC WETLAND EXCAVATION (4-FOOT)

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OU3 UUFC RIPRAP COVER (1-FOOT)

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OU3 UUFC SOIL COVER (4-FOOT)

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PROPOSED WETLAND RESTORATION AREA

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1. CONTRACTOR MAY UTILIZE EXISTING PAVEMENT AND CONCRETE AREAS WITHIN THE CONTRACTOR MAY UTILIZE EXISTING PAVEMENT AND CONCRETE AREAS WITHIN THE CONSTRUCTION SUPPORT AREA AND INSTALL GRAVEL OVER VEGETATED AREAS TO PROVIDE A SMOOTH AND STABLE SURFACE. REFER TO DRAWING C-103 FOR DEMOLITION OF DILAPIDATED BUILDING AND UTILITIES PARTIALLY LOCATED WITHIN THE CONCEPTUAL SUPPORT AREA. 2. ADDITIONAL CONTRACTOR OFFICE AN/OR SUPPORT AREAS MAY BE AVAILABLE AT THE ADDITIONAL CONTRACTOR OFFICE AN/OR SUPPORT AREAS MAY BE AVAILABLE AT THE RAYMARK OFFICE HEADQUARTERS LOCATED AT 300 FERRY BOULEVARD (SEE DRAWING C-104). 3. CONTRACTOR MAY UTILIZE EXISTING FENCE BEYOND THE PROPOSED WORK LIMITS AS CONTRACTOR MAY UTILIZE EXISTING FENCE BEYOND THE PROPOSED WORK LIMITS AS APPROVED BY THE CONTRACTING OFFICER. INSTALL WIND SCREEN ON ANY EXISTING FENCE IDENTIFIED FOR USE AS PERIMETER SECURITY CONTROL. THE CONTRACTOR SHALL EVALUATE THE CONDITION AND STRUCTURAL STABILITY OF THE EXISTING FENCE DUE TO WIND LOADING ON THE SCREEN 4. EXISTING MONITORING WELLS TO BE ABANDONED IN ACCORDANCE WITH CT EXISTING MONITORING WELLS TO BE ABANDONED IN ACCORDANCE WITH CT ADMINISTRATIVE CODE SECTION 25-128-57 AND BE PERFORMED BY A REGISTERED WELL DRILLER SUBCONTRACTOR. 5. TEMPORARY BRIDGE CROSSING LOCATION SHOWN IS CONCEPTUAL AND REMEDIATION TEMPORARY BRIDGE CROSSING LOCATION SHOWN IS CONCEPTUAL AND REMEDIATION CONTRACTOR MAY PROPOSE ALTERNATE LOCATIONS OR OTHER MEANS AND METHODS. 6. CONTRACTOR SHALL INSTALL DUST MONITORING EQUIPMENT AS IDENTIFIED IN THE CONTRACTOR SHALL INSTALL DUST MONITORING EQUIPMENT AS IDENTIFIED IN THE TECHNICAL SPECIFICATIONS. 7. CONTRACTOR SHALL REMOVE EXISTING TRASH AND DEBRIS FROM THE SITE, INCLUDING CONTRACTOR SHALL REMOVE EXISTING TRASH AND DEBRIS FROM THE SITE, INCLUDING STACKED BRUSH AND VEGETATION. 8. CONTRACTOR SHALL REMOVE SITE FEATURES INCLUDING FENCING, TREES, AND OTHER CONTRACTOR SHALL REMOVE SITE FEATURES INCLUDING FENCING, TREES, AND OTHER VEGETATION WITHIN THE CONSTRUCTION LIMITS. 9. ALL TREES AND SHRUBS TO BE CUT AND STUMPS AND ROOTS 1-INCH OR LARGER ALL TREES AND SHRUBS TO BE CUT AND STUMPS AND ROOTS 1-INCH OR LARGER GRUBBED AND REMOVED. 10. SEE DRAWINGS C-104 AND C-301 - C-303 FOR EROSION AND SEDIMENT CONTROL SEE DRAWINGS C-104 AND C-301 - C-303 FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS 11. SEE DRAWINGS C-106 THRU C-108 FOR ADDITIONAL DESIGN REQUIREMENTS SEE DRAWINGS C-106 THRU C-108 FOR ADDITIONAL DESIGN REQUIREMENTS ASSOCIATED WITH EXCAVATION, CAP AREA CONSOLIDATION AND SITE RESTORATION.

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SCALE IN FEET

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NOTES:

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FILE NAME: C:\Users\USTD715079\OneDrive - WSP O365\USACE - Raymark Francis Morgan\Sheets\C-103 Building and Utility Demolition Plan.dwg PLOT DATE: Fri, 06 Sep 2024 PLOT TIME: 1:16 PM

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1 STORY

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FFE 8.73'

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FFE 7.69'

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FFE 8.03'

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CONCRETE RETAINING WALL WITH HAND RAIL

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6" CAST IRON

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DBL YELLOW LINE

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WOOD

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DELINEATED WETLAND LIMIT (TYP)

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GRAVEL PILE

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BROKEN PAVEMENT

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EDGE OF BITUMINOUS PAVEMENT (TYP)

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EAST BROADWAY

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ATT 14

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ATT 2073

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BITUMINOUS CURB (TYP)

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CHAINLINK FENCE (TYP)

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SEPTIC

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LEACH FIELD - EXACT LOCATION UNKNOWN

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2 STORY

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1 STORY

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MASONRY

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DEMOLISH BITUMINOUS SIDEWALK (TYP)

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DISCONNECT ELECTRICAL SERVICE LINE AT UTILITY POLE

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CUT AND CAP WATER SERVICE OUTSIDE THE LIMITS OF THE REMEDIATION AREA

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CUT AND CAP GAS SERVICE OUTSIDE THE LIMITS OF THE REMEDIATION AREA

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DEMOLISH BITUMINOUS SIDEWALK (TYP) (SEE NOTE 12)

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REMOVE EXISTING TREE AND ROOTS

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REMOVE EXISTING TREE AND ROOTS

AutoCAD SHX Text REMOVE ELECTRICAL SERVICE FROM CONNECTION POINT AT BUILDING TO UTILITY POLE. REMOVE ALL COMPONENTS INCLUDING GROUND WIRING

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DEMOLISH CONCRETE WALK

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DEMOLISH…

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File details come from the government source that posted it. Updated Oct 30, 2024.