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Board/Commission	Planning & Zoning Commission
Meeting Date	September 09, 2025
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SHEET No.: C-001
No.
JUNE 2025
TITLE SHEET
C-002
C-001
GENERAL NOTES, ABBREVIATIONS, AND LEGEND
EROSION AND SEDIMENT CONTROL NARRATIVE AND
WATERFORD, CONNECTICUT
C-003
APPLICANT
PREPARED FOR:
THE WILLIAMS SCHOOL
DETAILS
122 BLOOMINGDALE ROAD
1000
4000
2000
0
2000
(IN FEET)
SCALE: 1"=2000'
LOCATION PLAN
SHEET No.
TITLE
SCHEDULE OF DRAWINGS
No.
EXISTING CONDITIONS PLAN
PERMIT DRAWINGS
C-306
C-305
C-102
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
CHAIRMAN
APPROVED BY THE TOWN OF WATERFORD PLANNING AND ZONING COMMISSION
EXPIRATION DATE PER SECTION 8-3(i) OF THE CONNECTICUT GENERAL STATUTES
DATE
MICHAEL J. OTT, P.E., L.S.
CT REGISTRATION No. 70082
SITE LOCATION
THE WILLIAMS SCHOOL
P.O. BOX 1310
NEW LONDON, CONNECTICUT 06320
860-439-2786
OWNER
WILLIAMS MEMORIAL INSTITUTE
P.O. BOX 1310
NEW LONDON, CONNECTICUT 06320
860-439-2786
The Williams School
ATHLETIC COMPLEX
DETAILS
395
Miller
Pond
Hunts
Brook
Hunts
Brook
Bloomingdale
Road
TENNIS AND PICKLEBALL COURTS
Applewood
Drive
Street Extension
Vauxhall
Old Colchester
Douglas Lane
Twin Lakes
Drive
Dayton
OVERALL ATHLETIC COMPLEX PLAN
C-101
DETAILS
C-304
ISSUED FOR PERMITTING 6-20-25
C-202
C-201
GENERAL PLAN
COURTS PLAN
Greentree Drive
Road
Miller
nd
Po
PLANNING AND ZONING COMMISSION SUBMISSION
CROSS SECTIONS
C-307
DETAILS
Brandegee
Lake
Road
95
Interstate Route 395
Interstate
Route 95
CROSS SECTIONS
C-302
C-301
Beacon Hill Drive
Gallows
Lane
Road
Road
Pilgrim
CROSS SECTIONS
C-303
7-28-25PRELIMINARY STAFF REVIEW COMMENTS
1
C-308
COURT LIGHTING PHOTOMETRICS

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
25-02
-
REVISIONS:
TITLE:
PREPARED BY:
SHEET NO.:
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
PROJECT:
SEAL:
DRAWING PHASE:
6-1-25
TENNIS AND PICKLEBALL COURTS
PERMIT DRAWINGS
EROSION AND SEDIMENT
CONTROL NARRATIVE AND NOTES
PERMIT REQUIREMENTS:
THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE PROJECT ARE SUBJECT TO THE REQUIREMENTS OF APPROVALS AND
PERMITS OF THE TOWN OF WATERFORD PLANNING AND ZONING COMMISSION AND THE LEDGE LIGHT HEALTH DISTRICT.
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 "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 POST-TENSIONED CONCRETE TENNIS AND PICKLEBALL COURTS AND
ASSOCIATED COURT LIGHTING, FENCING, ELECTRICAL, COMMUNICATIONS, AND WATER UTILITY SERVICES, AND EXISTING
PARKING AREA SIGNAGE AND PAVEMENT MARKINGS IMPROVEMENTS.
THE WORK ASSOCIATED WITH THE PROJECT INCLUDES EROSION AND SEDIMENT CONTROL, SITE PREPARATION, EXCAVATION,
GRADING, POST-TENSIONED CONCRETE, COURT SURFACING, FENCING, CAST-IN-PLACE CONCRETE, LIGHTING, UTILITY
SERVICE, SIGNAGE, PAVEMENT MARKINGS, AND LANDSCAPE CONSTRUCTION.
THE TOTAL AREA OF LAND DISTURBANCE ASSOCIATED WITH THE COMPLETE PROJECT CONSTRUCTION ACTIVITIES IS
APPROXIMATELY 2.1 ACRES.
THE NATIONAL COOPERATIVE SOIL SURVEY UPLAND SOIL TYPES IN THE PROJECT SITE AREA ARE (61B) AND (62D) CANTON AND
CHARLTON FINE SANDY LOAMS, (74C) NARRAGANSETT-HOLLIS COMPLEX, AND (75E) HOLLIS-CHATFIELD-ROCK OUTCROP
COMPLEX.
