Conservation Commission Agenda (linked)

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Board/Commission	Conservation Commission
Meeting Date	February 12, 2026
Pages	10
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SHEET No.: C-001
No.
NOVEMBER 2025
TITLE SHEET
C-001
GENERAL NOTES, ABBREVIATIONS, AND LEGEND
EROSION AND SEDIMENT CONTROL NARRATIVE AND
WATERFORD, CONNECTICUT
C-002
OWNER
APPLICANT
PREPARED FOR:
CONGREGATION BETH-EL, INC. OF NEW LONDON
DETAILS
33 KENYON ROAD
500
2000
1000
0
1000
(IN FEET)
SCALE: 1"=1000'
LOCATION PLAN
SHEET No.
TITLE
SCHEDULE OF DRAWINGS
No.
CIVIL PERMIT DRAWINGS
CONSERVATION COMMISSION SUBMISSION
SYNAGOGUE
C-302
DETAILS
C-301
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut 06443-0708
P.O. Box 708
Summer Hill
PREPARED BY:
DATE
MICHAEL J. OTT, P.E., L.S.
CT REGISTRATION No. 70082
CONGREGATION BETH-EL, INC. OF NEW LONDON
P.O. BOX 1310
NEW LONDON, CONNECTICUT 06320
TELEPHONE: 860-501-3150
FOR REVIEW ONLY
12-15-25
DATE
PROGRESS DRAWINGS
SUMMER HILL
CIVIL ENGINEERS & LAND SURVEYORS, P.C.
85
95
STANDARD
REQUIRED
EXISTING
ZONING STANDARDS SCHEDULE
PROVIDED
MEDIUM DENISTY RESIDENTIAL DISTRICT (R-20)
SECTION
4.1
4.4
MINIMUM LOT AREA
MINIMUM SETBACKS:
FRONT YARD
SIDE YARD
REAR YARD
20,000 SF
50 FT
20 FT
50 FT
MAXIMUM BUILDING COVERAGE25%
MAXIMUM BUILDING HEIGHT
85 FT
35 FT
PARKING REQUIREMENTS:
-----
-
PARKING SPACES PROVIDED:
4.5
4.6
1 SPACE PER 3 PERSONS SEATED
4.3
MINIMUM LOT FRONTAGE
X 120 SEATS = 40 SPACES
50 SPACES (INCLUDES 2 RESERVED SPACES)
SITE LOCATION
DETAILS
C-303
GENERAL PLAN
C-201
SITE LAYOUT PLAN
C-202
EXISTING CONDITIONS PLAN
C-101
Interchange
82
Kenyon
Road
Ann
Road
Vauxhall
Street
Vauxhall Street
Roseleah
Drive
Soljer
Drive
Connecticut Turnpike - Interstate Route 95
Extension
Hartford
Turnpike
Dayton
Road
Lane
Hickory
Road
Gilead
112,209.2 SF
197.4 FT
112,209.2 SF
197.4 FT
100 FT
4.3
MINIMUM LOT WIDTH
200.1 FT
200.1 FT
89.3 FT
33.8 FT
455.9 FT
3.5% (3,975 SF)
18.0 FT
C-003
CONGREGATION BETH-EL, INC. OF NEW LONDON
P.O. BOX 1310
NEW LONDON, CONNECTICUT 06320
TELEPHONE: 860-501-3150
DETAILS
C-304
ISSUED FOR PERMITTING 11-7-25
CONGREGATION BETH-EL
12-5-25STAFF REVIEW COMMENTS
1

6
5
4
3
B
C
D
E
F
G
A
1
2
H
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut 06443-0708
P.O. Box 708
Summer Hill
C-003
MJO
LJM
NONE
11-1-25
23-20
-
REVISIONS:
TITLE:
PREPARED BY:
SEAL:
SHEET NO.:
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
PROJECT:
PROJECT OWNER:
CONGREGATION BETH EL, INC.
P.O. BOX 1310
NEW LONDON, CONNECTICUT 06320
860-501-3150
CONTACT PERSON:
PERMIT REQUIREMENTS:
THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE PROJECT ARE SUBJECT TO THE REQUIREMENTS OF APPROVALS AND
PERMITS OF THE TOWN OF WATERFORD CONSERVATION COMMISSION AND PLANNING AND ZONING COMMISSION, AND THE
DEPARTMENT OF PUBLIC WORKS AND UTILITIES COMMISSION DEPARTMENT.
D. GENERAL GUIDELINES:
1). PRIOR TO THE START OF WORK, INSTALL EROSION AND SEDIMENT CONTROLS AS SHOWN ON THE DRAWINGS OR AS ORDERED BY
THE ENGINEER.
2). ALL EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED CONTINUOUSLY AND INSPECTED ON A PERIODIC BASIS AS
DEFINED IN THE GUIDELINES FOR EACH TYPE OF CONTROL, AND SHALL NOT BE REMOVED UNTIL ALL DISTURBED AREAS HAVE BEEN
STABILIZED. IN ADDITION, ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED PRIOR TO AND DURING MAJOR RAINFALL
EVENTS.
3.) LIMIT THE DISTURBANCE OF LAND TO THE LIMITS OF DISTURBANCE REQUIRED TO ACCOMPLISH THE WORK SHOWN ON THE
DRAWINGS.
4). PRESERVE EXISTING VEGETATION WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS TO BE PRESERVED AND TAKE
REASONABLE CARE TO PROTECT SUCH EXISTING VEGETATION.
5). WHERE PRACTICABLE, PLAN CONSTRUCTION OPERATIONS SO AS TO LIMIT THE AREAS OF EXPOSED SOIL TO AREAS ACTIVELY
UNDER CONSTRUCTION. TAKE REASONABLE CARE TO LIMIT THE PERIOD OF EXPOSURE OF DISTURBED AREAS AND INSTALL
PERMANENT VEGETATIVE MEASURES AS SOON AS IS PRACTICABLE.
6). WATER FROM DEWATERING OPERATIONS SHALL NOT BE DISCHARGED DIRECTLY TO ANY WETLAND OR WATERCOURSE. SUCH
WATER SHALL BE DISCHARGED TO AN APPROVED SEDIMENT BASIN AND/OR FILTER DEVICE, OR TO A STORM DRAINAGE SYSTEM
ONLY WHEN APPROVED.
7). ADEQUATE PROVISIONS SHALL BE TAKEN TO PROTECT ALL EXPOSED CUT AND FILL SLOPES FROM SURFACE WATER FLOW DAMAGE
AND EROSION.
8). BE RESPONSIBLE FOR THE CONTROL OF DUST AND OTHER PARTICULATE MATTER RESULTING FROM CONSTRUCTION OPERATIONS.
9). TEMPORARY MATERIAL STOCKPILES SHALL BE PROTECTED FROM BOTH WATER AND WIND INDUCED EROSION.
10). BE RESPONSIBLE FOR MONITORING NOAA NATIONAL WEATHER SERVICE WEATHER FORECASTS AND TAKING PROPER PRECAUTIONS
TO PREVENT EROSION AND SEDIMENTATION IN ADVANCE OF RAINFALL EVENTS AND REMOVING OR SECURING ALL EQUIPMENT AND
MATERIALS IN ADVANCE OF ISSUED FLOOD WARNINGS.
