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Board/Commission	Conservation Commission
Meeting Date	October 26, 2023
Pages	9
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SHEET No.: C0.1
No.
JULY 2023
TITLE SHEET
C0.1
GENERAL NOTES, ABBREVIATIONS, AND LEGEND
EROSION AND SEDIMENT CONTROL NOTES
WATERFORD, CONNECTICUT
C0.2
OWNER
APPLICANT
PREPARED FOR:
CONGREGATION BETH-EL, INC.
DETAILS
33 KENYON ROAD
500
2000
1000
0
1000
(IN FEET)
SCALE: 1"=1000'
LOCATION PLAN
SHEET No.
TITLE
SCHEDULE OF DRAWINGS
No.
PERMIT DRAWINGS
MUNICIPAL LAND USE COMMISSION SUBMISSION
CONGREGATION BETH-EL
C3.2
DETAILS
C3.1
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.
P.O. BOX 1310
NEW LONDON, CONNECTICUT 06320
TELEPHONE: 860-501-3150
85
95
STANDARD
REQUIRED
EXISTING
ZONING STANDARDS SCHEDULE
PROVIDED
MEDIUM DENISTY RESIDENTIAL DISTRICT (R-20) STANDARDS
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 COVERAGE 25%
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
42 SPACES (INCLUDES 3 RESERVED SPACES)
DATE
CHAIRMAN
APPROVED BY THE TOWN OF WATERFORD PLANNING AND ZONING COMMISSION
EXPIRATION DATE PER SECTION 8-3(i) OF THE CONNECTICUT GENERAL STATUTES
SITE LOCATION
DETAILS
C3.3
GENERAL PLAN
C2.1
SITE LAYOUT PLAN
C2.2
EXISTING CONDITIONS PLAN
C1.1
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
358.7 FT
38.8 FT
102.9 FT
3.6%
30 FT
C0.3
8-28-23TOWN STAFF REVIEW COMMENTS
1
REVISED:
9-15-23TOWN STAFF REVIEW COMMENTS
2
CONGREGATION BETH-EL, INC.
P.O. BOX 1310
NEW LONDON, CONNECTICUT 06320
TELEPHONE: 860-501-3150
30 ADDITIONAL RESERVE PARKING SPACES PROVIDED

33 KENYON ROAD
CONGREGATION BETH-EL, INC.
OF
LAND
WATERFORD, CONNECTICUT
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
C0.3
MJO
LJM
NONE
7-1-23
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 "2002 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.
MULLEN BURST STRENGTH
ELONGATION @ FAILURE
FILTERING EFFICIENCY
PHYSICAL PROPERTY REQUIREMENTS
GRAB TENSILE STRENGTH
PUNCTURE STRENGTH
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
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.
2. VEGETATIVE SOIL COVER
a.) TEMPORARY SEEDING INSTALLATION 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.
d.) PERMANENT SEEDING INSTALLATION 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, 3 135
AND HIGH ORGANIC SOIL
SILT LOAM
1
2
45
90
CHANNEL FLOW APPLICATIONS
INSTALLATION REQUIREMENTS
i.) BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ORIENTED PERPENDICULAR TO THE CONTOUR, WITH ENDS OF
ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER.
ii.) THE REMAINING STEPS FOR INSTALLING A BALE BARRIER FOR SHEET FLOW APPLICATIONS APPLY HERE, WITH THE
FOLLOWING ADDITION:
iii.) 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
i.) INSPECTION SHALL BE MADE AFTER EACH STORM EVENT AND PERIODICALLY DURING PROLONGED RAIN EVENTS AND
REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
ii.) ACCUMULATED SEDIMENT BEHIND THE BALES SHALL BE REMOVED WHEN IT REACHES 1/2 OF THE ORIGINAL HEIGHT OF THE
BALES.