INLAND WETLANDS ARE NOT LOCATED WITHIN OR IN THE IMMEDIATE VICINITY OF THE PROJECT SITE AREA.
AREAS OF STEEP SLOPES (>25%) ARE LOCATED WITHIN THE PROJECT SITE AREA.
THE PROJECT SITE IS NOT LOCATED WITHIN THE COASTAL BOUNDARY.
THE PROJECT SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA ZONE.
THE PROJECT SITE IS LOCATED WITHIN THE THAMES RIVER SUBREGIONAL DRAINAGE BASIN (HUC NUMBER 4000).
THE PROJECT SITE 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 DOES NOT INDICATE AREAS IDENTIFYING THE APPROXIMATE LOCATION OF STATE AND
FEDERAL LISTED SPECIES AND CRITICAL HABITAT ON OR IN THE VICINITY OF THE PROJECT SITE.
CONSTRUCTION SCHEDULE AND SEQUENCE:
THE PLANNED START DATE FOR THE PROJECT IS SUMMER 2025. IT IS ANTICIPATED THAT THE DURATION OF SITE CONSTRUCTION
WILL BE APPROXIMATELY 4 MONTHS.
THE GENERAL SEQUENCE OF SITE CONSTRUCTION ACTIVITIES WILL BE AS FOLLOWS:
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).
NARRATIVE AND NOTES
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
PROJECT OWNER:
WILLIAMS MEMORIAL INSTITUTE
P.O. BOX 1310
NEW LONDON, CONNECTICUT 06320
860-439-2786
CONTACT PERSON:
MARK FADER, HEAD OF SCHOOL
THE WILLIAMS SCHOOL
P.O. BOX 1310
NEW LONDON, CONNECTICUT 06320
860-439-2786
PROJECT LOCATION:
THE PROJECT SITE IS LOCATED IN THE EAST-CENTRAL PORTION OF THE TOWN OF WATERFORD ON THE WEST SIDE OF
BLOOMINGDALE ROAD APPROXIMATELY 0.6 MILES NORTH OF THE BLOOMINGDALE ROAD-GALLOWS LANE INTERSECTION.
The Williams School
122 BLOOMINGDALE ROAD
ATHLETIC COMPLEX
WATERFORD, CONNECTICUT
1. EQUIPMENT MOBILIZATION.
2. INSTALLATION OF TEMPORARY EROSION AND SEDIMENT CONTROLS.
3. SITE PREPARATION OPERATIONS.
4. MASS EARTHWORK OPERATIONS.
5. COURT LIGHTING CONSTRUCTION.
6. COURT CONSTRUCTION.
7. ELECTRIC, COMMUNICATION, AND WATER SERVICE UTILITY CONSTRUCTION.
8. FINAL GRADING OPERATIONS.
9. FENCING CONSTRUCTION.
10. SIGNAGE AND PAVEMENT MARKINGS INSTALLATION.
11. TOPSOIL PLACEMENT AND TURF ESTABLISHMENT.
12. RESTORATION OF DISTURBED AREAS.
13. FINAL CLEAN UP AND REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROLS.
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
ISSUED FOR PERMITTING
DATE: 6-20-25
7-28-25
PRELIMINARY STAFF REVIEW COMMENTS
1

WILLIAMS MEMORIAL INSTITUTE
OF
JEREMY LABELLA & SUSANNE KLUSEK
N/F
38000
579800
SOUTHERN NEW ENGLAND CONFERENCE ASSOCIATION
N/F
41600
PETER NEILAN
N/F
40800
PAUL E. HAMLER, JR.
N/F
40500
DAVID Z. BEAULIEU
N/F
40000
CHARLENE R. HUGHES
N/F
40600
RAYMOND S. & LURLEEN CARLSON
N/F
48300
JOHN & KARLA UMLAND
N/F
39600
OTHER LAND
BLOOMINGDALE ROAD
APPLEWOOD D
R-40
R-20
R-20
R-40
CYNTHIA E. WHITMER
N/F
39500
WILLIAMS MEMORIAL INSTITUTE
OF
39900
OTHER LAND
WILLIAMS MEMORIAL INSTITUTE
OF
48504
LAND
F
IR
E
LA
N
E

N
O
PA
R
KI
N
G
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"=80'
25-02
-
REVISIONS:
TITLE:
PREPARED BY:
SHEET NO.:
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
PROJECT:
SEAL:
DRAWING PHASE:
6-1-25
TENNIS AND PICKLEBALL COURTS
PERMIT DRAWINGS
GRAPHIC SCALE
(IN FEET)
80
0
80
160
240
40
60
20
NOTES:
1.BASE IMAGERY REFERENCE: 2023 ORTHOPHOTOGRAPHY ACCESSED FRO
CONNECTICUT ENVIRONMENTAL CONDITIONS ONLINE, URL: cteco.uconn
UNIVERSITY OF CONNECTICUT AND CONNECTICUT DEPARTMENT OF EN
ENVIRONMENTAL PROTECTION.
