Conservation Commission Regular Meeting Materials (linked)

S
SHEETS LA-1, GR-1, UT-1, SE-1
HARTFORD TURNPIKE (ROUTE 85)
CROSS   ROAD
SHEETS LA-2, GR-2, UT-2, SE-2
OPEN SPACE
PROJECT SITE VICINITY MAP:
WATERFORD APARTMENT
COMMUNITY
969 HARTFORD TURNPIKE
WATERFORD, CONNECTICUT
SEPTEMBER 20, 2021
PREPARED FOR:
HENDELS, INC.
35 GREAT NECK RD.
WATERFORD, CT 06385
0'
100'
200'
SCALE  1" = 200'
0
1/2"
1"
0'
500'
1000'
0
1/2"
1"
Copyright SLR International Corporation - 2021
Know what'sbelow.
before you dig.
Call
R
www.cbyd.com
LOCATION MAP
SCALE: 1"=1000'
GENERAL NOTES
1.
BOUNDARY INFORMATION IS BASED UPON A MAP ENTITLED "PROPERTY SURVEY / TOPOGRAPHIC SURVEY,
PREPARED FOR: HENDELS, INC. 969 HARTFORD TURNPIKE (ROUTE 85) WATERFORD, CONNECTICUT." DATED:
MARCH 30, 2017, PREPARED BY MILONE & MACBROOM, INC.
2.
PLANIMETRIC FEATURES AND CONTOURS ARE BASED UPON AERIAL PHOTOGRAMMETRIC MAPPING PREPARED BY
GOLDEN AERIAL SURVEYS, INC. (PHOTOS DATED: 02/27/17)
3.
NORTH REFERS TO THE CONNECTICUT COORDINATE SYSTEM (NAD 1983). ELEVATIONS REFER TO THE NAVD88
VERTICAL DATUM.
4.
INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLE
INFORMATION, MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE.  THE
LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING CONSTRUCTION.  CALL
"CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL OR
HORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE
ENGINEER FOR RESOLUTION.
5.
SLR ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA WHICH HAVE BEEN SUPPLIED BY
OTHERS.
6.
ALL UTILITY SERVICES ARE TO BE UNDERGROUND. THE EXACT LOCATION AND SIZE OF ELECTRIC, TELEPHONE,
CABLE TELEVISION AND GAS ARE TO BE DETERMINED BY THE RESPECTIVE UTILITY COMPANIES.
7.
ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, AND BE SEEDED WITH GRASS OR SODDED,
AS SHOWN ON THE PLANS.
8.
ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.
9.
THE PROPOSED BUILDINGS ARE TO BE SERVED BY PUBLIC WATER AND SANITARY SEWER.
10. ALL GRAVITY SANITARY SEWER PIPE SHALL BE PVC SDR35 UNLESS OTHERWISE INDICATED.  PROPOSED
CONNECTIONS TO EXISTING SANITARY STRUCTURES SHALL BE IN ACCORDANCE WITH TOWN OF WATERFORD
STANDARDS.
11. COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND THE
PERMITTEE.
12. PLANS PREPARED FOR REGULATORY APPROVAL ONLY.
13. WETLAND FLAGS WERE SET AND FIELD LOCATED BY MILONE & MACBROOM, INC. MARCH 2017.
PROJECT DATA:
EXISTING ZONE:
COMMERCIAL MULTI-FAMILY DISTRICT (C-MF)
PROPOSED USE:
MULTIFAMILY RESIDENTIAL DEVELOPMENT - APARTMENT COMMUNITY
PREPARED BY:
99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
SLRCONSULTING.COM
LIST OF DRAWINGS
SHEET NUMBER SHEET NAME SHEET TITLE
01
TITLE
TITLE
02
LA-1
SITE PLAN - LAYOUT & LANDSCAPING
03
LA-2
SITE PLAN - LAYOUT & LANDSCAPING
04
GR-1
SITE PLAN -GRADING
05
GR-2
SITE PLAN - GRADING
06
UT-1
SITE PLAN - UTILITIES
07
UT-2
SITE PLAN - UTILITIES
08
RP
ROADWAY PLAN AND PROFILE
09
SE-1
SEDIMENT AND EROSION CONTROL PLAN - PHASE I
10
SE-2
SEDIMENT AND EROSION CONTROL PLAN - PHASE II
11
SE-3
SEDIMENT & EROSION CONTROL DETAILS
12
SE-4
SEDIMENT & EROSION CONTROL DETAILS
13
SD-1
SITE DETAILS
14
SD-2
SITE DETAILS
15
SD-3
SITE DETAILS
16
SD-4
SITE DETAILS
17
SD-5
SITE DETAILS
18
SD-6
SITE DETAILS
CONSTRUCTION SEQUENCE
PHASE I - CONSTRUCTION STAGING AREA, ROCK PROCESSING AREA, DRIVEWAY AND ASSOCIATED UTILITIES, STORMWATER
BASINS 100, 110, 120.
1.
PRIOR TO COMMENCEMENT OF WORK A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH TOWN STAFF AND
REPRESENTATIVES OF THE CONTRACTOR AND OWNER. AT THIS MEETING, ONE PERSON WILL BE PLACED IN CHARGE OF
SEDIMENT AND EROSION CONTROL FOR THE ENTIRE SITE.
2.
CONTRACTOR TO STAKE OUT LIMIT OF DISTURBANCE AND VEGETATION TO BE RETAINED.
3.
INSTALL SEDIMENT AND EROSION CONTROLS ALONG THE PERIMETER, AND INSTALL STABILIZED CONSTRUCTION ENTRANCES,
AS SHOWN ON THE PLANS.
4.
REMOVE STUMPS AND STRIP TOPSOIL IN CONSTRUCTION STAGING AREA AND ALONG CONSTRUCTION ACCESS ROADS. SOIL
IS TO BE STOCKPILED AND SURROUNDED BY SEDIMENT FILTER FENCE AND HAY BALES.
5.
INSTALL DIVERSION BERMS AND SEDIMENT TRAPS PER THE SEDIMENT AND EROSION CONTROL PLAN FOR THIS PHASE.
TEMPORARY SEDIMENT TRAPS AND DIVERSION BERMS AND SWALES ARE TO BE CONSTRUCTED PRIOR TO EACH PHASE OF
GRADING AND MODIFIED AS NECESSARY TO FUNCTION. CLEAN TEMPORARY SEDIMENT TRAPS PER THE MAINTENANCE
INTERVALS OR SOONER, IF NECESSARY.
6.
INSTALL OUTLET SCOUR HOLES AND SPLASH PADS. BEGIN PIPE INSTALLATION UPGRADIENT FROM OUTFALLS.
7.
INITIATE MASS EARTHWORK OPERATIONS FOR ROCK PROCESSING AREA, AND CONSTRUCTION OF ROAD.
8.
SLOPES ARE TO BE ESTABLISHED AS SOON AS PRACTICAL BEFORE UTILITY INSTALLATION. STABILIZE ALL SLOPES IMMEDIATELY
AFTER THEIR ESTABLISHMENT.
9.
INSTALL ROAD UTILITIES AND CURBS UP TO DETENTION BASIN 130. PLACE PERMANENT SEEDING AT AREAS THAT WILL NO
LONGER BE DISTURBED DUE TO CONSTRUCTION.
10. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. FINISH GRADE BOTTOM OF STORMWATER BASINS AND
OUTLET CONTROLS CREATING FOREBAYS.
11. COMPLETE PLANTING AND PERMANENT STABILIZATION OF STORMWATER MANAGEMENT BASINS AND OUTLETS.
12. THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE MODIFIED BY THE CONTRACTOR AS NECESSITATED BY CHANGING
SITE CONDITIONS OR AT THE DIRECTION OF THE ENGINEER AND/OR DESIGNATED TOWN REPRESENTATIVE.
13. ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICH MINIMIZES THE DISCOLORATION OF THE
RECEIVING WATERS
14. THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING MATERIALS SUCH THAT NONE OF THE ABOVE
ENTER WATERS OR WETLANDS.
PHASE II - BUILDING CONSTRUCTION, REMAINING DRIVEWAY, UTILITIES, AND REMAINING STORMWATER BASINS.
1.
INSTALL TEMPORARY SEDIMENT TRAP(S) FOR THIS PHASE. DISTURBED WORK AREAS TO BE LIMITED TO 5 ACRES OR LESS
WITH RUNOFF CONTROLLED TO A TEMPORARY SEDIMENT TRAP.
2.
CONSTRUCT TEMPORARY ACCESS ROADS TO WORK AREAS.
3.
REMOVE STUMPS AND STRIP TOPSOIL IN WORK AREAS. STOCKPILE AND SURROUND BY SEDIMENT FILTER FENCE AND HAY
BALES.
4.
BEGIN MASS EXCAVATION OF BASINS AND FORMATION OF EMBANKMENTS. CONSTRUCT BASINS, OUTLET STRUCTURES AND
STABILIZE AS SOON AS POSSIBLE.
5.
INITIATE MASS EARTHWORK OPERATIONS IN WORK AREAS TO APPROACH ROUGH SUBGRADE.
6.
BEGIN EXCAVATION FOR BUILDING FOUNDATIONS. BEGIN CONCRETE WORK FOR FOOTINGS AND FOUNDATION WALLS IN
COUNTERCLOCKWISE SEQUENCE FROM SOUTH TO NORTH OR AS DESIGNATED BY OWNER.
7.
AS FOUNDATION WALLS ARE UP THE BUILDING FOOTPRINTS ARE PERMANENTLY STABILIZED, BEGIN INSTALLING
UNDERGROUND UTILITIES FOR EACH BUILDING.
8.
INSTALL REMAINING UTILITIES UNDER AND AROUND PARKING AREAS. PLACE BINDER COURSE OF PAVEMENT AS BASE
COURSE IS BROUGHT UP TO GRADE.
9.
COMPLETE ALL SITE IMPROVEMENTS.
10. PLACE PERMANENT SEEDING AT AREAS DISTURBED DUE TO CONSTRUCTION AND INSTALL PLANTINGS.
11. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. FINISH GRADE BOTTOM OF STORMWATER BASINS AND
OUTLET CONTROLS CREATING FOREBAYS.
12. COMPLETE ALL PLANTINGS AND PERMANENT STABILIZATION OF STORMWATER MANAGEMENT BASINS AND OUTLETS.
13. REMOVE ALL TEMPORARY SEDIMENTATION AND SOIL EROSION CONTROL MEASURES.
14. CLEAN AND SWEEP ALL PAVED SURFACES TO PREPARE FOR FINAL PAVING.
15. PLACE FINAL COURSE OF BITUMINOUS PAVEMENT.
16. INSTALL ALL PAVEMENT MARKINGS, SIGNAGE, LIGHTING, AND SITE FURNITURE.

DH
DH
DH
IPIN
CHD
Mon
N/F
Stonington Partners, LLC
N/F
Richard T. Morgan
N/F
Hendels Hartford Road, LLC
Drainage R.O.W.
In Favor of
The State of Connecticut
(See Note 5A)
Billboard
Approximate Limit
of Inland Wetlands
w
50'
75'
50'
75'
100'
100' INLAND WETLAND UPLAND REVIEW AREA
100' INLAND WETLAND UPLAND REVIEW AREA
100'
ONE STORY
CLUBHOUSE
6,500 SF
BUILDING 1
4/3 SPLIT
(44 UNITS)
BUILDING 2
4/3 SPLIT
(44 UNITS)
BUILDING 4
4 STORY
(43 UNITS)
BUILDING 5
4 STORY
(43 UNITS)
BUILDING 3
4 STORY
(34 UNITS)
BUILDING 6
3/4 SPLIT
(38 UNITS)
BUILDING 7
3/4 SPLIT
(38 UNITS)
13 GARAGE SPACES
13 GARAGE SPACES
13 GARAGE SPACES
13 GARAGE SPACES
10 GARAGE SPACES
9 GARAGE SPACES
9 GARAGE SPACES
9 GARAGE SPACES
PLAY
SCAPE
POOL
RECYCLING
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
8'
PR
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
ZG
AG
AG
AG
ZG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
PR
PR
PR
PR
PR
PR
PR
PR
AG
AG
AG
AG
CC
CC
ZG
AG2
AG2
AG2
AG2
AG2
AG2
AG2
CC
CC
CC
CC
CC
AG2
AG2
AG2
CC
CC
AG
AG2
AG2
AG2
AG2
AG2
AG2
AG2
AG2
AG2
AG2
AG2
AG
AG
AG
JV
JV
JV
JV
JV
JV
CB
CB
CB
CB
ZG
ZG
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
ZG
ZG
CB
CB
CB
CB
ZG
CB
CB
CB
CB
CB
ZG
ZG
CB
CB
CB
CB
CB
ZG
CB
CB
ZG
CB
CB
CB
CB
ZG
ZG
ZG
ZG
ZG
3' GRASS WALKWAY FOR FIRE DEPARTMENT ACCESS
MAINTAIN 5' WIDE CLEARED AREA LOCATED ±20' FROM BUILDING FACADE
-TYP.
DOG PARK
CLEAR UNDERBRUSH AND ANY DEAD,
DISEASED, OR DAMAGED TREES. ALL
HEALTHY MATURE TREES SHALL REMAIN.
100'
200'
3' GRASS WALKWAY TO DOG PARK
3' GRASS WALKWAY TO DOG PARK
BUILDING SETBACK LINE (TYP.)
N28°38'41"E
29.65'
R
=
50
'
N55°04'33"W
172.63'
N10°04'33"W
492.14'
N79°55'27"E
193.76'
S55°04'33"E
150.25'
S10°04'33"E
616.72'
R=
7
2'
N55°04'33"W
342.36'
N10°04'33"W
73.26'
N79°54'59"E
65.00'
S55°04'33"E
424.26'
S55°04'33"E
424.26'
N79°55'27"E
163.11'
S55°04'33"E
193.60'
PARKING COUNT (TYP.
AND INCLUDES NEARBY
GARAGE SPACES)
ACCESSIBLE PARKING SPACES (TYP.)
WATER QUALITY BASIN
WATER QUALITY BASIN
BASIN 130
WATER QUALITY BASIN
LANDSCAPE PLANTING BED LIMIT
CONCRETE WALK (TYP.)
BITUMINOUS CONCRETE DRIVE (TYP.)
PERGOLA
MONUMENT SIGN
SHEET NAME
DATE
LA-1
PROJECT NO.
DESIGNED
VEH/BK
SCALE
DRAWN
VEH/BK
CHECKED
DLO
S
W
N
E
SEPTEMBER 20, 2021
5901-04
1"=40'
SITE PLAN - LAYOUT & LANDSCAPING
WATERFORD, CONNECTICUT
WATERFORD APARTMENT COMMUNITY
HARTFORD TURNPIKE
969 HARTFORD TURNPIKE
SHEET NO.