GEOTEXTILE SILT FENCE
MATERIALS
i.) GEOTEXTILE
GEOTEXTILE SHALL BE A PERVIOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHYLENE FILAMENTS AND SHALL BE
CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS:
i.) STAKES FOR SEDIMENTATION CONTROL FENCES SHALL BE EITHER 1" X 2" WOOD OR 0.5 POUND (MINIMUM) PER LINEAL FOOT
STEEL WITH A MINIMUM LENGTH OF 5 FEET STEEL POSTS SHALL HAVE PROJECTIONS FOR FASTENING WIRE TO THEM.
iii.) WIRE FENCE REINFORCEMENT FOR SEDIMENTATION CONTROL FENCES USING STANDARD STRENGTH MATERIAL SHALL BE A
MINIMUM OF 42 INCHES IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHALL HAVE A MAXIMUM MESH SPACING OF 6 INCHES.
INSTALLATION REQUIREMENTS
b.) LAND GRADING
i.) 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.
ii.) AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS
OR OTHER OBJECTIONABLE MATERIAL.
iii.) ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER
RELATED PROBLEMS.
iv.) FILL MATERIAL SHALL BE FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS AND OTHER
OBJECTIONABLE MATERIALS.
v.) FROZEN MATERIAL OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS.
vi.) FILL SHALL NOT BE PLACED ON A FROZEN FOUNDATION.
vii.) TOPSOILING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE REQUIREMENTS FOR TOPSOILING.
viii.) ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISHED GRADING.
c.) TOPSOILING
MATERIALS
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.
INSTALLATION REQUIREMENTS
i.) 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.
ii.) TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL SURFACE WATER FLOW IS NOT OBSTRUCTED AND NO
OFF-SITE SEDIMENT DAMAGE SHALL RESULT.
iii.) SIDE SLOPES OF STOCKPILES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
iv.) A SEDIMENT BARRIER SHALL SURROUND ALL TOPSOIL STOCKPILES.
v.) TEMPORARY SEEDING OF STOCKPILES SHALL BE COMPLETED WITHIN 15 DAYS OF THE FORMATION OF THE STOCKPILE, IN
ACCORDANCE WITH THE TEMPORARY VEGETATIVE COVER REQUIREMENTS.
vi.) PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE
DRAWINGS.
vii.) 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.
viii.) 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.
ix.) 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.
x.) 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.
MATERIALS
i.) 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
i.) 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
i.) 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
i.) 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.
e.) DUST CONTROL
INSTALLATION REQUIREMENTS
WATER
i.) THE EXPOSED SOIL SURFACE SHOULD BE MOISTENED PERIODICALLY WITH ADEQUATE QUANTITIES OF WATER TO CONTROL
DUST.
STONE
i.) COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. IN AREAS ADJACENT TO WATERWAYS USE CHEMICALLY
STABLE AGGREGATE.
MAINTENANCE
ii.) WHEN TEMPORARY DUST CONTROL MEASURES ARE USED, REPETITIVE TREATMENT SHALL BE APPLIED AS NEEDED TO
ACCOMPLISH CONTROL.
d.) TEMPORARY MULCHING
INSTALLATION REQUIREMENTS
ORGANIC MULCHES
i.) ORGANIC MULCHES MAY BE USED IN ANY AREA WHERE MULCH IS REQUIRED, SUBJECT TO THE RESTRICTIONS NOTED
BELOW:
ORGANIC MULCH MATERIALS AND APPLICATION RATES
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.
MAINTENANCE
i.) LIME ACCORDING TO A SOIL TEST OR AT A MINIMUM OF EVERY FIVE YEARS USING A RATE OF TWO TONS PER ACRE (100
POUNDS PER 1,000 SQUARE FEET).
ii.) WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL TEST OR BROADCAST BIENNIALLY, 300 POUNDS OR
10-10-10 OR EQUIVALENT PER ACRE (7.5 POUNDS PER 1,000 SQUARE FEET).
iii.) WHERE LEGUMES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL TEST OR BROADCAST EVERY THREE YEARS 300 POUNDS
OF 0-20-20 PER ACRE OR EQUIVALENT (7.5 POUNDS PER 1,000 SQUARE FEET).