2. THE INLAND WETLAND BOUNDARIES DEPICTED HEREON WERE DELINEA
DAVISION ENVIRONMENTAL, LLC IN MARCH OF 2024 AND FEBRUARY OF
FIELD LOCATED BY SUMMER HILL CIVIL ENGINEERS & LAND SURVEYORS
3. UPON REMOVAL OF ALL STOCKPILED MATERIAL, RESTORE THE TEMPOR
STOCKPILE AREA BY DECOMPACTING DISTURBED SOILS, PLACING A MIN
DEPTH OF TOPSOIL, AND ESTABLISHING A CONSERVATION SEED MIXTUR
VEGETATIVE COVER TO STABILIZE THE AREA.
4. THE TOTAL NUMBER OF PARKING SPACES ON THE SITE IS 105 AND INCL
RESERVED PARKING SPACES.
5. PARKING SPACE NUMBERS ARE NOTED THUS .
6. REPLACE ALL EXISTING RESERVED PARKING SPACE AND FIRE LANE SIG
ALL EXISTING PARKING AREA PAVEMENT MARKINGS. SEE DETAILS SHEE
The Williams School
122 BLOOMINGDALE ROAD
ATHLETIC COMPLEX
WATERFORD, CONNECTICUT
OVERALL ATHLETIC COMPLEX
PLAN
PROJECT SITE
TEMPORARY SOIL STOCKPILE AREA
SEE NOTE 3
LIMIT OF DISTURBANCE
GEOTEXTILE SILT FENCE SEDIMENT CONTROL BARRIER, TYP.
SEE DETAIL SHEET C-306
GSF
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL SHEET C-306
CE
BUILDING UNDER CONSTRUCTION
ISSUED FOR PERMITTING
DATE: 6-20-25
7-28-25
PRELIMINARY STAFF REVIEW COMMENTS
1
PILGRIM ROAD
DISCONTINUED
REPLACE ALL RESERVED PARKING SPACE AND FIRE LANE SIGNAGE
SEE SITE SIGNAGE SCHEDULE SHEET C-306
NEW FIRE LANE PAVEMENT MARKINGS AND LEGEND
10
10
47
43
5

75
80
85
90
95
70
85
90
80
75
Pavillion
Scoreboard
Area Drain
T.F. 64.44
Gate
Area Drain
T.F. 63.88
Area Drain
T.F. 69.25
Water
Spigot
Area Drain
T.F. 85.57
Area Drain
T.F. 75.92
Concrete Slab
Chain Link Fence
Chain Link Fence
Chain Link Fence
70
75
65
60
70
Bituminous Concrete
12" Width Stone Lined Swale
Natural Turf Multi-Purpose Athletic Field
x 66.5
x 66.2
x 67.7
x 65.3
x 64.7
x 64.3
x 63.3
x 65.9
x 67.3
50'
Rear Setback
25'
Side Setback
55
65
Chain Link Fence
Bituminous Concrete
Electric
Enclosure
Inv. 62.69
Inv 61.67
Irrigation
Valve Box
Irrigation
Valve Box
Irrigation
Valve Box
Irrigation
Valve Box
65
60
55
60
55
50
Metal Post Fence
50
45
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-102
MJO
LJM
1"=20'
25-02
-
EXISTING CONDITIONS PLAN
REVISIONS:
TITLE:
PREPARED BY:
SHEET NO.:
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
PROJECT:
NOTES:
6-1-25
TENNIS AND PICKLEBALL COURTS
GRAPHIC SCALE
(IN FEET)
20
0
20
40
60
10
15
5
PERMIT DRAWINGS
1. THIS MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIO
CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300
MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION F
SURVEYS AND MAPS, ADOPTED EFFECTIVE JUNE 21, 1996, AMENDED OC
26, 2018.
THE INTENT OF THIS MAP IS TO DEPICT THE TOPOGRAPHIC FEATURES O
PROJECT AREA OF THE SUBJECT LAND PARCEL.