02 OF 18
DESCRIPTION
BY
DATE
0'
20'
40'
0
1/2"
1"
Copyright SLR International Corporation - 2021
99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
SLRCONSULTING.COM
MATCHLINE SEE SHEET LA-2
NOTE: SEE GENERAL NOTES AND
LEGEND ON SHEET LA-2

CHD
Mon
IPIN
w/P
CHD
Mon
HARTFORD  TURNPIKE  (ROUTE 85)
CROSS   ROAD
Conc
Headwall
Approx. Slope Limits
(See Note 5A)
wr1
wr2
wr3
wr4
wr5
wr6
wr7
wr8
wr9
wr10
wr11
wr12
wr13
wr14
wr15
wr16
wr17
wr18
wr19
wr20
wr21
wr23
wr24
wr25
wr26
wr27
wx106
wx1
wx1
wx114
wx115
wx116
wx117
wx-5
wx-6
wx-7
wx-8
wx-9
wx-10
wx-11
wx-12
wx-13
wx-50
wx-51
wx-52
wx-53
wx-54
wx-55
wx-56
wx-57
wx-58
wx-59
S
100'
0
100' INLAND WETLAND
UPLAND REVIEW AREA
75'
Approximate Limit
of Inland Wetlands
PR
PR
PR
PR
PR
PR
PR
PR
PR
PR
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
CC
CC
CC
CC
AG2
AG2
AG2
AG2
AG2
AG2
AG2
AG2
AG2
AG2
CC
65
PV
68
PH
JV
JV
47
PV
42
PH
12'
11.5'
1'
17.5'
18'
10'
18'
BASIN 120
BASIN 110
WATER QUALITY BASIN
TREES
QTY
BOTANICAL NAME
COMMON NAME
SIZE
CONT.
COMMENTS
AG
44
Acer rubrum 'October Glory' TM
October Glory Red Maple
3.0" Cal.
B&B
AG2
31
Amelanchier x grandiflora 'Autumn Brilliance'
Autumn Brilliance Apple Serviceberry
8`/10` HT.
B&B
MULTI-STEM
CB
42
Carpinus betulus `Fastigiata`
Pyramidal European Hornbean
2.5"-3.0" Cal.
B&B
FULL & DENSE
CC
14
Cornus florida 'Cherokee Chief'
Cherokee Chief Dogwood
2.5"-3.0" Cal.
B&B
JV
8
Juniperus virginiana
Eastern Red Cedar
7`/8` HT.
B&B
PR
19
Prunus x 'Kanzan'
Kanzan Flowering Cherry
2.5"-3.0" Cal.
B&B
ZG
49
Zelkova serrata 'Green Vase'
Green Vase Sawleaf Zelkova
3.0" Cal.
B&B
GRASSES
QTY
BOTANICAL NAME
COMMON NAME
SIZE
CONT.
COMMENTS
PV
112
Panicum virgatum `Haense Herms`
Haense Herms Switch Grass
---
#3
FULL & DENSE
PH
110
Panicum virgatum 'Heavy Metal'
Heavy Metal Switch Grass
---
#3
FULL & DENSE
PLANT SCHEDULE
NEW ENGLAND WETMIX (WETLAND SEED MIX)
13,711 sf
BY NEW ENGLAND WETLAND PLANTS
-
NEW ENGLAND EROSION CONTROL/RESTORATION MIX
36,758 sf
BY NEW ENGLAND WETLAND PLANTS
-
NEW ENGLAND WILDFLOWER MIX
70,431 sf
BY NEW ENGLAND WETLAND PLANTS
-
CONCEPT PLANT SCHEDULE
SHEET NAME
DATE
LA-2
PROJECT NO.
DESIGNED
VEH/BK
SCALE
DRAWN
VEH/BK
CHECKED
DLO
SEPTEMBER 20, 2021
5901-04
1"=40'
SITE PLAN - LAYOUT & LANDSCAPING
WATERFORD, CONNECTICUT
WATERFORD APARTMENT COMMUNITY
HARTFORD TURNPIKE
969 HARTFORD TURNPIKE
SHEET NO.
03 OF 18
DESCRIPTION
BY
DATE
0'
20'
40'
0
1/2"
1"
Copyright SLR International Corporation - 2021
S
W
N
E
99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
SLRCONSULTING.COM
FOUNDATION PLANTINGS:
SHADE PALETTE
BOTANICAL NAME
COMMON NAME
PLANTED HEIGHT
MATURE HT
MIX 'A'
CR
Clethra alnifolia `Ruby Spice`
Ruby Spice Clethra
30-36"
5'
SS
Schizachyrium scoparium `The Blues` Little Bluestem
18-24"
2-3'
VA
Vaccinium angustifolium
Lowbush Blueberry
6"
6-8"
CS
Carex pensylvanica
Pennsylvania Sedge
8"
12"
MIX 'B'
IS
Ilex glabra `Shamrock`
Inkberry
24-30"
4-5'
DP
Dennstaedtia punctilobula
Hay-scented Fern
12"
24-30"
GP
Gaultheria procumbens
Wintergreen
6"
6"
LB
Liriope spicata `Big Blue`
Creeping Lily Turf
8"
12-15"
SUN PALETTE
BOTANICAL NAME
COMMON NAME
PLANTED HEIGHT
MATURE HT
MIX 'A'
BG
Buxus x `Green Mountain`
Boxwood
24-30"
4-5'
SS
Schizachyrium scoparium `The Blues` Little Bluestem
18-24"
2-3'
RP
Rosa x `Pink Knockout`
Pink Knockout Rose
18-24"
3-4'
IL
Itea virginica `Little Henry`
Virginia Sweetspire
12-18"
2-3'
JB
Juniperus horizontalis `Bar Harbor`
Bar Harbor Creeping Juniper
6"
6"
MIX 'B'
JB2
Juniperus chinensis `Blue Point`
Blue Point Juniper
4-5'
8-10'
PH
Panicum virgatum `Heavy Metal`
Blue Switch Grass
24-30"
4-5'
IR
Ilex verticillata `Red Sprite`
Red Sprite Winterberry
18-24"
2-3'
NR
Nepeta faassenii 'Walkers Low'
Catmint
6-9"
18"
VA
Vaccinium angustifolium
Lowbush Blueberry
6"
6-8"
PATIO SCREENING
BOTANICAL NAME
COMMON NAME
PLANTED HEIGHT
MATURE HT
AC
Amelanchier canadensis
Shadblow Serviceberry Multitrunk 8`/10` HT.
15-20'
CF
Carpinus betulus 'Franz Fontaine'
Columnar Hornbeam
8`/10` HT.
30'
TI
Thuja x 'Green Giant'
Green Giant Arborvitae
8`/10` HT.
25'
MP
Myrica pensylvanica
Northern Bayberry
24-30"
6-10'
PC
Prunus x cistena
Purple Leaf Sand Cherry
24-30"
6-10'
VD
Viburnum dentatum `Arrowwood`
Arrowwood Viburnum
30-36'
6-10'
VA3
Viburnum trilobum
American Cranberrybush
30-36'
8-15'
PROPOSED FOUNDATION PLANT PALETTE
MATCHLINE SEE SHEET LA-1
PLANTING NOTES
1.
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.
2.
SEED ALL DISTURBED AREAS TO LAWN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE A 6" MINIMUM DEPTH OF SCREENED TOPSOIL, AS
SPECIFIED, FOR ALL LAWN AREAS. AS NOTED ON THE DETAILS, SUBGRADE BENEATH PROPOSED LAWN AREAS SHALL BE LOOSENED OR SCARIFIED TO A
MINIMUM DEPTH OF 24 INCHES.
3.
ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OF TOPSOIL.
4.
THE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OF SHREDDED BARK MULCH OVER ALL PLANTING BEDS AND TREE PLANTINGS. MULCHED PLANT BEDS
SHALL EXTEND 12" FURTHER THAN THE ADJACENT PLANTINGS. NO DYED MULCH.
5.
ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO AND AFTER PLANTING.
6.
PLANT SPECIES MAY BE ADJUSTED BASED ON AVAILABILITY AT TIME OF PLANTING. ALL PLANT MATERIAL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND
APPROVAL BY THE LANDSCAPE ARCHITECT.
7.
ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, TO INCLUDE PROMPT TREATMENT
OR REMOVAL AND REPLACEMENT OF ANY PLANTS FOUND TO BE IN AN UNHEALTHY CONDITION BY THE LANDSCAPE ARCHITECT. ALL REPLACEMENTS SHALL
BE OF THE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THE PLANT LIST.
8.
MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING AND SHALL CONTINUE UNTIL ACCEPTANCE BY THE  LANDSCAPE ARCHITECT AT THE END OF
THE WARRANTY PERIOD. MAINTENANCE SHALL INCLUDE WATERING, MULCHING, TIGHTENING & REPLACING OF GUYS, REPLACEMENT OF SICK OR DEAD
PLANTS, RESETTING PLANTS TO PROPER GRADE OR UPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS, AND ALL OTHER CARE NEEDED FOR PROPER
GROWTH OF THE PLANTS.
9.
WHERE A SIZE RANGE IS SPECIFIED AT LEAST 50% OF PLANTS PROVIDED SHALL BE OF THE LARGER SIZE.
10.
CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWING SEASON.
11.
TAKE NOTE TO PROTECT ROOT ZONES OF EXISTING TREES ROOT ZONES DURING CONSTRUCTION AS SHOWN ON PLANS.
1.
ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER.
2.
FOR DETAILED INFORMATION PERTAINING TO PROPOSED BUILDINGS REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS.
3.
IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIED INTO EXISTING ROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR
SHALL MATCH EXISTING LINE AND GRADE.
4.
THE CONTRACTOR IS REQUIRED TO PAINT ALL PAVEMENT MARKINGS SHOWN ON PLANS INCLUDING PARKING SPACE LINES, CROSSWALKS, HANDICAPPED
SYMBOLS, STOP BARS, AND ALL MARKINGS REQUIRED BY TOWN OF WATERFORD REGULATIONS.
5.
ALL PARKING SPACE LINES TO BE STRIPED WITH 4" WIDE, WHITE, NON-REFLECTIVE PAINT.
6.
PROVIDE 12" WIDE WHITE PAINTED STOP BAR AT ALL STOP SIGN LOCATIONS.
7.
ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ANSI STANDARDS OR TOWN OF WATERFORD SITE PLAN STANDARDS, WHICHEVER IS MORE
RESTRICTIVE.
8.
A CONNDOT HIGHWAY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK WITHIN THE STATE RIGHT-OF-WAY.
LAYOUT NOTES

DH
DH
DH
IPIN
CHD
Mon
N/F
Stonington Partners, LLC
N/F
Richard T. Morgan
N/F
Hendels Hartford Road, LLC
Drainage R.O.W.
In Favor of
The State of Connecticut
(See Note 5A)
Billboard
Approximate Limit
of Inland Wetlands
w
DCCB
T.G.=108.08
INV.=105.2(NW)
INV.=105.2(SE)
INV.=104.8(SW)
STORM MH
T F
113 41
15" CMP
6" SLCPP
CP
110
100' INLAND WETLAND UPLAND REVIEW AREA
100' INLAND WETLAND UPLAND REVIEW AREA
ONE STORY
CLUBHOUSE
6,500 SF
BUILDING 1
4/3 SPLIT
(44 UNITS)
BUILDING 2
4/3 SPLIT
(44 UNITS)
BUILDING 4
4 STORY
(43 UNITS)
BUILDING 5
4 STORY
(43 UNITS)
BUILDING 3
4 STORY
(34 UNITS)
BUILDING 6
3/4 SPLIT
(38 UNITS)
BUILDING 7
3/4 SPLIT
(38 UNITS)
13 GARAGE SPACES
13 GARAGE SPACES
13 GARAGE SPACES
13 GARAGE SPACES
10 GARAGE SPACES
9 GARAGE SPACES
9 GARAGE SPACES
9 GARAGE SPACES
PLAY
SCAPE
POOL
RECYCLING
178.5
178.5
172.0
FF=175.5
FF=170.5
W/O=160.5
FF=179.0
FF=177.0
FF=181.5
FF=171.5
FF=187.5
FF=177.5
160.5
W/O=160.5
FF=170.5
169.0
169.6
169.0
169.0
168.7
173.6
173.6
174.6
173.9
174.3
174.0
TC 175.50
BC 175.00
TC 173.15
BC 172.65
171.5
169.5
TC 173.20
BC 172.70
TC 171.50
BC 171.00
172.5
175.5
175.6
175.7
175.3
174.2
173.2
173.0
175.0
173.0
173.0
173.0
173.0
173.5
175.0
171.8
169.5
170.4
169.7
169.0
169.0
171.6
172.6
173.0
TC 168.60
BC 168.10
171.5
172.0
175.3
177.8
178.9
177.5
177.5
175.6
164
164
174
174
170
170
172
174
168
172
170
174
176
176
178
178
176
146
152
158
168
176
184
190
196
202
178
184
190
180
184
164
168
172
170
164
176
164
174
166
178
178
174
178
174
174.3
173.7
176.4
175.8
175.5
175.5
177.0
175.8
175.1
175.3
176.1
175.1
175.8
160.5
172.9
175.8
171.5
172.5
173.5
174.7
173.5
169.0
170.5
170.5
169.0
160.5
160.5
160.5
170.3
170.8
171.1
171.1
180.0
184.5
186.0
185.5
184.5
178.5
172
174
173.5
174.8
174.8
161.5
170.5
170.5
177.0
179.0
179.0
177.5
177.5
171.5
FF=172.0
170
170
172
174
176
174
172
172
158
174
172
159
164
164
161
158.5
170
172
174
175.5 175.5
167.0
166.5
166.3
176
174
162
166
164
162
164
154
166
15
168
166
170
174
174
172
170
174
174
160
174
170
168
166
162
172
172
170
170
168
168
162
176
188
192
174
160
165.0
165.0
165.0
WATER QUALITY
BASIN 1
STORMWATER
BASIN 130
WATER QUALITY
BASIN 2
WATER QUALITY
BASIN 4
WATER
QUALITY
BASIN 5
WATER QUALITY
BASIN 3
SHEET NAME
DATE
GR-1
PROJECT NO.
DESIGNED
VEH
SCALE
DRAWN
VEH
CHECKED
DLO
SEPTEMBER 20, 2021
5901-04
1"=40'
SITE PLAN - GRADING
WATERFORD, CONNECTICUT
WATERFORD APARTMENT COMMUNITY
HARTFORD TURNPIKE
969 HARTFORD TURNPIKE
SHEET NO.
04 OF 18
DESCRIPTION
BY
DATE
0'
20'
40'
0
1/2"
1"
Copyright SLR International Corporation - 2021
S
W
N
E
99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
SLRCONSULTING.COM
MATCHLINE SEE SHEET GR-2

CHD
Mon
IPIN
w/P
CHD
Mon
HARTFORD  TURNPIKE  (ROUTE 85)
CROSS   ROAD
Conc
Headwall
Approx. Slope Limits
(See Note 5A)
wr1
wr2
wr3
wr4
wr5
wr6
wr7
wr8
wr9
wr10
wr11
wr12
wr13
wr14
wr15
wr16
wr17
wr18
wr19
wr20
wr21
wr23
wr24
wr25
wr26
wr27
wx106
wx1
wx1
wx114
wx115
wx116
wx117
wx-5
wx-6
wx-7
wx-8
wx-9
wx-10
wx-11
wx-12
wx-13
wx-50
wx-51
wx-52
wx-53
wx-54
wx-55
wx-56
wx-57
wx-58
wx-59
CCB
T.G.=119.94
INV.=112.2(SW)
DCCB
T.G.=120.56
INV.=112.0(NE)
INV.=110.3(SW)
CCB
T.G.=115.01
INV.=113.1(N)
12" RCP
12" FES
INV.=113.0
15" FES
INV.=99.0
18" RCP
18" RCP
S
SAN MH
T.F.=114.51
INV.=102.6(NE)
INV.=102.6(SW)
12" PVC
12" PVC
116
118
114
112
100' INLAND WETLAND
UPLAND REVIEW AREA
Approximate Limit
of Inland Wetlands
116
118
120
122
126
130
122
124
120
142
146
150
112
115.5
139.5
139.5
115.5
156
154
156
4
153
109
110
112
112
120
130
114
109
160
158
156
154
152
150
148
146
144
142
140
138
136
134
132
130
128
126
124
122
120
118
116
114
154
146
142
138
134
130
126
122
150
154
124
136
116
150
146
142
110.5
111
123.0
118
114
140
STORMWATER
BASIN 110
STORMWATER
BASIN 120
WATER QUALITY
BASIN 6
SHEET NAME
DATE
GR-2
PROJECT NO.