C. CONTINGENCY PLAN
A MINIMUM OF TWO WEEKS PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE CONTACT PERSON
DESIGNATED HEREIN WITH THE NAMES AND TELEPHONE NUMBERS OF THE RESPONSIBLE PERSON(S) TO BE CONTACTED IN THE EVENT
OF AN EROSION AND/OR SEDIMENTATION PROBLEM.
THE CONTRACTOR SHALL AT ALL TIMES KEEP SUFFICIENT ADDITIONAL GEOTEXTILE SILT FENCE AND/OR STRAW BALE BARRIER ON THE
PROJECT SITE TO CONTROL UNFORESEEN EROSION AND/OR SEDIMENTATION PROBLEMS. IN THE EVENT OF A PROBLEM, THE
CONTRACTOR SHALL PROMPTLY STABILIZE THE PROBLEM AND CONTAIN ANY SEDIMENT AND THEN NOTIFY THE TOWN OF WATERFORD
PLANNING AND DEVELOPMENT DEPARTMENT (860-444-5813).
B. EROSION AND SEDIMENT CONTROL STANDARDS AND RESPONSIBILITIES
THE MINIMUM STANDARDS FOR ALL EROSION AND SEDIMENT CONTROLS SHALL BE THOSE OUTLINED IN THE "2002 CONNECTICUT
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", LATEST REVISION. THE TYPES AND LOCATIONS OF EROSION AND SEDIMENT
CONTROLS DEPICTED ON THE DRAWINGS ARE THE MINIMUM TYPES AND LOCATIONS REQUIRED. THE TYPES OF CONTROLS REQUIRED
AND THIER LOCATIONS MAY VARY DURING THE VARIOUS PHASES OF CONSTRUCTION OF THE PROJECT AND THE PROGRESS OF THE
WORK. THE CONTRACTOR SHALL REFERENCE THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", LATEST
REVISION FOR SPECIFIC DESIGN CRITERIA, CONSTRUCTION DETAILS, AND MAINTENANCE REQUIREMENTS FOR THE VARIOUS TYPES OF
EROSION AND SEDIMENT CONTROLS REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
IMPLEMENTATION, OPERATION, MONITORING, AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROLS FOR THE PROJECT.
A. PROJECT NARRATIVE
THE PROJECT CONSISTS OF THE CONSTRUCTION OF A 3,720 SQUARE FOOT SYNAGOGUE BUILDING AND ASSOCIATED
DRIVEWAY, PARKING AREAS, SIDEWALK, STORMWATER INFILTRATION AREA, BUILDING UTILITY SERVICES, EXTERIOR LIGHTING,
FENCING, SIGNAGE, AND LANDSCAPING.
THE WORK ASSOCIATED WITH THE PROJECT INCLUDES EROSION AND SEDIMENT CONTROL, SITE PREPARATION, CLEARING AND
GRUBBING, MASS EARTHWORK, BUILDING FOUNDATION, TRENCHING, BACKFILLING, GRADING, UTILITY SERVICE, DRIVEWAY,
PARKING AREA, SIDEWALK, LIGHTING, FENCING, SIGNAGE, AND LANDSCAPE AND TURF ESTABLISHMENT CONSTRUCTION.
THE TOTAL AREA OF LAND DISTURBANCE ASSOCIATED WITH THE COMPLETE PROJECT CONSTRUCTION ACTIVITIES IS
APPROXIMATELY 1.1 ACRES.
THE NRCS MAPPED SOIL TYPES ON THE PROJECT SITE ARE CATDEN AND FREETOWN SOILS (18) AND NINIGRET FINE SANDY
LOAM (701A).
THE PROJECT SITE DOES NOT CONTAIN AREAS OF STEEP SLOPES (GREATER THAN 25%).
THE PROJECT IS LOCATED WITHIN THE THAMES RIVER SUBREGIONAL DRAINAGE BASIN (HUC NUMBER 3000).
THE PROJECT IS NOT LOCATED WITHIN THE COASTAL BOUNDARY.
THE PROJECT IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA ZONE.
THE PROJECT IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY WATERSHED AREA OR AQUIFER PROTECTION AREA.
THE CONNECTICUT DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION NATURAL DIVERSITY DATABASE AREA MAP
FOR THE TOWN OF WATERFORD INDICATES THAT THE PROJECT IS NOT LOCATED WITHIN AN AREA IDENTIFYING THE GENERAL
LOCATION OF STATE AND FEDERAL LISTED SPECIES AND CRITICAL HABITATS.
PROJECT LOCATION:
THE PROJECT IS LOCATED ON THE NORTH SIDE OF KENYON ROAD IN THE EAST-CENTRAL PORTION OF THE TOWN OF
WATERFORD.
CONSTRUCTION SCHEDULE AND SEQUENCE: THE PLANNED START DATE FOR THE PROJECT IS FALL 2023. IT IS ANTICIPATED THAT THE
DURATION OF CONSTRUCTION WILL BE APPROXIMATELY 12 MONTHS. THE GENERAL SEQUENCE OF CONSTRUCTION ACTIVITIES WILL BE
AS FOLLOWS:
1. EQUIPMENT MOBILIZATION.
2. INSTALLATION OF TEMPORARY TRAFFIC AND EROSION AND SEDIMENT CONTROLS.
3. SITE PREPARATION OPERATIONS.
4. CLEARING AND GRUBBING OPERATIONS.
5. MASS EXCAVATION AND GRADING OPERATIONS.
6. BUILDING FOUNDATION CONSTRUCTION.
7. BUILDING UTILITY SERVICE CONSTRUCTION.
8. STORMWATER INFILTRATION AREA CONSTRUCTION.
9. DRIVEWAY AND PARKING AREA CONSTRUCTION.
10. SIDEWALK CONSTRUCTION.
11. SITE LIGHTING CONSTRUCTION.
12. SIGNAGE INSTALLATION.
13. LANDSCAPE CONSTRUCTION.
14. TOPSOIL PLACEMENT AND TURF ESTABLISHMENT.
15. RESTORATION OF DISTURBED AREAS.
16. FINAL CLEAN UP AND REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROLS.
EROSION AND SEDIMENT
CONTROL NARRATIVE AND NOTES
TO BE DETERMINED
IN ADDITION, THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE PROJECT ARE SUBJECT TO THE REQUIREMENTS OF THE
CONNECTICUT DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION GENERAL PERMIT FOR THE DISCHARGE OF
STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES.
THE GENERAL PERMIT INCLUDES REGISTRATION, CERTIFICATION, NOTIFICATION, STORMWATER POLLUTION CONTROL PLAN
PREPARATION, AND INSPECTION REQUIREMENTS. THE GENERAL PERMIT CAN BE ACCESSED AT URL:
https://portal.ct.gov/-/media/DEEP/Permits_and_Licenses/Water_Discharge_General_Permits/stormconstgp1.pdf
DRAWING PHASE:
PERMIT DRAWINGS
33 KENYON ROAD
CONGREGATION BETH-EL, INC.
OF
LAND
WATERFORD, CONNECTICUT
DEFINITION:
RESHAPING OF THE GROUND SURFACE BY EXCAVATION OR FILLING OR BOTH, TO OBTAIN PLANNED GRADES.
