2024.08.28 Revised Concepts db5843
document
5 pages
From the meeting:
Waterfront Advisory Committee — 2025-09-16
Agenda item: Referral from Village Board of Trustees for a Local Waterfront Revitalization Program (LWRP) Consistency review for Improvements to drainage along Brook Street and Terrace Place
Document, 5 pages. Attached to agenda item: “Referral from Village Board of Trustees for a Local Waterfront Revitalization Program (LWRP) Consistency review for Improvements to drainage along Brook Street and Terrace Place”
Retrieved 2026-04-15 from the village's meeting portal.
View the original PDF ↗
Also attached to this agenda item:
LWRP 2024 Updated
NYSDEC Environmental Assessment Short Form Fillable PDF
Resolution 220-2025 Brook Street Drainage Referrals
coastalassessment 2017a
Extracted text
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BROOK STREET
BROOK STREET
BROOK STREET
TERRACE PLACE
OLD POST ROAD NORTH
OLD POST ROAD NORTH
UPPER NORTH HIGHLAND PL
OLD POST ROAD NORTH
TERRACE PLACE
FARRINGTON ROAD
PALMER AVENUE
FARRINGTON ROAD
HUNTER PLACE
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WESTCHESTER COUNTY
BROOK STREET DRAINAGE CORRIDOR
IMPROVEMENTS
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO.
DATE
REVISION
INT.
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
APRIL 2024
DESIGNED BY:
CHECKED BY:
PROJECT ENGINEER:
1.
INFORMATION SHOWN HEREON IS APPROXIMATE
AND BASED ON THE FOLLOWING:TOPOGRAPHIC
INFORMATION BASED ON TOPOGRAPHIC MAPS
PROVIDED BY THE VILLAGE OF CROTON ON HUDSON
PREPARED APPROXIMATELY IN 1960, AND FIELD
DATA COLLECTED AND COMPILED BY RECORD PLANS
FROM CRONIN ENGINEERING, P.E..ALL LOCATIONS
AND ELEVATIONS SHOWN HEREON ARE
APPROXIMATE. DATUM IS BASED ON APPROXIMATE
USGS. PREPARATION OF A SITE SPECIFIC SURVEY
MAY YIELD INFORMATION CONTRADICTORY TO THAT
SHOWN HEREON.
2.
UTILITIES SHOWN ARE PER AVAILABLE RECORDS
FROM GIS AND ARE APPROXIMATE. CONTOURS
SHOWN ARE FROM WESTCHESTER COUNTY GIS
DATA.
3.
UTILITY INVERT INFORMATION HAS BEEN TAKEN
FROM RECORD DRAWINGS DATED AUGUST 1989.
FLARE END
RIP RAP OUTLET PROTECTION
±50 LF OF 18" HDPE
±215 LF OF 18" HDPE
±130 LF OF 18" HDPE
±125 LF OF 18" HDPE
±220 LF OF 18" HDPE
±30 LF OF 18" HDPE
CB-1:
RIM ±111.50
INV. ±105.50
CB-2:
RIM ±100.00
INV. ±96.50
CB-4:
RIM ±90.00
INV. ±86.50
DMH-1
RIM ±56.00
INV. ±52.50
INV. ±50.00
C1
1"=40'
CORE IN FIELD CONNECTION AND PLUG. REROUTE
DRAINAGE TOWARDS TERRACE STREET
CONCEPT 1A
CB-3:
RIM ±100.00
INV. ±97.00
±20 LF OF
12" HDPE
REMOVE ±9 LF OF EXISTING DRAINAGE
PIPE BETWEEN CATCH BASINS
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BROOK STREET
BROOK STREET
BROOK STREET
TERRACE PLACE
OLD POST ROAD NORTH
OLD POST ROAD NORTH
UPPER NORTH HIGHLAND PL
OLD POST ROAD NORTH
TERRACE PLACE
FARRINGTON ROAD
PALMER AVENUE
FARRINGTON ROAD
HUNTER PLACE
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WESTCHESTER COUNTY
BROOK STREET DRAINAGE CORRIDOR
IMPROVEMENTS
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO.
DATE
REVISION
INT.
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
APRIL 2024
DESIGNED BY:
CHECKED BY:
PROJECT ENGINEER:
1.
INFORMATION SHOWN HEREON IS APPROXIMATE
AND BASED ON THE FOLLOWING:TOPOGRAPHIC
INFORMATION BASED ON TOPOGRAPHIC MAPS
PROVIDED BY THE VILLAGE OF CROTON ON HUDSON
PREPARED APPROXIMATELY IN 1960, AND FIELD
DATA COLLECTED AND COMPILED BY RECORD PLANS
FROM CRONIN ENGINEERING, P.E..ALL LOCATIONS
AND ELEVATIONS SHOWN HEREON ARE
APPROXIMATE. DATUM IS BASED ON APPROXIMATE
USGS. PREPARATION OF A SITE SPECIFIC SURVEY
MAY YIELD INFORMATION CONTRADICTORY TO THAT
SHOWN HEREON.
2.