3. NONSTRUCTURAL MEASURES
a.) SEDIMENT IMPOUNDMENTS, BARRIERS AND FILTERS STRAW BALES SHEET FLOW APPLICATIONS INSTALLATION
REQUIREMENTS
i.) BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH THE ENDS OF ADJACENT BALES
TIGHTLY ABUTTING ONE ANOTHER.
ii.) 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.
iii.) 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.
iv.) 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.
v.) THE GAPS BETWEEN BALES SHALL BE CHINKED (FILLED BY WEDGING) STRAW BETWEEN THEM TO PREVENT WATER FROM
FLOWING BETWEEN THE BALES.
SEED MIXTURE LBS/AC. LBS/1,000 SQUARE FEET
PERENNIAL RYEGRASS
CREEPING RED FESCUE
KENTUCK BLUEGRASS 20
5
20
0.45
1.0
0.45
1. NARRATIVE AND NOTES
A. PROJECT NARRATIVE
THE PROJECT CONSISTS OF THE CONSTRUCTION OF A 3,760 SQUARE FOOT SYNAGOGUE BUILDING AND A 180 SQUARE FOOT
STORAGE BUILDING, AND ASSOCIATED DRIVEWAY, PARKING AREA, SIDEWALK, STORMWATER INFILTRATION AREA, BUILDING
UTILITY SERVICES, EXTERIOR LIGHTING, 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, LIGHTING,
SIDEWALK, DRIVEWAY AND PARKING AREA, SIGNAGE, AND LANDSCAPE AND TURF ESTABLISHMENT CONSTRUCTION.
THE TOTAL AREA OF LAND DISTURBANCE ASSOCIATED WITH THE COMPLETE PROJECT CONSTRUCTION ACTIVITIES IS
APPROXIMATELY 1.5 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.
APPARENT OPENING SIZE
FLOW RATE
PERMATIVITY
ULTRAVIOLET RADIATION STABILITY %
250 PSI
15%
75% (MIN.)
100 LBS
50 LBS
NO GREATER THAN 0.90 MM AND NO LESS THAN 0.60 MM
0.2 GAL/SF (MIN.)
0.05 SEC-1(MIN.)
70% AFTER 500 HOURS EXPOSURE (MIN.)
i.) TRENCH EXCAVATION: EXCAVATE A TRENCH A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE ON THE UP SLOPE SIDE OF
THE FENCE LOCATION. FOR SLOPE AND SWALE INSTALLATIONS, EXTEND THE ENDS OF THE TRENCH SUFFICIENTLY UP SLOPE
SUCH THAT BOTTOM END OF THE FENCE WILL BE HIGHER THAN THE TOP OF THE LOWEST PORTION OF THE FENCE.
WHEN THE FENCE IS NOT TO BE INSTALLED ON THE CONTOUR, EXCAVATE WING TRENCHES SPACED AT THE INTERVALS
GIVEN IN FIGURE GSF -2.
WHEN TRENCH EXCAVATION IS OBSTRUCTED BY AN OCCASIONAL STONE OR TREE ROOT, PROVIDE A SMOOTH TRANSITION
BETWEEN THE TRENCH BOTTOM AND THE OBSTRUCTION.
ii.) SUPPORT POSTS: DRIVE SUPPORT POSTS ON THE DOWN SLOPE SIDE OF THE TRENCH TO A DEPTH OF AT LEAST 12 INCHES
INTO ORIGINAL GROUND.
NEVER INSTALL SUPPORT POSTS MORE THAN 10 FEET APART.
INSTALL SUPPORT POSTS CLOSER THAN 10 FEET APART WHEN CONCENTRATED FLOWS ARE ANTICIPATED OR WHEN STEEP
CONTRIBUTING SLOPES AND SOIL CONDITIONS ARE EXPECTED TO GENERATE LARGER VOLUMES OF SEDIMENT.