PURPOSE:
TO CONTROL SURFACE RUNOFF AND REDUCE EROSION POTENTIAL.
TO PREPARE FOR THE ESTABLISHMENT OF A VEGETATIVE COVER ON THOSE AREAS WHERE THE EXISTING LAND SURFACE IS TO
BE RESHAPED BY GRADING.
APPLICABILITY:
WHERE GRADING TO PLANNED ELEVATIONS IS PRACTICAL FOR THE PURPOSES SET FORTH ABOVE.
ON SLOPES NO STEEPER THAN 2:1. FOR SLOPES STEEPER THAN 2:1, SEE THE SLOPE STABILIZATION MEASURES IN THE
STABILIZATION STRUCTURES FUNCTIONAL GROUP.
DOES NOT APPLY TO BEDROCK CUTS OR FACES.
DEFINITION:
THE APPLICATION OF TOPSOIL TO PROMOTE THE GROWTH OF VEGETATION FOLLOWING THE ESTABLISHMENT OF FINAL
GRADES.
PURPOSE:
TO PROVIDE A SUITABLE GROWTH MEDIUM FOR FINAL SITE STABILIZATION WITH VEGETATION.
APPLICABILITY:
WHERE THE TEXTURE, PH, OR NUTRIENT BALANCE OF THE AVAILABLE SOIL (SANDS, GRAVELS, OR OTHER UNCONSOLIDATED
MATERIALS) CANNOT BE MODIFIED BY REASONABLE MEANS TO PROVIDE AN ADEQUATE GROWTH MEDIUM.
WHERE THE EXISTING SOIL MATERIAL IS TOO SHALLOW TO PROVIDE AN ADEQUATE ROOT ZONE AND TO SUPPLY NECESSARY
MOISTURE AND NUTRIENTS FOR PLANT GROWTH.
WHERE HIGH QUALITY TURF IS DESIRABLE TO PREVENT EROSION AND WITHSTAND INTENSIVE USE AND/OR MEET AESTHETIC
REQUIREMENTS.
WHERE LANDSCAPE PLANTINGS ARE PLANNED.
WHERE EXTENSIVE FILLING AND CUTTING OF SLOPES HAS OCCURRED.
ONLY ON SLOPES NO STEEPER THAN 2:1.
DEFINITION:
PROCEDURES AND MEASURES TO MANAGE STOCKPILES OF TOPSOIL AND OTHER TYPES OF CONSTRUCTION MATERIALS,
INCLUDING, BUT NOT LIMITED TO: PAVING MATERIALS SUCH AS PORTLAND CEMENT CONCRETE (PCC) RUBBLE, ASPHALT
CONCRETE (AC), ASPHALT CONCRETE RUBBLE, AGGREGATE BASE, AGGREGATE SUB BASE OR PRE-MIXED AGGREGATE,
ASPHALT MINDER (SO CALLED
“COLD MIX
” ASPHALT), AND PRESSURE TREATED WOOD.
PURPOSE:
TO REDUCE OR MINIMIZE EROSION OF STOCKPILE MATERIALS.
APPLICABILITY:
ANY CONSTRUCTION SITE.
DEFINITION:
ESTABLISHMENT OF TEMPORARY STAND OF GRASS AND/OR LEGUMES BY SEEDING AND MULCHING SOILS THAT WILL BE
EXPOSED FOR A PERIOD GREATER THAN 1 MONTH BUT LESS THAN 12 MONTHS.
PURPOSE:
TO TEMPORARILY STABILIZE THE SOIL AND REDUCE DAMAGE FROM WIND AND/OR WATER EROSION AND SEDIMENTATION UNTIL
PERMANENT STABILIZATION IS ACCOMPLISHED.
APPLICABILITY:
WITHIN THE FIRST 7 DAYS OF SUSPENDING WORK ON A GRADING OPERATION THAT EXPOSES ERODIBLE SOILS WHERE SUCH
SUSPENSION IS EXPECTED TO LAST FOR 1 TO 12 MONTHS. SUCH AREAS INCLUDE SOIL STOCKPILES, BORROW PITS, ROAD
BANKS AND OTHER DISTURBED OR UNSTABLE AREAS.
DEFINITION:
A TEMPORARY SEDIMENT BARRIER CONSISTING OF A GEOTEXTILE FABRIC PULLED TAUT AND ATTACHED TO SUPPORTING POST
ENTRENCHED.
PURPOSE:
TO INTERCEPT AND RETAIN SEDIMENT FROM DISTURBED AREAS.
TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW VOLUME CONCENTRATED FLOWS.
APPLICABILITY:
BELOW SMALL, DISTURBED AREAS WHERE THE CONTRIBUTING DRAINAGE AREA (DISTURBED AND UNDISTURBED) IS LESS THAN
1 ACRE IN SIZE.
AT STORMWATER DRAINAGE INLETS AND CATCH BASINS WHERE SEDIMENTATION WILL REDUCE THE CAPACITY OF STORM
DRAINAGE SYSTEMS OR ADVERSELY AFFECT ADJACENT AREAS, WATERCOURSES, ANDOTHER SENSITIVE AREAS (SEE INLET
PROTECTION MEASURE).
NOT FOR USE IN AREAS WHERE ROCK, FROZEN GROUND, OR OTHER HARD SURFACE PREVENTS PROPER INSTALLATION OF THE
BARRIER (SEE SPECIAL CASE COMBINATIONS IN CHECK DAM MEASURE FOR FROZEN GROUND CONDITIONS).
PROHIBITED FROM USE IN DRAINAGE WAYS WHOSE FLOW IS SUPPORTED BY GROUNDWATER DISCHARGE.
DEFINITION:
THE CONTROL OF DUST ON CONSTRUCTION SITES, CONSTRUCTION ROADS, AND OTHER AREAS WHERE DUST IS GENERATED.
PURPOSE:
TO PREVENT THE MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES, WHICH MAY CAUSE BOTH OFF-SITE AND ON-SITE
DAMAGE, BE A HEALTH HAZARD TO HUMANS, WILDLIFE, AND PLANT LIFE, OR CREATE A SAFETY HAZARD BY REDUCING TRAFFIC
VISIBILITY.
APPLICABILITY:
ON UNSTABLE SOILS SUBJECT TO CONSTRUCTION TRAFFIC.
WHERE UNSTABLE SOILS ARE LOCATED ON HILLTOPS OR LONG REACHES OF OPEN GROUND AND CAN BE EXPOSED TO HIGH
WINDS.
DEFINITION:
APPLICATION OF A MULCH THAT WILL PROTECT THE SOIL SURFACE ON A TEMPORARY BASIS AND PROMOTE THE
ESTABLISHMENT OF TEMPORARY OR PERMANENT SEEDINGS.
PURPOSE:
TO PREVENT EROSION BY DISSIPATING THE EROSIVE ENERGY OF RAINDROPS AND ENCOURAGE A SHEET FLOW OVER THE SOIL
SURFACE.
TO AID IN THE GROWTH OF HERBACEOUS VEGETATION BY REDUCING EVAPORATION OF WATER, ENHANCING ABSORPTION OF
WATER, HELPING TO ANCHOR SEED IN PLACE, PROVIDING PROTECTION AGAINST EXTREME HEAT AND COLD AND IMPROVING
SOIL TEXTURE AS IT DECOMPOSES.