UTILITIES SHOWN ARE PER AVAILABLE RECORDS
FROM GIS AND ARE APPROXIMATE. CONTOURS
SHOWN ARE FROM WESTCHESTER COUNTY GIS
DATA.
3.
UTILITY INVERT INFORMATION HAS BEEN TAKEN
FROM RECORD DRAWINGS DATED AUGUST 1989.
C4
1"=40'
±180 LF OF 30" HDPE
±200 LF OF 18" HDPE
±55 LF OF 18" HDPE
CONNECTION CHAMBER 8'X8'
RIM ±72.00
INV. ±68.00
CB-1
RIM ±90.00
INV. ±86.50
CORE IN FIELD CONNECTION AND PLUG.
REROUTE DRAINAGE TOWARDS BROOK STREET
CB-2
RIM ±85.00
INV. ±81.50
±80 LF OF 18" HDPE
CB-3
RIM ±74.00
INV. ±70.50
CORE INTO
EXISTING
CULVERT
±50 LF OF 30" HDPE
PROTECT AND MAINTAIN
EXISTING MANHOLES
REMOVE ELLIPTICAL CMP FROM BOX CULVERT
(3'W X 5'H)AND RESTORE WITH 30" HDPE (± 70LF)
CONNECT TO EXISTING
DRAINAGE STRUCTURE
DEMOLISH AND REPLACE
EXISTING CATCH BASIN
±200 LF OF 30" HDPE
FLARE END
RIP RAP OUTLET PROTECTION
±30 LF OF 30" HDPE
DMH-2
RIM ±56.00
INV. ±52.50
INV. ±50.00
REMOVE ±9 LF OF EXISTING DRAINAGE
PIPE BETWEEN CATCH BASINS
DMH-1
RIM ±69.50
INV. ±66.00
±35 LF OF 18" HDPE
±30 LF OF 30" HDPE
CONCEPT 1B
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BROOK STREET
BROOK STREET
BROOK STREET
TERRACE PLACE
OLD POST ROAD NORTH
OLD POST ROAD NORTH
UPPER NORTH HIGHLAND PL
OLD POST ROAD NORTH
TERRACE PLACE
FARRINGTON ROAD
PALMER AVENUE
FARRINGTON ROAD
HUNTER PLACE
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WESTCHESTER COUNTY
BROOK STREET DRAINAGE CORRIDOR
IMPROVEMENTS
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO.
DATE
REVISION
INT.
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
APRIL 2024
DESIGNED BY:
CHECKED BY:
PROJECT ENGINEER:
1.
INFORMATION SHOWN HEREON IS APPROXIMATE
AND BASED ON THE FOLLOWING:TOPOGRAPHIC
INFORMATION BASED ON TOPOGRAPHIC MAPS
PROVIDED BY THE VILLAGE OF CROTON ON HUDSON
PREPARED APPROXIMATELY IN 1960, AND FIELD
DATA COLLECTED AND COMPILED BY RECORD PLANS
FROM CRONIN ENGINEERING, P.E..ALL LOCATIONS
AND ELEVATIONS SHOWN HEREON ARE
APPROXIMATE. DATUM IS BASED ON APPROXIMATE
USGS. PREPARATION OF A SITE SPECIFIC SURVEY
MAY YIELD INFORMATION CONTRADICTORY TO THAT
SHOWN HEREON.
2.
UTILITIES SHOWN ARE PER AVAILABLE RECORDS
FROM GIS AND ARE APPROXIMATE. CONTOURS
SHOWN ARE FROM WESTCHESTER COUNTY GIS
DATA.
3.
UTILITY INVERT INFORMATION HAS BEEN TAKEN
FROM RECORD DRAWINGS DATED AUGUST 1989.
±50 LF OF 18" HDPE
±215 LF OF 18" HDPE
±130 LF OF 18" HDPE
±125 LF OF 18" HDPE
CB-1:
RIM ±111.50
INV. ±105.50
CB-2:
RIM ±100.00
INV. ±96.50
CB-4:
RIM ±90.00
INV. ±86.50
OPEN RIM
DMH-1
RIM ±56.00
INV. ±52.50
C2
1"=40'
CORE IN FIELD CONNECTION AND PLUG. REROUTE
DRAINAGE TOWARDS TERRACE STREET
CONCEPT 2A
CB-3:
RIM ±100.00
INV. ±97.00
±20 LF OF
12" HDPE
±9 LF OF 18" HDPE
CB-5:
RIM ±70.00
18" W INV. ±3.00' B.G.S.
18" E INV. ±3.25' B.G.S.
±25 LF OF 18" HDPE
±120 LF OF 30" HDPE
±75 LF OF 30" HDPE
±10 LF OF 30" HDPE
REMOVE AND REPLACE
EXISTING DRAINAGE PIPE
REMOVE AND REPLACE EXISTING
DRAINAGE STRUCTURE
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BROOK STREET
BROOK STREET
BROOK STREET
TERRACE PLACE
OLD POST ROAD NORTH
OLD POST ROAD NORTH
UPPER NORTH HIGHLAND PL
OLD POST ROAD NORTH
TERRACE PLACE
FARRINGTON ROAD
PALMER AVENUE
FARRINGTON ROAD
HUNTER PLACE
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WESTCHESTER COUNTY
BROOK STREET DRAINAGE CORRIDOR
IMPROVEMENTS
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO.