DESIGNED
VEH
SCALE
DRAWN
VEH
CHECKED
DLO
SEPTEMBER 20, 2021
5901-04
1"=40'
SITE PLAN - GRADING
WATERFORD, CONNECTICUT
WATERFORD APARTMENT COMMUNITY
HARTFORD TURNPIKE
969 HARTFORD TURNPIKE
SHEET NO.
05 OF 18
DESCRIPTION
BY
DATE
0'
20'
40'
0
1/2"
1"
Copyright SLR International Corporation - 2021
S
W
N
E
99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
SLRCONSULTING.COM
MATCHLINE SEE SHEET GR-1

DH
DH
DH
IPIN
CHD
Mon
Drainage R.O.W.
In Favor of
The State of Connecticut
(See Note 5A)
Billboard
Approximate Limit
of Inland Wetlands
w
DCCB
T.G.=108.08
INV.=105.2(NW)
INV.=105.2(SE)
INV.=104.8(SW)
STORM MH
T F
113 41
15" CMP
6" SLCPP
CP
110
100' INLAND WETLAND UPLAND REVIEW AREA
100' INLAND WETLAND UPLAND REVIEW AREA
FF=175.5
FF=170.5
W/O=160.5
FF=179.0
FF=177.0
FF=181.5
FF=171.5
FF=187.5
FF=177.5
W/O=160.5
FF=170.5
164
164
174
174
170
170
172
174
168
172
170
174
176
176
178
178
176
146
152
158
168
176
184
190
196
202
178
184
190
180
184
164
168
172
170
164
176
164
174
166
178
178
174
178
174
172
174
FF=172.0
170
170
172
174
176
174
172
172
158
174
172
159
164
164
161
170
172
174
176
174
162
166
164
162
164
154
166
15
168
166
170
174
174
172
170
174
174
160
174
170
168
166
162
172
172
170
170
168
168
162
176
188
192
174
160
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
MH 16
T.F.=177.90
INV.=170.25(S)
INV.=170.50(E)
INV.=170.50(NW)
CCB 17
T.F.=176.00
INV.=172.60(SE)
CLCB 38
T.F.=175.00
INV.=166.00(NE)
INV.=166.00(W)
CLCB 23
T.F.=175.10
INV.=171.70(E)
CLCB 23.1
T.F.=174.90
INV.=171.40(N)
OCS 140
T.F.=174.80
INV.=166.70(SW)
INV.=166.70(N)
OVFW RG 2
15" RISER HDPE WITH DOME GRATE
T.F.=175.20
INV.=171.00(W)
CCB 21
T.F.=173.60
INV.=168.25(NE)
INV.=168.00(SE)
CLCB 37
T.F.=173.20
INV.=165.20(S)
INV.=165.20(E)
CCB 14
T.F.=172.70
INV.=166.20(NE)
INV.=166.20(SE)
INV.=166.45(NW)
CCB 36.1
T.F.=172.50
INV.=169.00(SW)
OCS RG 3
15" RISER HDPE WITH DOME GRATE
T.F.=173.00
INV.=169.00(SW)
DBLCLCB 36
T.F.=171.50
INV.=164.40(N)
INV.=164.40(NE)
INV.=164.20(S)
CCB 10.4
T.F.=171.60
INV.=168.10(NW)
CASCADE CS-4 (MH 31)
T.F.=170.10
INV.=159.30(N)
INV.=159.30(SW)
DBLCCB 13
T.F.=169.80
INV.=165.80(NW)
INV.=166.50(NE)
INV.=165.80(S)
OVFW RG 1
24" RISER HDPE WITH DOME GRATE
T.F.=171.50
INV.=167.00(SE)
CCB 32
T.F.=169.40
INV.=160.50(NW)
INV.=160.50(S)
CCB 35
T.F.=169.70
INV.=163.50(N)
INV.=163.50(S)
INV.=164.00(NE)
CCB 33
T.F.=169.90
INV.=162.00(SE)
INV.=162.50(W)
DBLCCB 34
T.F.=169.00
INV.=163.25(N)
INV.=163.25(E)
CCB 10.3
T.F.=168.80
INV.=165.20(S)
INV.=165.45(SE)
CCB 130.1-4' SUMP AND HOOD
T.F.=168.10
INV.=162.00(E)
INV.=164.50(SW)
CCB 12
T.F.=167.80
INV.=163.50(N)
INV.=157.00(S)
INV.=157.25(E)
CCB 10.2
T.F.=167.40
INV.=163.95(N)
INV.=163.70(SE)
CCB 12.1
T.F.=167.80
INV.=158.50(W)
INV.=158.50(E)
CCB 10.1
T.F.=165.90
INV.=160.50(NW)
INV.=154.75(E)
INV.=155.25(NE)
CCB 11
T.F.=161.80
INV.=153.00(N)
INV.=152.50(SW)
CCB 10-5' dia
T.F.=161.70
INV.=151.00(NE)
INV.=151.00(SE)
INV.=151.00(W)
OVRW RG 4
18" RIDER HDPE WITH DOME GRATE
T.F.=163.30
INV.=160.30(N)
OCS 130
FES 130
T.F.=161.36
INV.=161.00(W)
FES 130.1
INV.=159.0
SAN MH 9
T.F.=178.40
INV.=167.70(NW)
INV.=167.60(S)
SAN MH 10
T.F.=177.00
INV.=170.20(SE)
SAN MH 8
T.F.=176.10
INV.=164.90(N)
INV.=164.80(S)
SAN MH 11
T.F.=174.60
INV.=166.80(SE)
SAN MH 7
T.F.=172.90
INV.=163.90(N)
INV.=163.80(S)
INV.=163.90(NW)
SAN MH 12
T.F.=172.50
INV.=164.60(NW)
INV.=164.50(S)
SAN MH 13
T.F.=172.00
INV.=165.50(N)
INV.=165.40(SE)
SAN MH 14
T.F.=170.10
INV.=165.90(S)
SAN MH 6
T.F.=167.00
INV.=162.00(N)
INV.=161.90(S)
SAN MH 5
T.F.=162.20
INV.=157.00(N)
INV.=156.90(SW)
TP7
TP8
TP10
TP11
TP12
TP13
TP14
TP15
TP16
TP17
TP18
TP19
TP20
142'-15" HDPE
S=0.56%
117'-12" HDPE
S=1.45%
42'-24" HDPE
S=3.57%
143'-15" HDPE
S=0.87%
286'-18" HDPE
S=1.12%
92'-24" HDPE
S=4.08%
33'-15" HDPE
S=3.03%
57'-18" HDPE
S=2.19%
27'-12" HDPE
S=5.56%
109'-18" HDPE
S=3.67%
117'-12" HDPE
S=1.20%
12'-15" HDPE
S=1.67%
55'-15" HDPE
S=8.36%
183'-18" HDPE
S=1.26%
72'-12" HDPE
S=1.04%
17'-12" HDPE
S=1.76%
130'-12" HDPE
S=1.62%
135'-15" HDPE
S=0.59%
126'-18" HDPE
S=0.56%
66'-24" HDPE
S=1.14%
75'-18" HDPE
S=0.67%
78'-18" HDPE
S=0.51%
99'-15" HDPE
S=1.57%
297'-24" HDPE
S=0.51%
95'-24" HDPE
S=1.26%
67'-12" HDPE
S=3.96%
47'-24" HDPE
S=0.64%
56'-15" HDPE
S=2.23%
58'-18" HDPE
S=0.43%
26'-15" HDPE
S=1.92%
3'-18" HDPE
S=3.33%
3'-18" HDPE
S=3.33%
170'-8" PVC
S=1.47%
270'-8" PVC
S=0.67%
100'-8" PVC
S=4.90%
116'-8" PVC
S=5.43%
66'-8" PVC
S=0.61%
136'-8" PVC
S=0.59%
203'-8" PVC
S=4.73%
170'-8" PVC
S=1.71%
244'-8" PVC
S=1.11%
70'-8" PVC
S=1.29%
6" SEWER SERVICE LATERAL (TYP.)