FOR CATCH BASINS IN HOLLOWS, DRIVE POSTS AT EACH CORNER OF THE CATCH BASIN.
WHENEVER THE GEOTEXTILE FILTER FABRIC THAT IS USED EXCEEDS THE MINIMUM MATERIAL SPECIFICATIONS CONTAINED IN
THIS MEASURE, THE SPACING OF THE STAKES SHALL BE PER MANUFACTURER’S RECOMMENDATIONS.
iii.) GEOTEXTILE FILTER FABRIC: STAPLE OR SECURE THE GEOTEXTILE TO THE SUPPORT POSTS PER MANUFACTURER’S
INSTRUCTION SUCH THAT AT LEAST 6 INCHES OF GEOTEXTILE LIES WITHIN THE TRENCH, THE HEIGHT OF THE FENCE DOES
NOT EXCEED 30 INCHES AND THE GEOTEXTILE IS TAUT BETWEEN THE POSTS.
WHEN THE TRENCH IS OBSTRUCTED BY STONES, TREE ROOTS, ETC. ALLOW THE GEOTEXTILE TO LAY OVER THE
OBSTRUCTION SUCH THAT THE BOTTOM OF THE GEOTEXTILE POINTS UP SLOPE.
IN THE ABSENCE OF MANUFACTURER’S INSTRUCTIONS, SPACE WIRE STAPLES ON WOODEN STAKES AT A MAXIMUM OF 4
INCHES APART AND ALTERNATE THEIR POSITION FROM PARALLEL TO THE AXIS OF THE STAKE TO PERPENDICULAR.
DO NOT STAPLE THE GEOTEXTILE TO LIVING TREES.
PROVIDE REINFORCEMENT FOR THE FENCE WHEN IT CAN BE EXPOSED TO HIGH WINDS.
WHEN JOINTS IN THE GEOTEXTILE FABRIC ARE NECESSARY, SPLICE TOGETHER ONLY AT A SUPPORT POSTS, AND SECURELY
SEAL (SEE MANUFACTURER’S RECOMMENDATIONS).
iv.) BACKFILL & COMPACTION: BACKFILL THE TRENCH WITH TAMPED SOIL OR AGGREGATE OVER THE GEOTEXTILE.
WHEN THE TRENCH IS OBSTRUCTED BY A STONE, TREE ROOT, ETC. MAKE SURE THE BOTTOM OF THE GEOTEXTILE LIES
HORIZONTAL ON THE GROUND WITH THE RESULTING FLAP ON THE UP SLOPE SIDE OF THE GEOTEXTILE AND BURY THE
FLAP 6 INCHES OF TAMPED SOIL, OR AGGREGATE.
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 NOTES
TO BE DETERMINED
CONGREGATION BETH-EL
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
8-28-23
TOWN STAFF REVIEW COMMENTS
1
9-15-23
TOWN STAFF REVIEW COMMENTS
2

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'
20'
Setback
20'
Setback
50'
Setback
50'
Setback
To Vauxhall Street
To Dayton Road
50" Oak
52" Buttonball
40" Maple
36" Maple
18" Oak
46" Ash
36" Ash
15" Cherry
22" Apple
24" Maple
8" Ash
12"
8" PVC San.
8" PVC San.
San. MH
T.F. 144.58
Type "C" Catch Basin
T.F. 146.24
Type "C" Catch Basin
T.F. 146.45
12" DI W
12" DI W
WF 11
WF 12
WF 13
WF 14
WF 15
WF 16
WF 17
WF 18
WF 19
WF 29
WF 28
WF 27
WF 26
WF 25
WF 24
WF 23
WF 21
WF 20
WF 30
WF 32
WF 31
WF 33
WF 34
WF 35
WF 36
WF 37
WF 38
WF 39
WF 1 WF 2
WF 3
WF 4
WF 6
WF 7
WF 8
WF 9
WF10
WF 5
C.L.&P.