SURVEY TYPE: TOPOGRAPHIC SURVEY
TOPOGRAPHIC ACCURACY CLASS: T-2
VERTICAL ACCURACY CLASS: V-2
2. WITH RESPECT TO PROPERTY BOUNDARY LINES DEPICTED HEREON, A
INFORMATION IS BASED ON THE REFERENCE MAPS NOTED AND DOES N
REPRESENT A BOUNDARY OPINION.
3. PLANIMETRIC AND TOPOGRAPHIC INFORMATION DEPICTED HEREON IS
ON FIELD SURVEYS CONDUCTED BY SUMMER HILL CIVIL ENGINEERS &
SURVEYORS, P.C. IN MARCH AND JUNE OF 2025.
4. REFERENCE IS MADE TO THE FOLLOWING MAPS:
(A)"PLAN SHOWING PROPERTY OF SAMUEL CHARNEY, ET AL 64 PILGRIM
WATERFORD CONNECTICUT", SCALE: 1"=100', DATE: 3-5-90, PREPARE
WILLIAM F. KENT, L.S., FILED IN THE OFFICE OF THE TOWN OF WATER
TOWN CLERK AS MAP NO. 5857.
(B)"LOT LAYOUT/TOPOGRAPHIC MAP SUBDIVISION OF ANTHONY MUSCA
JR. ESTATE #122 BLOOMINGDALE ROAD WATERFORD, CT", SHEET 2 O
SCALE: 1"=40', DATE: 9-95, REVISED TO: 1-24-96, PREPARED BY: EDMU
SITTY, P.E., L.S., FILED IN THE OFFICE OF THE TOWN OF WATERFORD
CLERK AS MAP NO. 3546.
5. ADJOINING PARCEL LINE AND RECORD OWNER INFORMATION WAS
REPRODUCED FROM THE TOWN OF WATERFORD ASSESSOR'S OFFICE R
6. A PORTION OF PILGRIM ROAD WAS DISCONTINUED BY ACTION OF THE
WATERFORD BOARD OF SELECTMEN ON 11-19-57. REFERENCE TOWN M
BOOK 5, PAGE 565.
7. NORTH IS BASED THE BEARING SYSTEM OF REFERENCE MAP (B).
8. ELEVATIONS ARE REFERENCED TO AN ASSUMED PROJECT VERTICAL D
9. THE PROJECT SITE LAND PARCEL IS DEPICTED ON ASSESSORS MAP 74
PARCEL 5295.
10. THE PROJECT SITE IS LOCATED WITHIN A LOW DENSITY RESIDENTIAL R
ZONING DISTRICT.
11. THE PROJECT SITE IS LOCATED WITHIN FLOOD ZONE X. REFERENCE: F
NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MA
LONDON COUNTY, CONNECTICUT, PANEL 344 OF 554, MAP NUMBER
09011C0344G EFFECTIVE DATE: 7-18-11.
12. SOIL TYPES AND SOIL TYPE BOUNDARIES DEPICTED HEREON ARE BAS
NATIONAL COOPERATIVE SOIL SURVEY DATA FOR THE STATE OF CONN
U.S. DEPARTMENT OF AGRICULTURE, NATURAL RESOURCES CONSERVA
SERVICE.
The Williams School
122 BLOOMINGDALE ROAD
ATHLETIC COMPLEX
WATERFORD, CONNECTICUT
JEREMY LABELLA & SUSANNE KLUSEK
N/F
38000
61B
62C
75E
74C
THIS MAP IS NOT VALID WITHOUT THE LIVE SIGNATURE AND EMBOSSED SEAL OF THE LICENSED LAND SURVEYOR
NOTED ABOVE
DATE
MICHAEL J. OTT, P.E., L.S.