S=2.08% MIN.
WATER SERVICE LATERAL
(TYP.)
FIRE HYDRANT
(TYP. OF 4)
MH 12.2
T.F.=166.80
INV.=160.00(S)
INV.=160.00(W)
INV.=160.00(E)
YD 12.3
T.F.=167.00
INV.=164.00(W)
CDS 2015-4-C (140)
T.F.=177.90
INV.=170.00(S)
INV.=169.75(N)
INV.=170.00(W)
INV.=169.50(E)
YD 13.1
T.F.=171.90
INV.=168.20(SW)
86'-12" HDPE
S=1.98%
88'-15" HDPE
S=1.70%
51'-12" HDPE
S=7.84%
99'-15" HDPE
S=0.81%
80'-15" HDPE
S=0.87%
YD 38.2
T.F.=172.30
INV.=167.50(SW)
MH 38.1
T.F.=174.00
INV.=166.80(SW)
INV.=166.80(NW)
INV.=166.80(NE)
90'-12" HDPE
S=5.56%
CCB 35.1
T.F.=173.70
INV.=169.00(SW)
YD 17.2
T.F.=180.70
INV.=177.00(N)
YD 17.1
T.F.=174.50
INV.=172.25(W)
INV.=172.25(S)
52'-12" HDPE
S=9.13%
94'-12" HDPE
S=1.86%
8-INCH HDPE
S=0.5% MIN.
10-INCH HDPE
S=0.5% MIN.
12-INCH HDPE
S=0.5% MIN.
10-INCH HDPE
S=0.5% MIN.
12-INCH HDPE
S=0.5% MIN.
10-INCH HDPE
S=0.5% MIN.
10-INCH HDPE
S=0.5% MIN.
12-INCH HDPE
S=0.5% MIN.
12-INCH HDPE
S=0.5% MIN.
10-INCH HDPE
S=0.5% MIN.
10-INCH HDPE
S=0.5% MIN.
6" PERFORATED
UNDERDRAIN W/
CLEANOUT (TYP.)
STORMWATER BASIN 140
120-4'HX8'X8' OPEN BOTTOM RETAIN-IT MODULES
BOTTOM OF STONE = 166.3
BOTTOM OF STRUCTURE = 166.8
INSIDE TOP = 170.8
OUTSIDE TOP = 171.5
WATER QUALITY
BASIN 1
STORMWATER
BASIN 130
WATER QUALITY
BASIN 2
WATER QUALITY
BASIN 3
WATER QUALITY
BASIN 5
WATER QUALITY
BASIN 4
GRAPHIC DEPICTION OF WATER MAIN
GRAPHIC DEPICTION OF GAS MAIN
SHEET NAME
DATE
UT-1
PROJECT NO.
DESIGNED
VEH
SCALE
DRAWN
VEH
CHECKED
DLO
SEPTEMBER 20, 2021
5901-04
1"=40'
SITE PLAN - UTILITIES
WATERFORD, CONNECTICUT
WATERFORD APARTMENT COMMUNITY
HARTFORD TURNPIKE
969 HARTFORD TURNPIKE
SHEET NO.
06 OF 18
DESCRIPTION
BY
DATE
0'
20'
40'
0
1/2"
1"
Copyright SLR International Corporation - 2021
S
W
N
E
99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
SLRCONSULTING.COM
MATCHLINE SEE SHEET UT-2

CHD
Mon
IPIN
w/P
CHD
Mon
HARTFORD  TURNPIKE  (ROUTE 85)
CROSS   ROAD
Conc
Headwall
Approx. Slope Limits
(See Note 5A)
Ledge
wr1
wr2
wr3
wr4
wr5
wr6
wr7
wr8
wr9
wr10
wr11
wr12
wr13
wr14
wr15
wr16
wr17
wr18
wr19
wr20
wr21
wr23
wr24
wr25
wr26
wr27
wx106
wx1
wx1
wx114
wx115
wx116
wx117
wx-5
wx-6
wx-7
wx-8
wx-9
wx-10
wx-11
wx-12
wx-13
wx-50
wx-51
wx-52
wx-53
wx-54
wx-55
wx-56
wx-57
wx-58
wx-59
Ledge
CCB
T.G.=119.94
INV.=112.2(SW)
DCCB
T.G.=120.56
INV.=112.0(NE)
INV.=110.3(SW)
CCB
T.G.=115.01
INV.=113.1(N)
12" RCP
12" FES
INV.=113.0
15" FES
INV.=99.0
18" RCP
18" RCP
S
SAN MH
T.F.=114.51
INV.=102.6(NE)
INV.=102.6(SW)
12" PVC
12" PVC
116
118
114
112
100' INLAND WETLAND
UPLAND REVIEW AREA
Approximate Limit
of Inland Wetlands
116
118
120
122
126
130
122
124
120
142
146
150
112
156
154
156
4
153
109
110
112
112
120
130
114
109
160
158
156
154
152
150
148
146
144
142
140
138
136
134
132
130
128
126
124
122
120
118
116
114
154
146
142
138
134
130
126
122
150
154
124
136
116
150
146
142
111
118
114
140
E
E
E
E
E
E
E
E
E
E
CDS 2020-5-C W/ GRATE TOP (CCB 9 )
T.F.=153.00
INV.=146.50(NE)
INV.=145.00(SW)
INV.=145.50(NW)
CCB 9.1
T.F.=153.00
INV.=149.60(SW)
CCB 6-4' SUMP
T.F.=126.70
INV.=121.50(NE)
INV.=121.50(SE)
CCB 7-4' SUMP
T.F.=126.80
INV.=122.00(SW)
INV.=122.50(N)
CCB 2-4' SUMP AND HOOD
T.F.=116.40
INV.=113.00(N)
INV.=113.00(SW)
CCB 3-4' SUMP AND HOOD
T.F.=116.40
INV.=113.35(S)
OCS 120
OCS 110
FES 120.2
INV.=142.0
FES 110
T.F.=121.71
INV.=119.50(NW)
FES 100
INV.=112.0
SAN MH 4
T.F.=156.90
INV.=150.60(NE)
INV.=150.50(S)
INV.=150.60(N)
SAN MH 3A
T.F.=126.70
INV.=118.50(N)
INV.=118.40(S)
SAN MH 2
T.F.=129.00
INV.=116.90(N)
INV.=112.50(S)
EXSAN MH 1
T.F.=114.51
INV.=102.90(N)
ENDWALL
INV.=117.0(N)
TP1
TP2
TP3
TP4
TP5
TP6
112'-24" HDPE
S=4.91%
42'-12" HDPE
S=7.38%
42'-30" HDPE
S=7.14%
42'-30" HDPE
S=1.19%
68'-30" HDPE
S=2.94%
39'-12" HDPE
S=0.90%
91'-12" HDPE
S=0.88%
58'-18" HDPE
S=10.34%
82'-30" HDPE
S=0.61%
7'-12" HDPE
S=2.86%
57'-15" HDPE
S=6.14%
114'-8" PVC
S=10.09%
90'-8" PVC
S=1.67%
98'-8" PVC
S=9.80%
119'-8" PVC
S=1.76%
CONNECT TO
EXISTING 12" WATER
MAIN
FES 120.1
INV.=142.5
OVFW RG 5
18" RISER HDPE WITH DOME GRATE
T.F.=154.700
CONTRACTOR TO COORDINATE
CONSTRUCTION OF GAS MAIN
WITH EVERSOURCE
28'-24" HDPE
S=10.54%
MH 7.1
T.F.=138.00
INV.=131.50(N)
INV.=125.45(S)
15-INCH HDPE
S=0.5% MIN.