6676
46" Pine
15" Cedar
18" Cedar
36" Pine
18" Spruce
12" Spruce
WV
140
142
142
138
136
136
146
144
142
138
140
148
148
146
144
142
136
136
WF 22
142
Bit.
Bituminous Concrete Sidewalk
Bit.
Bit.
x 138.4
x 139.3
x 141.1
x 138.7
x 140.9
x 138.8
x 139.7
x 138.9
x 139.4
x 139.2
x 141.2
x 140.6
x 142.5
x 143.3
x 139.0
x 140.8
x 139.6
x 138.9
x 139.2
x 141.2
x 141.2
x 138.8
#27
#35
#39
144
140
C.L.&P.
7615
33 KENYON ROAD
CONGREGATION BETH-EL, INC.
OF
LAND
WATERFORD, CONNECTICUT
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
C1.1
MJO
LJM
1"=40'
7-1-23
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
CONGREGATION BETH-EL
8-28-23
TOWN STAFF REVIEW COMMENTS
1
9-15-23
TOWN STAFF REVIEW COMMENTS
2

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'
100' Inland Wetland Upland Review Area
50" Oak
52" Buttonball
40" Maple
36" Maple
18" Oak
46" Ash
36" Ash
15" Cherry
22" Apple
24" Maple
8" Ash
12"
8" PVC San.
8" PVC San.
San. MH
T.F. 144.58
Type "C" Catch Basin
T.F. 146.24
Type "C" Catch Basin
T.F. 146.45
12" DI W
12" DI W
WF 11
WF 12
WF 13
WF 14
WF 15
WF 16
WF 17
WF 18
WF 19
WF 29
WF 28
WF 27
WF 26
WF 25
WF 24
WF 23
WF 21
WF 20
WF 30
WF 32
WF 31
WF 33
WF 34
WF 35
WF 36
WF 37
WF 38
WF 39
WF 1 WF 2
WF 3
WF 4
WF 6
WF 7
WF 8
WF 9
WF10
WF 5
C.L.&P.
6676
46" Pine
15" Cedar
18" Cedar
36" Pine
18" Spruce
12" Spruce
WV
140.3
+
+
139.7
140
142
142
138
136
136
146
144
142
138
140
148
148
146
144
142
136
136
WF 22
142
141
Bit.
Bituminous Concrete Sidewalk
141.0
+142.2
+
142
140
142
143
x 138.4
x 139.3
x 141.1
x 138.7
x 140.9
x 138.8
x 139.7
x 138.9
x 139.4
x 139.2
x 141.2
x 140.6
x 142.5
x 143.3
x 139.0
x 140.8
x 139.6
x 138.9
x 139.2
x 141.2
x 141.2
x 138.8
#27
#35
#39
F.F. EL. 142.50
142
140
138
144
140
C.L.&P.
7615
138
FM
C/E
WFP
FM
C/E
WFP
139
141
33 KENYON ROAD
CONGREGATION BETH-EL, INC.
OF
LAND
WATERFORD, CONNECTICUT
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
C2.1
MJO
LJM
1"=40'
7-1-23
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
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
CONGREGATION BETH-EL
GEOTEXTILE SILT FENCE SEDIMENT CONTROL BARRIER AND LIMIT OF DISTURBANCE, TYP.