APPLICABILITY:
USED WITH TEMPORARY SEEDING AND PERMANENT SEEDING MEASURES.
PRESERVE AND CONSERVE SOIL
DEFINITION:
A ROUGH SOIL SURFACE WITH HORIZONTAL DEPRESSIONS CREATED BY OPERATING A TILLAGE OR OTHER SUITABLE
IMPLEMENT ON THE CONTOUR, OR BY LEAVING SLOPES IN A ROUGHENED CONDITION BY NOT FINE GRADING THEM.
PURPOSE:
TO PROMOTE THE ESTABLISHMENT OF VEGETATIVE COVER WITH SEED.
TO REDUCE STORMWATER RUNOFF VELOCITY AND INCREASE INFILTRATION.
TO REDUCE SHEET EROSION AND PROVIDE FOR SEDIMENT TRAPPING.
APPLICABILITY:
ON DISTURBED SLOPES WHOSE GRADIENTS ARE BETWEEN 2:1 AND 4:1, INCLUSIVE.
NOT FOR SLOPES THAT ARE TO BE FINISHED WITH A STABLE ROCK FACE, STONE SLOPE PROTECTION, OR SOD.
DEFINITION:
A TEMPORARY SEDIMENT BARRIER CONSISTING OF A ROW OF ENTRENCHED AND ANCHORED BALES OF STRAW.
PURPOSE:
TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM SMALL, DISTURBED AREAS.
TO DECREASE THE VELOCITY OF SHEET FLOWS.
TO REDIRECT SMALL VOLUMES OF WATER AWAY FROM ERODIBLE SOILS.
TO SETTLE AND ASSIST IN FILTERING WATERS DISCHARGED FROM PUMPING OPERATIONS (SEE PUMPING SETTLING BASIN
MEASURE, TYPE I AND TYPE II).
APPLICABILITY:
BELOW SMALL, DISTURBED AREAS WHERE THE TOTAL DRAINAGE AREA (DISTURBED AND UNDISTURBED) IS LESS THAN 1 ACRE
IN SIZE.
ABOVE DISTURBED SLOPES TO DIRECT SURFACE WATER AWAY FROM ERODIBLE AREAS WHERE THE TOTAL DRAINAGE AREA
(DISTURBED AND UNDISTURBED) IS LESS THAN 1 ACRE IN SIZE.
WHERE PROTECTION AND EFFECTIVENESS ARE REQUIRED FOR LESS THAN 3 MONTHS.
WHERE SEDIMENTATION WILL REDUCE THE CAPACITY OF STORM DRAINAGE SYSTEMS OR ADVERSELY AFFECT ADJACENT
AREAS, WATERCOURSES, AND OTHER SENSITIVE AREAS.
NOT FOR USE IN DRAINAGEWAYS, EXCEPT IN SPECIAL CASES WHERE IT IS APPLIED WITH OTHER MEASURES (SEE GEOTEXTILE
SILT FENCE MEASURE).
NOT INTENDED FOR USE IN STREAMS.
AROUND MATERIAL STOCKPILES (SEE STOCKPILE MANAGEMENT MEASURE), FOR STORM DRAIN INLET PROTECTION (SEE INLET
PROTECTION MEASURE), AND FOR PUMPING SETTLING BASINS (SEE PUMPING SETTLING BASIN MEASURE).
REQUIREMENTS:
ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING CLEARING AND CONSTRUCTION IN
ACCORDANCE WITH THE APPROVED SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED.
AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS OR
OTHER OBJECTIONABLE MATERIAL.
ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER
RELATED PROBLEMS.
FILL MATERIAL SHALL BE FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS AND OTHER OBJECTIONABLE
MATERIALS.
FROZEN MATERIAL OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS.
FILL SHALL NOT BE PLACED ON A FROZEN FOUNDATION.
TOPSOILING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE REQUIREMENTS FOR TOPSOILING.
ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISHED GRADING.
REQUIREMENTS:
1. SITE INVESTIGATIONS SHALL BE MADE TO DETERMINE IF THERE IS A SUFFICIENT QUANTITY OF TOPSOIL OF GOOD QUALITY
ON THE SITE TO JUSTIFY STRIPPING. HIGH QUALITY TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT
LOAM, SANDY CLAY LOAM, CLAY LOAM). OTHER SOIL TYPES WITH HIGH ORGANIC CONTENT MAY BE FOUND SUITABLE AFTER
TESTING. IT SHALL BE FREE OF DEBRIS, TRASH, TUMPS, ROCKS, ROOTS AND NOXIOUS WEEDS. IT SHALL GIVE EVIDENCE OF
BEING ABLE TO SUPPORT HEALTHY VEGETATION. IT SHALL CONTAIN NO SUBSTANCE THAT IS POTENTIALLY TOXIC TO PLANT
GROWTH. ALL TOPSOIL SHALL BE TESTED BY A RECOGNIZED LABORATORY TO DETERMINE THE PROPER APPLICATION RATES
OF LIME AND FERTILIZER.
2. STRIPPING OF TOPSOIL SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. THE DEPTH OF REMOVAL MAY VERY
DEPENDING ON THE SITE CONDITIONS. ALL SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO BEGINNING STRIPPING
OPERATIONS.
3. TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL SURFACE WATER FLOW IS NOT OBSTRUCTED AND NO
OFF-SITE SEDIMENT DAMAGE SHALL RESULT.
4. SIDE SLOPES OF STOCKPILES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
5. A SEDIMENT BARRIER SHALL SURROUND ALL TOPSOIL STOCKPILES.
6. TEMPORARY SEEDING OF STOCKPILES SHALL BE COMPLETED WITHIN 15 DAYS OF THE FORMATION OF THE STOCKPILE, IN
ACCORDANCE WITH THE TEMPORARY VEGETATIVE COVER REQUIREMENTS.
7. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE
DRAWINGS.
8. WHERE THE PH OF THE SUBSOIL IS 6.0 OR LESS, GROUND AGRICULTURAL LIMESTONE SHALL BE SPREAD IN ACCORDANCE
WITH THE SOIL TEST OR THE VEGETATIVE ESTABLISHMENT PRACTICE BEING USED.
9. AFTER THE AREAS TO BE TOPSOILED HAVE BEEN BROUGHT TO GRADE, AND IMMEDIATELY PRIOR TO SPREADING THE
TOPSOIL, THE SUBGRADE SHALL BE LOOSENED BY DISCING OR SCARIFYING TO A DEPTH OF AT LEAST 2 INCHES TO ENSURE
BONDING OF THE TOPSOIL AND SUBSOIL.
10. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET,
OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING.
THE TOPSOIL SHALL BE UNIFORMLY DISTRIBUTED TO A MINIMUM COMPACTED DEPTH OF 6 INCHES. ANY IRREGULARITIES IN
THE SURFACE RESULTING FROM TOPSOILING OR OTHER OPERATIONS SHALL BE CORRECTED IN ORDER TO PREVENT THE
FORMATION OF DEPRESSIONS OR WATER POCKETS.