6" PERFORATED
UNDERDRAIN W/
CLEANOUT (TYP.)
6" PERFORATED
UNDERDRAIN W/
CLEANOUT (TYP.)
EMERGENCY RIPRAP
SPILLWAY
CREST ELEV.=123.0
- SEE DETAIL
RIPRAP FILTER BERM
(TYP.)
RIPRAP OVERFLOW SPILLWAY
CREST ELEV.=110.5
- SEE DETAIL
STORMWATER
BASIN 110
STORMWATER
BASIN 120
WATER QUALITY
BASIN 6
GRAPHIC DEPICTION OF WATER MAIN
GRAPHIC DEPICTION OF GAS MAIN
SHEET NAME
DATE
UT-2
PROJECT NO.
DESIGNED
VEH
SCALE
DRAWN
VEH
CHECKED
DLO
SEPTEMBER 20, 2021
5901-04
1"=40'
SITE PLAN - UTILITIES
WATERFORD, CONNECTICUT
WATERFORD APARTMENT COMMUNITY
HARTFORD TURNPIKE
969 HARTFORD TURNPIKE
SHEET NO.
07 OF 18
DESCRIPTION
BY
DATE
0'
20'
40'
0
1/2"
1"
Copyright SLR International Corporation - 2021
99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
SLRCONSULTING.COM
S
W
N
E
MATCHLINE SEE SHEET UT-1
STORMWATER MANAGEMENT OPERATION AND MAINTENANCE PLAN
1. RECOMMENDED FREQUENCY OF SERVICE:
AS FURTHER DEFINED BELOW, ALL STORMWATER COMPONENTS SHOULD BE CHECKED ON A PERIODIC BASIS AND KEPT IN FULL WORKING ORDER.
ULTIMATELY, THE REQUIRED FREQUENCY OF INSPECTION AND SERVICE WILL DEPEND ON RUNOFF QUANTITIES, POLLUTANT LOADING, AND CLOGGING
DUE TO DEBRIS. AT A MINIMUM, WE RECOMMEND THAT ALL STORMWATER COMPONENTS BE INSPECTED AND SERVICED TWICE PER YEAR, ONCE
BEFORE WINTER BEGINS AND ONCE DURING SPRING CLEANUP.
2. QUALIFIED INSPECTOR:
THE INSPECTIONS MUST BE COMPLETED BY AN INDIVIDUAL EXPERIENCED IN THE CONSTRUCTION AND MAINTENANCE OF STORMWATER DRAINAGE
SYSTEMS. ONCE EVERY FIVE YEARS THE INSPECTIONS MUST BE COMPLETED BY A PROFESSIONAL ENGINEER.
3. SERVICE PROCEDURES:
1. CATCH BASINS & DRAINAGE INLETS:
a. CATCH BASINS AND DRAINAGE INLETS SHALL BE COMPLETELY CLEANED OF ACCUMULATED DEBRIS AND SEDIMENTS AT THE COMPLETION OF
CONSTRUCTION.
b. FOR THE FIRST YEAR, CATCH BASINS AND DRAINAGE INLETS SHALL BE INSPECTED ON A QUARTERLY BASIS.
c. ANY ACCUMULATED DEBRIS WITHIN THE CATCH BASINS/INLETS SHALL BE REMOVED AND ANY REPAIRS AS REQUIRED.
d.FROM THE SECOND YEAR ONWARD, VISUAL INSPECTIONS SHALL OCCUR TWICE PER YEAR, ONCE IN THE SPRING AND ONCE IN THE FALL,
AFTER FALL CLEANUP OF LEAVES HAS OCCURRED.
e. ACCUMULATED DEBRIS WITHIN THE CATCH BASINS/INLETS SHALL BE REMOVED AND REPAIRS MADE AS REQUIRED.
f. ACCUMULATED SEDIMENTS SHALL BE REMOVED AT WHICH TIME THEY ARE WITHIN 12 INCHES OF THE INVERT OF THE OUTLET PIPE.
g. ANY ADDITIONAL MAINTENANCE REQUIRED PER THE MANUFACTURER'S SPECIFICATIONS SHALL ALSO BE COMPLETED.
2. STORM DRAINAGE PIPING AND MANHOLES:
a. ALL STORM DRAINAGE PIPING SHALL BE COMPLETELY FLUSHED OF DEBRIS AND ACCUMULATED SEDIMENT AT THE COMPLETION OF
CONSTRUCTION.
b. MANHOLES SHALL BE INSPECTED AND REPAIRED ON AN ANNUAL BASIS.
c. UNLESS SYSTEM PERFORMANCE INDICATES DEGRADATION OF PIPING, COMPREHENSIVE VIDEO INSPECTION OF STORM DRAINAGE PIPING
SHALL OCCUR ONCE EVERY TEN YEARS.
d. ANY ADDITIONAL MAINTENANCE REQUIRED PER THE MANUFACTURER'S SPECIFICATIONS SHALL ALSO BE COMPLETED.
3. STORMWATER BASINS:
a. MOWING: THE UPPER STAGE, SIDE SLOPES, AND EMBANKMENT OF STORMWATER POND MUST BE MOWED AT LEAST ONCE PER YEAR TO
DISCOURAGE WOODY GROWTH AND CONTROL WEEDS.
          b. INSPECTIONS: BASIN SHOULD BE INSPECTED TWICE PER YEAR(SPRING AND FALL) TO ENSURE THAT THE STRUCTURE
OPERATES IN THE MANNER ORIGINALLY INTENDED. WHEN POSSIBLE, INSPECTIONS SHOULD BE CONDUCTED DURING WET
WEATHER TO DETERMINE IF THE BASIN IS MEETING THE TARGETED DETENTION TIMES PER APPROVED DESIGN. IN
PARTICULAR, THE OUTLET CONTROL DEVICE SHOULD BE REGULARLY INSPECTED FOR EVIDENCE OF CLOGGING OR,
CONVERSELY, FOR TOO RAPID A RELEASE, AND THE FLOW PATH SHOULD BE CHECKED FOR EROSION PROBLEMS. OTHER
PROBLEMS THAT SHOULD BE CHECKED FOR INCLUDE SUBSIDENCE, OUTLET WATER TURBIDITY, BANK/BED/OUTLET EROSION,
CRACKING, OR TREE GROWTH ON THE EMBANKMENT; THE ACCUMULATION OF SEDIMENT AROUND THE OUTLET; THE
ADEQUACY OF UPSTREAM/DOWNSTREAM CHANNEL EROSION CONTROL MEASURES; AND MODIFICATIONS TO THE BASIN OR ITS
CONTRIBUTING WATERSHED THAT MAY INFLUENCE BASIN PERFORMANCE. INSPECTIONS SHOULD BE CARRIED OUT WITH
DESIGN PLANS IN HAND.