DATE
REVISION
INT.
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
APRIL 2024
DESIGNED BY:
CHECKED BY:
PROJECT ENGINEER:
1.
INFORMATION SHOWN HEREON IS APPROXIMATE
AND BASED ON THE FOLLOWING:TOPOGRAPHIC
INFORMATION BASED ON TOPOGRAPHIC MAPS
PROVIDED BY THE VILLAGE OF CROTON ON HUDSON
PREPARED APPROXIMATELY IN 1960, AND FIELD
DATA COLLECTED AND COMPILED BY RECORD PLANS
FROM CRONIN ENGINEERING, P.E..ALL LOCATIONS
AND ELEVATIONS SHOWN HEREON ARE
APPROXIMATE. DATUM IS BASED ON APPROXIMATE
USGS. PREPARATION OF A SITE SPECIFIC SURVEY
MAY YIELD INFORMATION CONTRADICTORY TO THAT
SHOWN HEREON.
2.
UTILITIES SHOWN ARE PER AVAILABLE RECORDS
FROM GIS AND ARE APPROXIMATE. CONTOURS
SHOWN ARE FROM WESTCHESTER COUNTY GIS
DATA.
3.
UTILITY INVERT INFORMATION HAS BEEN TAKEN
FROM RECORD DRAWINGS DATED AUGUST 1989.
±180 LF OF 30" HDPE
±200 LF OF 18" HDPE
±55 LF OF 18" HDPE
OUTLET CONTROL STRUCTURE WITH
OVERFLOW WEIR TO EXISTING ROUTING
CB-1
RIM ±90.00
INV. ±86.50
CORE IN FIELD CONNECTION AND PLUG.
REROUTE DRAINAGE TOWARDS BROOK STREET
C3
1"=40'
±50 LF OF 30" HDPE
DEMOLISH AND REPLACE
EXISTING CATCH BASIN
CB-2
RIM ±85.00
INV. ±81.50
±80 LF OF 18" HDPE
CB-3
RIM ±74.00
INV. ±70.50
CONCEPT 2B
CORE INTO
EXISTING
CULVERT
±120 LF OF 30" HDPE
±75 LF OF 30" HDPE
±10 LF OF 30" HDPE
REMOVE ELLIPTICAL CMP FROM BOX CULVERT (3'W X 5'H)
AND RESTORE WITH 30" HDPE (± 70LF)
CONNECT TO EXISTING
DRAINAGE STRUCTURE
DEMOLISH AND REPLACE
EXISTING CATCH BASIN
DEMOLISH AND REPLACE
EXISTING CATCH BASIN
DEMOLISH AND REPLACE
EXISTING AREA INLET
PROVIDE NEW
MANHOLE ACCESS
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BROOK STREET
BROOK STREET
N RIVERSIDE AVE
STATE ROUTE 9
SENASQUA ROAD
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WESTCHESTER COUNTY
BROOK STREET DRAINAGE CORRIDOR
IMPROVEMENTS
PROJECT NO.
DATE:
SCALE:
DRAWING NO.
NO.
DATE
REVISION
INT.
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209 OF THE
NEW YORK STATE EDUCATION LAW.
APRIL 2024
DESIGNED BY:
CHECKED BY:
PROJECT ENGINEER:
1.
INFORMATION SHOWN HEREON IS APPROXIMATE AND
BASED ON THE FOLLOWING: RECORD DRAINAGE
INFORMATION MAPS PROVIDED BY THE VILLAGE OF
CROTON ON HUDSON PREPARED APPROXIMATELY IN
1959 FROM ANDREWS & CLARK. ALL LOCATIONS AND
ELEVATIONS SHOWN HEREON ARE APPROXIMATE.
DATUM IS BASED ON APPROXIMATE USGS.
PREPARATION OF A SITE SPECIFIC SURVEY MAY YIELD
INFORMATION CONTRADICTORY TO THAT SHOWN
HEREON.
2.
UTILITIES SHOWN ARE PER AVAILABLE RECORDS
FROM GIS AND ARE NOT GUARANTEED. CONTOURS
SHOWN ARE FROM WESTCHESTER COUNTY GIS DATA.
3.
UTILITY INVERT INFORMATION HAS BEEN TAKEN FROM
RECORD DRAWINGS DATED AUGUST 1989.
FRAME AND GRATE TO BE DEMOLISHED
AND REPLACED WITH CURB INLET FRAME
1"=20'
C5
CB-6:
RIM ±8.00
INV. ±4.50
CB-8:
RIM ±9.00
INV. ±5.50
CB-9:
RIM ±7.00
INV. ±3.50
CB-7:
RIM ±6.00
INV. ±2.50
20 LF OF 18" HDPE
(TYP. OF 2)
CONCEPT 3
FIELD INSPECTION REQUIRED TO
VERIFY STRUCTURE CONDITIONS
NEW MANHOLE ACCESS CORE EXISTING
TOP SLAB OF CONCRETE CHAMBER
Machine-extracted for search and reference — the original PDF is the authoritative version.