CT REGISTRATION NO. 70082
TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON
SEALS:
DRAWING PHASE:
PILGRIM ROAD
45
50
80
85
90
95
95
90
95
90
WILLIAMS MEMORIAL INSTITUTE
OF
579800
OTHER LAND
ISSUED FOR PERMITTING
DATE: 6-20-25
7-28-25
PRELIMINARY STAFF REVIEW COMMENTS
1
DISCONTINUED (SEE NOTE 6)

64.20
64.20
65.50
64.20
65.50
64.20
65.21
64.20
64.20
65.21
75
80
85
90
95
70
85
90
80
75
65
Pavillion
Scoreboard
Area Drain
T.F. 64.44
Gate
Area Drain
T.F. 63.88
Area Drain
T.F. 69.25
Water
Spigot
Area Drain
T.F. 85.57
Area Drain
T.F. 75.92
Concrete Slab
Chain Link Fence
Chain Link Fence
Chain Link Fence
70
75
65
60
70
Bituminous Concrete
12" Width Stone Lined Swale
Natural Turf Multi-Purpose Athletic Field
x 66.5
x 66.2
x 67.7
x 65.3
x 64.7
x 64.3
x 63.3
x 65.9
x 67.3
50'
Rear Setback
25'
Side Setback
55
65
0+00
0+50
1+00
2+00
2+50
3+00
0+00
0+50
1+00
1+50
2+00
2+50
Chain Link Fence
Bituminous Concrete
Electric
Enclosure
Inv. 62.69
Inv 61.67
Irrigation
Valve Box
Irrigation
Valve Box
Irrigation
Valve Box
Irrigation
Valve Box
65
60
55
60
55
50
Metal Post Fence
50
45
65.50
65.50
1+50
3+00
52
50
54
56
58
60
62
64
48
58
56
54
60
62
64
46
66
68
65.50
66
68
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"=20'
25-02
-
GENERAL PLAN
REVISIONS:
TITLE:
PREPARED BY:
SHEET NO.:
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
PROJECT:
SEAL:
DRAWING PHASE:
6-1-25
TENNIS AND PICKLEBALL COURTS
GRAPHIC SCALE
(IN FEET)
20
0
20
40
60
10
15
5
PERMIT DRAWINGS
The Williams School
122 BLOOMINGDALE ROAD
ATHLETIC COMPLEX
WATERFORD, CONNECTICUT
JEREMY LABELLA & SUSANNE KLUSEK
N/F
38000
61B
74C
75E
62C
PILGRIM ROAD
GEOTEXTILE SILT FENCE AND STRAW BALE SEDIMENT CONTROL BARRIER
SEE DETAIL SHEET C-307
GSF
SEDIMENTATION CONTROL AT DRAINAGE STRUCTURE, TYP.
INSTALL AT ALL DRAINAGE STRUCTURES
SEE DETAIL SHEET C-307
SC
TYPE A GATE, TYP.
SEE DETAILS SHEET C-305
NET POST, TYP.
SEE DETAIL SHEET C-304
DRAINAGE STRUCTURE, TYP.
SEE DETAIL SHEET C-306
TEMPORARY EROSION CONTROL BLANKET, TYP.
SEE DETAIL SHEET C-307
ECB
NOTES:
1. INSTALL EROSION AND SEDIMENT CONTROLS SHOWN ON THE DRAWIN
AS ORDERED BY THE ENGINEER.
2. DE-ENERGIZE SCOREBOARD ELECTRICAL SERVICE.
3. REMOVE MIDDLE ATHLETIC FIELD (SOUTH SIDE) SCOREBOARD AND DE
OWNER INDICATED STORAGE LOCATION.
4. COORDINATE THE TERMINATION OF THE IRRIGATION SYSTEM MAIN PIP
BELOW FINISHED GRADE OUTSIDE OF THE PROJECT LIMITS, INSTALL M
AT TERMINATION POINT, AND REMOVE ALL IRRIGATION SYSTEM VALVE
5. REMOVE ALL CHAIN LINK FENCING AND GATES, METAL POST FENCING
NETTING SYSTEM POLES.
6. REMOVE DRAINAGE SWALE SUBDRAIN CORRUGATED POLYETHYLENE T
AND GEOTEXTILE.
7. REMOVE TREES AND VEGETATION WITHIN THE LIMITS OF DISTURBANC
8. REMOVE TOPSOIL AND STOCKPILE AT THE TEMPORARY SOIL STOCKPIL
LOCATION SHOWN ON SHEET C-101 OVERALL ATHLETIC COMPLEX PLAN
9. ALL MATERIALS INDICATED TO BE REMOVED SHALL BE DISPOSED OF O
ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS.
10. COURT FENCING NOT SHOWN FOR CLARITY. SEE SHEET C-202 COURT
AND SHEET C-305 DETAILS.
COURT CENTER STRIP
SEE DETAIL SHEET C-304
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
STRUCTURE NO.
LINE
INVERT U/SINVERT D/S
8 - 9
61.00
LENGTH
60
8
9 - 10
61.00
60
9
10 - 11
61.00
60
10
11 - 12
61.00
60
11
DRAINAGE SCHEDULE
TOP FRAME
63.70
63.70
63.70
63.70
ALL DRAINAGE PIPE BETWEEN STRUCTURES 1 AND 8 IS 6" DIA. SOLID WALL
NOTE:
CORRUGATED POLYETHYLENE, AASHTO M-294, TYPE S, WITH BELL AND GASKET
NET CENTER STRAP ANCHOR, TYP.
SEE DETAIL SHEET C