11. TOPSOIL SHOULD BE COMPACTED ENOUGH TO ENSURE GOOD CONTACT WITH THE UNDERLYING SOIL AND TO OBTAIN A
UNIFORM FIRM SEEDBED FOR THE ESTABLISHMENT OF A HIGH MAINTENANCE TURF. UNDUE COMPACTION IS TO BE AVOIDED
AS IT INCREASES RUNOFF VELOCITY AND VOLUME, AND PREVENTS SEED GERMINATION.
TOPSOILING
LAND GRADING
STOCKPILE MANAGEMENT
SURFACE ROUGHENING
DUST CONTROL
GEOTEXTILE SILT FENCE
STRAW BALE BARRIER
SHEET FLOW APPLICATIONS
BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH THE ENDS OF ADJACENT BALES TIGHTLY
ABUTTING ONE ANOTHER.
ALL BALES SHALL BE EITHER WIRE-BOUND OR STRING TIED. BALES SHALL BE INSTALLED SO THAT BINDINGS ARE ORIENTED
AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS OF THE BALES TO PREVENT DETERIORATION OF THE
BINDINGS.
A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH
OF 4 INCHES. AFTER THE BALES ARE STAKED AND CHINKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE
BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO 4
INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. BALES SHOULD BE PLACED 10 FEET AWAY FROM THE TOE OF SLOPES.
EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO STAKES OR REBARS DRIVEN THROUGH THE BALE. THE FIRST
STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. STAKES OR
REBARS SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES.
THE GAPS BETWEEN BALES SHALL BE CHINKED (FILLED BY WEDGING) STRAW BETWEEN THEM TO PREVENT WATER FROM
FLOWING BETWEEN THE BALES.
CHANNEL FLOW APPLICATIONS
BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ORIENTED PERPENDICULAR TO THE CONTOUR, WITH ENDS OF
ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER.
THE REMAINING STEPS FOR INSTALLING A BALE BARRIER FOR SHEET FLOW APPLICATIONS APPLY HERE, WITH THE FOLLOWING
ADDITION:
THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT THE BOTTOMS OF THE END BALES ARE HIGHER IN ELEVATION
THAN THE TOP OF THE LOWEST MIDDLE BALE TO ASSURE THAT SEDIMENT LADEN RUNOFF WILL FLOW EITHER THROUGH OR
OVER THE BARRIER BUT NOT AROUND IT.
MAINTENANCE
INSPECTION SHALL BE MADE AFTER EACH STORM EVENT AND PERIODICALLY DURING PROLONGED RAIN EVENTS AND REPAIR
OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
ACCUMULATED SEDIMENT BEHIND THE BALES SHALL BE REMOVED WHEN IT REACHES 1/2 OF THE ORIGINAL HEIGHT OF THE
BALES.
VEGETATIVE SOIL COVER
TEMPORARY SEEDING
SHORT TERM NON-LIVING SOIL PROTECTION
MULCH FOR SEED
WOOD CHIPS 4-6 TONS 185-275 LBS
SHREDDED BARK 50-75 CY 1-2 CY
CORN STALKS 4-6 TONS 185-275 LBS
WOOD FIBER 1000-2000 LBS 25-50 LBS
STRAW OR HAY 1 1/2 - 2 TONS 70-90 LBS
MULCHES PER ACRE PER 1000 SF
ORGANIC MULCHES
ORGANIC MULCHES MAY BE USED IN ANY AREA WHERE MULCH IS REQUIRED, SUBJECT TO THE RESTRICTIONS NOTED BELOW:
ORGANIC MULCH MATERIALS AND APPLICATION RATES
MATERIALS
SELECT MULCH MATERIALS BASED ON SITE CONDITIONS, AVAILABILITY OF MATERIALS AND LABOR AND EQUIPMENT. OTHER
MATERIALS MAY BE USED ONLY WITH THE PERMISSION OF THE APPROVING AUTHORITY.
APPLICATION
MULCH MATERIALS SHALL BE SPREAD UNIFORMLY, BY HAND OR MACHINE. WHEN SPREADING STRAW OR HAY MULCH BY
HAND, DIVIDE THE AREA TO BE MULCHED INTO APPROXIMATELY 1,000 SQUARE FOOT SECTIONS AND PLACE 70-90 POUNDS
(11/2 TO 2 BALES) OF STRAW OR HAY IN EACH SECTION TO ENSURE UNIFORM DISTRIBUTION.
ANCHORING
HAY OR STRAW MULCHES MUST BE ANCHORED IMMEDIATELY AFTER APPLICATION TO PREVENT WINDBLOWING. HAY OR
STRAW MULCH MAY BE ANCHORED BY TRACKING WITH CONSTRUCTION EQUIPMENT OR BY USING MULCH NETTING.
MAINTENANCE
ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAINSTORMS, TO CHECK FOR RILL EROSION. WHERE
EROSION IS OBSERVED, ADDITIONAL MULCH SHOULD BE APPLIED. NETS SHOULD BE INSPECTED AFTER RAINSTORMS FOR
DISLOCATION OR FAILURE. IF WASHOUTS OR BREAKAGE OCCUR, REINSTALL NET AS NECESSARY AFTER REPAIRING DAMAGE
TO THE SLOPE. INSPECTIONS SHOULD TAKE PLACE UNTIL GRASSES ARE FIRMLY ESTABLISHED. GRASSES SHALL NOT BE
CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED WHICH IS MATURE ENOUGH TO CONTROL SOIL EROSION
AND TO SURVIVE SEVERE WEATHER CONDITIONS. WHERE MULCH IS USED IN CONJUNCTION WITH ORNAMENTAL PLANTINGS,
INSPECT PERIODICALLY THROUGHOUT THE YEAR TO DETERMINE IF MULCH IS MAINTAINING COVERAGE OF THE SOIL SURFACE,
REPAIR AS NEEDED.
REFER TO DRAWINGS FOR SOIL TEXTURES AT THE SITE.
SOIL TEXTURE TONS/AC. LBS/1,000 SQUARE FEET
LOAMY SAND, SAND
SANDY LOAM, LOAM,
CLAY, CLAY LOAM, 3 135
AND HIGH ORGANIC SOIL
SILT LOAM
1
2
45
90
b.) SEEDBED PREPARATION
i.) APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS THOSE OFFERED BY THE
UNIVERSITY OF CONNECTICUT SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL
COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR
WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER
1,000 SQUARE FEET OF 10-10-10 OR EQUIVALENT. APPLY LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS
MAGNESIUM OXIDE) AS FOLLOWS:
c.) SEEDING
i.) ANNUAL RYE GRASS 40 LBS/ACRE, 1 LB/1,000 SF
ii.) WHERE THE SOIL HAS BEEN COMPACTED BY CONSTRUCTION OPERATIONS, LOOSEN SOIL TO A DEPTH OF 2 INCHES
BEFORE APPLYING FERTILIZER LIME AND SEED.
iii.) APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, CULTIPACKER TYPE SEEDER OR HYDROSEEDER.
HYDROSEEDINGS WHICH INCLUDE MULCH, MAY BE LEFT ON SOIL SURFACE. SEEDING RATES MUST BE INCREASED BY
10 PERCENT WHEN HYDROSEEDING.
iv.) SPRING SEEDINGS USUALLY GIVE THE BEST RESULTS, SPRING SEEDINGS OF ALL SEED LEGUMES IS RECOMMENDED.