SEE DETAIL SHEET C3.3
GSF
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL SHEET C3.3
CE
STORMWATER INFILTRATION AREA
BOTTOM EL. 139.0
TOP BERM EL. 139.5
SEE NOTES 3 AND 4 THIS SHEET
SEE TYPICAL SECTION SHEET C3.2
PARKING AREA LIGHTING, TYP. 3 PLACES
SEE SHEET EP-1
CONCRETE SIDEWALK
SEE DETAIL SHEET C3.2
RESERVED PARKING AREA SIGN, TYP. 3 PLACES
SEE DETAIL SHEET C3.2
BITUMINOUS CONCRETE CURBING
SEE DETAIL SHEET C3.2
LIGHT BOLLARD, TYP. 9 PLACES
SEE SHEET EP-1
SANITARY FORCE MAIN CONNECTION MANHOLE
SEE DETAIL SHEET C3.1
WASTE AND RECYCLING RECEPTACLE AREA CONCRETE PAD
SEE DETAIL SHEET C3.2
8-28-23
TOWN STAFF REVIEW COMMENTS
1
BITUMINOUS CONCRETE DRIVEWAY APRON
SEE DETAIL SHEET C3.1
PERMANENT INLAND WETLAND IMPACT AREA
450 SF
0.01 AC.
RESERVE PARKING AREA
SEE DETAIL SHEET C3.1
1. SEE SHEETS SU-1 AND SU-2 FOR BUILDING UTILITY SERVICES
INFORMATION.
2. SEE SHEET SP.1 FOR LANDSCAPE INFORMATION.
3. PRIOR TO THE START OF WORK, A MINIMUM OF TWO FIELD
PERMEABILITY TESTS SHALL BE CONDUCTED WITHIN THE STOR
INFILTRATION AREA AT THE BOTTOM SUBGRADE ELEVATION TO
DETERMINE INFILTRATION RATES OF THE NATURAL SOILS. THE
ENGINEER SHALL SUBMIT DETAILS OF SOIL MODIFICATIONS TO
MADE IF REQUIRED TO ACHIEVE SUITABLE INFILTRATION RATE
TOWN OF WATERFORD.
4. UPON COMPLETION OF THE FORMATION OF THE STORMWATE
INFILTRATION AREA BOTTOM SUBGRADE:
INSTALL A TEMPORARY DIVERSION BERM TO DIRECT SURFACE
AROUND THE STORMWATER INFILTRATION AREA AND PREVENT
SURFACE WATER FROM ENTERING THE AREA.
INSTALL A TEMPORARY BARRIER TO PREVENT CONSTRUCTION
VEHICLES AND EQUIPMENT FROM ENTERING THE STORMWATE
INFILTRATION AREA.
THE TEMPORARY DIVERSION BERM SHALL REMAIN IN PLACE U
DISTURBED AREAS ON THE SITE HAVE BEEN STABILIZED.
THE TEMPORARY BARRIER TO VEHICLES AND EQUIPMENT SHA
REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES IN TH
VICINITY OF THE AREA ARE COMPLETE.
NOTES:
9-15-23
TOWN STAFF REVIEW COMMENTS
2
PRECAST CONCRETE WHEEL STOP, TYP.
SEE DETAIL SHEET
C3.2
RESERVE PARKING AREA
SEE DETAIL SHEET C3.1
P1
P2
P3

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'
11
#27
#35
#39
81'
99'
R=30'
9'
9'
R=20'
R=20'
R=50'
R=50'
R=15'
R=15'
9'
1
1
99'
11
9
8
72'
9'
9'
1
9'
9'
33 KENYON ROAD
CONGREGATION BETH-EL, INC.
OF
LAND
WATERFORD, CONNECTICUT
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
C2.2
MJO
LJM
1"=40'
7-1-23
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
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
NOTES:
1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT.
2. PAVEMENT CURVE RADII NOT DIMENSIONED OR SHOWN IN THE DRA
DETAILS ARE FIVE (5) FEET.
3. UNLESS OTHERWISE NOTED, ALL SIDEWALK WIDTHS ARE FIVE (5) FE
4. SEE SHEET C3.2 DETAILS FOR PARKING STALL DIMENSIONS.
5. PARKING BAY STALL NUMBER TOTALS ARE IDENTIFIED THUS:
10
CONGREGATION BETH-EL
8-28-23
TOWN STAFF REVIEW COMMENTS
1
9-15-23
TOWN STAFF REVIEW COMMENTS
2