HOWEVER, LATE SUMMER SEEDINGS PRIOR TO SEPTEMBER 1 CAN BE MADE. WHEN CROWN VETCH IS SEEDED IN LATE
SUMMER AT LEAST 35 PERCENT OF THE SEED SHOULD BE HARD SEED (UNSCARIFIED), THE RECOMMENDED SEEDING
DATES ARE:
MARCH 1 THROUGH JUNE 15 AUGUST 1 THROUGH OCTOBER 1
SEEDBED PREPARATION
i.) APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS SUCH AS THOSE OFFERED BY THE UNIVERSITY OF
CONNECTICUT SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE
EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS
CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET
USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE
NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS
MAGNESIUM OXIDE) AS FOLLOWS:
ii.) WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING
TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCING OPERATION SHOULD BE ON THE
GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR
SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE.
ii.) REMOVE FROM THE SURFACE ALL STONES ONE AND ONE-QUARTER INCHES OR LARGER IN ANY DIMENSION. REMOVE ALL
OTHER DEBRIS SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR OTHER UNSUITABLE
MATERIAL.
iv.) INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND
FIRMED AS ABOVE.
SEEDING DATES
i.) SPRING SEEDINGS USUALLY GIVE THE BEST RESULTS. SPRING SEEDINGS OF ALL SEED MIXES WITH LEGUMES IS
RECOMMENDED, HOWEVER LATE SUMMER SEEDINGS PRIOR TO SEPTEMBER 15 CAN BE MADE. WHEN CROWN VETCH IS
SEEDED IN LATE SUMMER AT LEAST 35 PERCENT OF THE SEED SHOULD BE HARD SEED (UNSCARIFIED). THE RECOMMENDED
SEEDING DATES ARE:
APRIL 15 THROUGH JUNE 15 AUGUST 15 THROUGH SEPTEMBER 15
WITH THE EXCEPTION OF CROWN VETCH, THE FINAL SEEDING DATE MAY BE EXTENDED 15 DAYS IN THE COASTAL TOWNS OF
NEW LONDON, MIDDLESEX, NEW HAVEN AND FAIRFIELD COUNTIES.
REQUIREMENTS:
i.) GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH
APPLICATION AND MULCH ANCHORING. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH THE REQUIREMENTS
FOR LAND GRADING.
ii.) INSTALL NEEDED EROSION CONTROL MEASURES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, SEDIMENT
BASINS AND GRASSED WATERWAYS.
REQUIREMENTS:
i.) GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH
APPLICATION AND MULCH ANCHORING. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH THE REQUIREMENTS
FOR LAND GRADING.
ii.) INSTALL NEEDED EROSION CONTROL MEASURES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, SEDIMENT
BASINS AND GRASSED WATERWAYS.
REFER TO DRAWINGS FOR SOIL TEXTURES AT THE SITE.
SOIL TEXTURE TONS/AC. LBS/1,000 SQUARE FEET
LOAMY SAND, SAND
SANDY LOAM, LOAM,
CLAY, CLAY LOAM, 4 180
AND HIGH ORGANIC SOIL
SILT LOAM
2
3
90
135
SEEDING
i.) UNLESS OTHERWISE SPECIFIED ON LANDSCAPE DRAWINGS IF INCLUDED IN THE DRAWING SET, THE SEED MIXTURE SHALL BE
AS FOLLOWS:
ii.) APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, CULTIPACKER TYPE SEEDER OR HYDROSEEDER. NORMAL
SEEDING DEPTH IS FROM 1/4 TO 1/2 INCH. HYDROSEEDINGS WHICH ARE MULCHED MAY BE LEFT ON SOIL SURFACE.
iii.) WHERE FEASIBLE, EXCEPT WHERE EITHER A CULTIPACKER TYPE SEEDER OR HYDROSEEDER IS USED, THE SEEDBED SHOULD
BE FIRMED FOLLOWING SEEDING OPERATIONS WITH A ROLLER, OR LIGHT DRAG. SEEDING OPERATIONS SHOULD BE ON THE
CONTOUR.
iv.) FROST CRACK SEEDING MUST BE DONE IN LATE WINTER OR EARLY SPRING. SUITABLE WEATHER CONDITIONS ARE
FREEZING NIGHTS AND THAWING DAYS WITH LITTLE OR NO SNOW COVER. SEEDING RATES MUST BE INCREASED 10
PERCENT WHEN USING THIS METHOD.
v.) HYDRAULIC APPLICATION (HYDROSEEDING), IS A SUITABLE METHOD FOR USE ON CRITICAL AREAS. WHEN HYDROSEEDING,
A SEEDBED IS PREPARED IN THE CONVENTIONAL WAY OR BY HAND RAKING TO LOOSEN AND SMOOTH THE SOIL AND TO
REMOVE SURFACE STONES LARGER THAN ONE AND ONE-QUARTER INCHES IN DIAMETER. SLOPES MUST BE NO STEEPER
THAN 2 TO 1 (2 FEET HORIZONTALLY TO ONE FOOT VERTICALLY). LIME AND FERTILIZER MAY BE APPLIED SIMULTANEOUSLY
WITH THE SEED. THE USE OF FIBER MULCH ON CRITICAL AREAS IS NOT RECOMMENDED (UNLESS IT IS USED TO HOLD
STRAW OR HAY). FIBER MULCH OES NOT PROVIDE ADEQUATE SEEDBED PROTECTION. BETTER PROTECTION IS GAINED BY
USING STRAW MULCH AND HOLDING IT WITH ADHESIVE MATERIALS OR 500 POUNDS PER ACRE OF WOOD FIBER MULCH.
SEEDING RATES MUST BE INCREASED BY 10 PERCENT WHEN HYDROSEEDING.
vi.) APPLY MULCH ACCORDING TO THE TEMPORARY MULCHING MEASURE.
vii.) IF SEEDING CANNOT BE DONE WITHIN THE SEEDING DATES, USE THE TEMPORARY MULCHING MEASURE TO PROTECT THE
SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD.
SEED MIXTURE LBS/AC. LBS/1,000 SQUARE FEET
PERENNIAL RYEGRASS
CREEPING RED FESCUE
KENTUCK BLUEGRASS 20
5
20
1.80
0.40
1.80
DEFINITION:
ESTABLISHMENT OF PERMANENT STAND OF GRASS AND/OR LEGUMES BY SEEDING AND MULCHING EXPOSED SOILS WITH A
SEED MIXTURE APPROPRIATE FOR LONG TERM STABILIZATION.
PURPOSE:
TO PERMANENTLY STABILIZE THE SOIL WITH A VEGETATIVE COVER THAT WILL PREVENT DAMAGE FROM WIND AND/OR WATER
EROSION AND SEDIMENTATION.
APPLICABILITY:
ON DISTURBED OR ERODIBLE SOILS THAT HAVE BEEN BROUGHT TO FINAL GRADE OR WHERE THE SUSPENSION OF WORK IS
EXPECTED TO EXCEED 1 YEAR, AND
WHERE SLOPE GRADIENTS ARE NO STEEPER THAN 2:1. FOR SLOPES STEEPER THAN 2:1, USE SLOPE STABILIZATION MEASURES
FROM THE STABILIZATION STRUCTURES FUNCTIONAL GROUP.
PERMANENT SEEDING
SEDIMENT IMPOUNDMENTS, BARRIERS, AND FILTERS
NARRATIVE AND NOTES
ISSUED FOR PERMITTING
DATE: 11-7-25
CONGREGATION BETH-EL
SYNAGOGUE
12-5-25
STAFF REVIEW COMMENTS
1

S 43°-09'-52" E 184.33'
S 19°-28'-26" E 444.89'
N 75°-00'-14" E 130.00'
N 20°-21'-38" W 580.87'
S 82°-59'-24" W 197.38'
To Vauxhall Street
To Dayton Road
WF 9
6
5
4
3
B
C
D
E
F
G
A
1
2
H
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut 06443-0708
P.O. Box 708
Summer Hill
C-101
MJO
LJM
1"=40'
11-1-25
23-20
-
EXISTING CONDITIONS PLAN
REVISIONS:
TITLE:
PREPARED BY:
SEAL:
SHEET NO.:
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
PROJECT:
GRAPHIC SCALE
(IN FEET)
40
0
40
80
120
20
30
10
KENYON ROAD
N/F
TOWN OF WATERFORD
84-8659
N/F
ANDREA J. PAGE
92-3712
N/F
STEVEN P. DAVID
64-8669
N/F
KEITH T. STEAMER
92-3716
DRAWING PHASE:
PERMIT DRAWINGS
33 KENYON ROAD
CONGREGATION BETH-EL, INC.
OF
LAND
WATERFORD, CONNECTICUT
1. PROPERTY BOUNDARY, STREET LINE, INLAND WETLAND BOUNDARY, A
PLANIMETRIC AND TOPOGRAPHIC INFORMATION DEPICTED HEREIN HA
REPRODUCED FROM THE FOLLOWING MAP:
"PROPERTY SURVEY PROPERTY BELONGING TO: CONGREGATION BETH
33 KENYON ROAD WATERFORD, CONNECTICUT ZONE: R-20", SHEET 1 O
5-27-23, SCALE: 1"=40', PREPARED BY: BRIAN D. FLOREK, L.S.
2. THE INLAND WETLAND BOUNDARY DEPICTED HEREIN WAS DELINEATE
JAMES S. SIPPERLY, REGISTERED SOIL SCIENTIST.
3. THE PROJECT COORDINATE SYSTEM IS REFERENCED TO THE BEARING
OF THE REFERENCE MAP NOTED.
4. ELEVATIONS ARE REFERENCED TO AN ASSUMED VERTICAL DATUM.
5. THE PARCEL IS DEPICTED ON ASSESSORS MAP 92 AS LOT 3715.
6. PARCEL AREA = 112,209± SF = 2.58± AC.
7. THE PARCEL IS LOCATED WITHIN A MEDIUM DENSITY RESIDENTIAL R-2
DISTRICT.
8. THE PARCEL IS LOCATED WITHIN FLOOD ZONE X. REFERENCE: FEMA
FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP NEW LON
COUNTY CONNECTICUT, PANEL 344 OF 554, MAP NUMBER 09011C0344
EFFECTIVE DATE: JULY 18, 2011.
9. SOIL TYPES AND/OR SOIL TYPE BOUNDARIES DEPICTED OR NOTED HE
BEEN REPRODUCED FROM NATIONAL COOPERATIVE SOIL SURVEY DAT
THE STATE OF CONNECTICUT, U.S. DEPARTMENT OF AGRICULTURE, NA
RESOURCES CONSERVATION SERVICE.
NOTES:
ISSUED FOR PERMITTING
DATE: 11-7-25
CONGREGATION BETH-EL
SYNAGOGUE
12-5-25
STAFF REVIEW COMMENTS
1
DATE
JAMES SIPPERLY, CSS, PWS
I HAVE REVIEWED THE THE INLAND WETLAND BOUNDARY DEPICTED
HEREON AND AM OF THE BELIEF THAT IT REPRESENTS THE INLAND
WETLAND BOUNDARY DELINEATED BY ME IN THE FIELD

S 43°-09'-52" E 184.33'
S 19°-28'-26" E 444.89'
N 75°-00'-14" E 130.00'
N 20°-21'-38" W 580.87'
S 82°-59'-24" W 197.38'
WF 9
14
3
8
F.F. EL. 142.42
8
+
+141.3
+
+
+
+
7
+ 140.5
140.5
+
142.0
141.5
142.2
141.4
142.4
+
143.3
+
142.9
+
142.1
+
141.9
+
140.5
10
+142.7
+
143.6
W
SAN.
142
144
142
140
138
142
6
5
4
3
B
C
D
E
F
G
A
1
2
H
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut 06443-0708
P.O. Box 708
Summer Hill
C-201
MJO
LJM
1"=40'
11-1-25
23-20
-
GENERAL PLAN
REVISIONS:
TITLE:
PREPARED BY:
SEAL:
SHEET NO.:
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
PROJECT:
GRAPHIC SCALE
(IN FEET)
40
0
40
80
120
20
30
10
UPON COMPLETION OF THE FORMATION OF THE STORMWATER
INFILTRATION BASIN BOTTOM SUBGRADE:
INSTALL A TEMPORARY DIVERSION BERM TO DIRECT SURFACE
AROUND THE BASIN AND PREVENT SURFACE WATER FROM ENT
BASIN.
INSTALL A TEMPORARY SEDIMENT CONTROL BARRIER ON THE
UPGRADIENT SIDE OF THE BASIN.
THE TEMPORARY DIVERSION BERM AND SEDIMENT CONTROL B
SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS ON THE
BEEN STABILIZED.
NOTE:
DRAWING PHASE:
PERMIT DRAWINGS
33 KENYON ROAD
CONGREGATION BETH-EL, INC.
OF
LAND
WATERFORD, CONNECTICUT
N/F
TOWN OF WATERFORD
84-8659
N/F
ANDREA J. PAGE
92-3712
N/F
STEVEN P. DAVID
64-8669
N/F
KEITH T. STEAMER
92-3716
KENYON ROAD
GEOTEXTILE SILT FENCE SEDIMENT CONTROL BARRIER, TYP.
SEE DETAIL SHEET C-304
GSF
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL SHEET C-304
CE
STORMWATER INFILTRATION BASIN
TOP BERM EL. 140.0
BOTTOM EL. 138.5
SEE TYPICAL SECTION SHEET C-301
PARKING AREA LIGHTING, TYP. 7 PLACES
STOP SIGN R1 (31-0552)
BITUMINOUS CONCRETE DRIVEWAY APRON
SEE DETAIL SHEET C-302
PERMANENT INLAND WETLAND IMPACT AREA
470 SF
ABANDON WELL
OVERFLOW PARKING AREA
SEE DETAIL SHEET C-302
TYPE "C" CATCH BASIN
T.F. 141.65
INV. 6" PVC 139.69
INV. 12" CPEP 139.19
SUMP BOTTOM 135.2
TYPE "C" CATCH BASIN
T.F. 141.40
INV. 12" CPEP 139.29
SUMP BOTTOM 135.3
INTEGRAL CONCRETE SIDEWALK AND CURB
SEE DETAIL SHEET C-303
TIMBER POST AND RAIL FENCE
WASTE AND RECYCLING RECEPTACLE CONCRETE PAD
SEE DETAIL SHEET C-303
12" METAL CULVERT END
INV. 138.50
12" STOP LINE COLOR - WHITE
TYPE "C-L" CATCH BASIN
T.F. 140.48
INV. 12" CPEP 138.58
SUMP 134.6
PRECAST CONCRETE WHEEL STOP, TYP. 8 PLACES
SEE DETAIL SHEET
C-303
CONCRETE SIDEWALK
SEE DETAIL SHEET C-302
LIMIT OF DISTURBANCE AND NON-ENCROACHMENT BOUNDARY, TYP.
TIMBER POST AND RAIL FENCE
ISSUED FOR PERMITTING
DATE: 11-7-25
CONGREGATION BETH-EL
SYNAGOGUE
SEDIMENTATION CONTROL AT DRAINAGE STRUCTURE, TYP.
SEE DETAIL SHEET C-304
SC
LIMIT OF DISTURBANCE AND NON-ENCROACHMENT BOUNDARY, TYP.
12-5-25
STAFF REVIEW COMMENTS
1
TEMPORARY SOIL STOCKPILE AREA
STORMWATER INFILTRATION BASIN SPILLWAY
SEE SPILLWAY SECTION SHEET C-301
1 1/2" CRUSHED STONE BERM
TOP BERM EL. 139.5

S 43°-09'-52" E 184.33'
S 19°-28'-26" E 444.89'
N 75°-00'-14" E 130.00'
N 20°-21'-38" W 580.87'
S 82°-59'-24" W 197.38'
90'
14
54'
R=100'
126'
R=15'
24'
24'
24'
3
8
F.F. EL. 142.42
8
7
10
R=75'
R=15'
10'
18'
8' 8' 8'
10'
72'
72'
10'
10'
24'
R=15'
R=15'
R=4.5'
6
5
4
3
B
C
D
E
F
G
A
1
2
H
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut 06443-0708
P.O. Box 708
Summer Hill
C-202
MJO
LJM
1"=40'
11-1-25
23-20
-
SITE LAYOUT PLAN
REVISIONS:
TITLE:
PREPARED BY:
SEAL:
SHEET NO.:
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
PROJECT:
GRAPHIC SCALE
(IN FEET)
40
0
40
80
120
20
30
10
KENYON ROAD
1. ALL DIMENSIONS ARE TO FACE OF CURBING OR EDGE OF PAVEM
2. PAVEMENT CURVE RADII NOT DIMENSIONED OR SHOWN IN THE D
DETAILS ARE FIVE (5) FEET.
3. SEE SHEET C-303 DETAILS FOR PARKING STALL DIMENSIONS.
4. PARKING BAY STALL NUMBER TOTALS ARE IDENTIFIED THUS:
10
DRAWING PHASE:
PERMIT DRAWINGS
33 KENYON ROAD
CONGREGATION BETH-EL, INC.
OF
LAND
WATERFORD, CONNECTICUT
NOTES:
N/F
TOWN OF WATERFORD
84-8659
N/F
ANDREA J. PAGE
92-3712
N/F
STEVEN P. DAVID
64-8669
N/F
KEITH T. STEAMER
92-3716
ISSUED FOR PERMITTING
DATE: 11-7-25
CONGREGATION BETH-EL
SYNAGOGUE
12-5-25
STAFF REVIEW COMMENTS
1

TYPICAL STORMWATER INFILTRATION BASIN SECTION
6
5
4
3
B
C
D
E
F
G
A
1
2
H
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut 06443-0708
P.O. Box 708
Summer Hill
C-301
MJO
LJM
AS NOTED
11-1-25
23-20
-
DETAILS
REVISIONS:
TITLE:
PREPARED BY:
SEAL:
SHEET NO.:
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
PROJECT:
1/4"=1'-0"
DRAWING PHASE:
PERMIT DRAWINGS
33 KENYON ROAD
CONGREGATION BETH-EL, INC.
OF
LAND
WATERFORD, CONNECTICUT
SECTION B-B
SECTION A-A
PRECAST CONCRETE TYPE "C" AND TYPE "C-L" CATCH BASIN
NOT TO SCALE
3'-0"
4'-4"
6"
1'-6"
1'-8" TO 2'-2"
VARIES
VARIES
6"
SUMP
2'-9" ±1"
VARIES
VARIES
5'-4"
RISER
RISER REDUCER
SQUARE OPENING
FOR PIPE
PLAN
4'-4"
5'-4"
GUTTER LINE
B
B
A
A
NOTES:
1. WELDED WIRE FABRIC WITH AN AREA EQUAL TO OR
GREATER THAN THE REINFORCING SHOWN MAY BE
SUBSTITUTED AS APPROVED BY THE ENGINEER.
2 ALL REINFORCEMENT SHALL HAVE A MINIMUM CLEAR
COVER OF 2 INCHES EXCEPT FOR BENEATH BOTTOM
REINFORCEMNT IN TOP SLABS, WHERE THE MINIMUM MAY
BE 1-1/2 INCHES.
3. WALL THICKNESS OF ALL CATCH BASINS OVER 10 FEET
DEEP SHALL BE INCREASED TO 12 INCHES. INSIDE
DIMENSIONS SHALL REMAIN THE SAME. THE 12 INCH
THICKNESS SHALL START AFTER THE FIRST 10 FEET.
4. BASES AND RISERS AT A DEPTH OF 20 FEET AND GREATER
SHALL BE DESIGNED BY THE CONTRACTOR AND
WORKING DRAWINGS SHALL BE SUBMITTED TO THE
ENGINEER FOR REVIEW.
5. RISERS MAY BE PREFABRICATED WITH PIPE OPENINGS IN
ALL FOUR WALLS. ADEQUATE REINFORCEING AROUND
PIPE OPENINGS SHALL BE PROVIDED. RISERS USED
WHERE A PIPE OPENING IS TO REMAIN IN PLACE MUST BE
FORMED UP WITH BLOCK AS DIRECTED BY THE ENGINEER.
6. RISERS SHALL NEVER HAVE CORNER PIPE ENTRIES.
ROUND STRUCTURES SHALL BE USED WHEN PIPES
CANNOT ALIGN WITH A RECTANGULAR STRUCTURE
KNOCKOUT.
7. SHRINKAGE AND TEMPERATURE REINFORCEMENT SHALL
BE PROVIDED IN THE TOPS OF SLABS. THE TOTAL AREA
OF REINFORCEMENT PROVIDED SHALL BE AT LEAST 0.125
SQUARE INCHES PER FOOT IN EACH DIRECTION. THE
MAXIMUM SPACING OF THE REINFORCEMENT SHALL NOT
EXCEED 18 INCHES.
8. THE EXTERIOR SURFACES OF ALL PRECAST CONCRETE
SECTIONS SHALL BE COATED WITH A BITUMINOUS
WATERPROOFING COMPOUND.
MORTAR JOINTS ABOVE
TOP OF PIPE, TYP.
BUTYL RUBBER JOINTS
BELOW PIPE, TYP.
4'-0" MIN.
SUMP
SPACER 2" MIN. TO 6" MAX.
SHALL BE CONCRETE MASONRY
UNIT OR PRECAST
4" MIN. TOP AND BOTTOM
6'-0" FOR GREATER THAN 10