c. DEBRIS AND LITTER REMOVAL: DEBRIS AND LITTER WILL ACCUMULATE NEAR THE OUTLET CONTROL DEVICEAND SHOULD BE
REMOVED DURING REGULAR INSPECTION AND/OR MOWING OPERATIONS. PARTICULAR ATTENTION SHOULD BE PAID TO
FLOATABLE DEBRIS THAT COULD EVENTUALLY CLOG THE CONTROL DEVICE OR RISER.
  d. SEDIMENT REMOVAL: WHEN PROPERLY DESIGNED, DETENTION/WATER QUALITY BASINS WILL ACCUMULATE SEDIMENT OVER  
TIME. HOWEVER, MOST OF THE SEDIMENT WILL BE TRAPPED IN THE WATER QUALITY UNITS AND CATCH BASIN SUMP UNITS
BEFORE REACHING THE BASIN. THE REMAINDER WILL ACCUMULATE IN THE STORMWATER POND. ACCUMULATED SEDIMENT
MUST BE REMOVED FROM THE BASIN EVERY 5 YEARS, AFTER ONE HALF (15"±) OF THE SEDIMENT STORAGE CAPACITY IN THE
FOREBAY HAS BEEN FILLED, AFTER 4 INCHES OF SEDIMENT HAS ACCUMULATED IN THE MAIN PORTION OF THE BASIN, OR
WHEN SIGNIFICANT ALGAL GROWTH IS OBSERVED. A PERMANENT MEASURING DEVICE SHALL BE INSTALLED IN THE MIDDLE OF
THE FOREBAY AND IN THE MAIN PORTION OF THE BASIN. THE MARKER SHALL DELINEATE INCHES UP FROM THE BOTTOM OF
THE BASIN SO THE DEPTH OF SEDIMENT CAN EASILY BE MEASURED. MORE FREQUENT SPOT CLEANOUTS MAY BE NEEDED
AROUND THE OUTLET CONTROL DEVICE OR THE SEDIMENT FOREBAY.
SEDIMENT REMOVAL OPERATIONS ARE RELATIVELY SIMPLE. FRONT-END LOADERS, BACKHOES, OR VACUUM TRUCKS CAN BE
USED TO REMOVE THE ACCUMULATED SEDIMENT FOLLOWED BY MANUAL REMOVAL OF SEDIMENT DEPOSITED AROUND THE
OUTLET CONTROL DEVICE. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED OFF-SITE LOCATION IN ACCORDANCE
WITH TOWN AND STATE REQUIREMENTS. THE DISTURBED AREA SHOULD BE IMMEDIATELY SEEDED WITH APPROPRIATE GRASS
SEED AND MULCHED WITH HAY AFTER REMOVAL OPERATIONS ARE COMPLETED TO PREVENT THE OUTLET CONTROL DEVICE
FROM CLOGGING.
4. STORMWATER CONTROL STRUCTURES:
a. ALL CONTROL STRUCTURES (ORIFICE, WEIR, ETC.) SHALL BE COMPLETELY CLEANED OF ACCUMULATED DEBRIS AND SEDIMENTS AT THE
COMPLETION OF CONSTRUCTION. ANY REPAIRS SHALL BE PERFORMED.
b. FOR THE FIRST YEAR, CONTROL STRUCTURES (ORIFICE, WEIR, ETC.) SHALL BE INSPECTED ON A QUARTERLY BASIS.
c. ANY ACCUMULATED DEBRIS SHALL BE REMOVED AND ANY REPAIRS MADE TO THE CONTROL STRUCTURES (ORIFICE, WEIR, ETC.) AS
REQUIRED.
d.FROM THE SECOND YEAR ONWARD, VISUAL INSPECTIONS SHALL OCCUR TWICE PER YEAR, ONCE IN THE SPRING AND ONCE IN THE FALL,
AFTER FALL CLEANUP OF LEAVES HAS OCCURRED.
e. ACCUMULATED DEBRIS SHALL BE REMOVED AND REPAIRS MADE AS REQUIRED.
5. WATER QUALITY UNITS:
a. WATER QUALITY UNITS SHALL BE COMPLETELY CLEANED OF ACCUMULATED DEBRIS AND SEDIMENTS AT THE COMPLETION OF
CONSTRUCTION.
b. FOR THE FIRST YEAR, THE HYDRODYNAMIC SEPARATOR SHALL BE INSPECTED ON A QUARTERLY BASIS.
c. ANY ACCUMULATED DEBRIS WITHIN THE HYDRODYNAMIC SEPARATOR SHALL BE REMOVED AND ANY REPAIRS MADE TO THE UNIT AS
REQUIRED.
d.FROM THE SECOND YEAR ONWARD, VISUAL INSPECTION SHALL OCCUR TWICE PER YEAR, ONCE IN THE SPRING AND ONCE IN THE FALL, AFTER
FALL CLEANUP OF LEAVES HAS OCCURRED.
e. ACCUMULATED DEBRIS WITHIN THE UNIT SHALL BE REMOVED AND REPAIRS MADE AS REQUIRED.
f. ACCUMULATED SEDIMENTS SHALL BE REMOVED AT WHICH TIME THEY ARE WITHIN 12 INCHES OF THE INVERT OF THE OUTLET PIPE.
g. ALL INLETS, OUTLETS AND COMPONENTS OF THE UNIT SHALL BE INSPECTED AND CLEARED OF DEBRIS. ANY REPAIRS SHALL BE PERFORMED.
h. ANY ADDITIONAL MAINTENANCE REQUIRED PER THE MANUFACTURER'S SPECIFICATIONS SHALL ALSO BE COMPLETED.
6. DRAINAGE OUTFALLS/SPLASH PADS/SCOUR HOLES:
a. ALL OUTFALLS SHALL BE COMPLETELY CLEANED OF ACCUMULATED DEBRIS AND SEDIMENTS AT THE COMPLETION OF CONSTRUCTION. ANY
REPAIRS TO OUTLET PROTECTION MATERIAL (RIP RAP) SHALL BE PERFORMED.
b. FOR THE FIRST YEAR, OUTFALLS SHALL BE INSPECTED ON A QUARTERLY BASIS.
c. ANY ACCUMULATED DEBRIS SHALL BE REMOVED AND ANY REPAIRS MADE TO THE OUTFALLS AS REQUIRED.
d.FROM THE SECOND YEAR ONWARD, VISUAL INSPECTIONS SHALL OCCUR TWICE PER YEAR, ONCE IN THE SPRING AND ONCE IN THE FALL,
AFTER FALL CLEANUP OF LEAVES HAS OCCURRED.
e. ACCUMULATED DEBRIS SHALL BE REMOVED AND REPAIRS MADE AS REQUIRED.
f. ANY EROSION SHALL BE PROMPTLY REPAIRED AND THE CAUSE OF THE EROSION SHALL BE IDENTIFIED AND CORRECTED.
g. ANY ADDITIONAL MAINTENANCE REQUIRED PER THE MANUFACTURER'S SPECIFICATIONS SHALL ALSO BE COMPLETED.
7. WATER QUALITY BASINS:
a. WATER QUALITY BASINS SHALL BE CLEANED OF DEBRIS AND SEDIMENTS UPON THE COMPLETION OF CONSTRUCTION. THE BASIN  SHALL BE
VISUALLY INSPECTED ON A MONTHLY BASIS FOR THE FIRST 6 MONTHS. ANY EROSION SHALL BE PROMPTLY REPAIRED AND THE CAUSE OF THE
PROBLEM SHALL BE IDENTIFIED AND CORRECTED. MONTHLY INSPECTIONS SHALL CONTINUE UNTIL SUCCESSFUL OPERATION OF THE SYSTEM
IS CONFIRMED.
b. THE BASIN SHALL NOT BE MOWED MORE THAN TWICE DURING THE GROWING SEASON, PREFERABLY ONLY IN LATE OCTOBER. MORE
FREQUENT MOWING WILL ELIMINATE NATIVE FORBS AND SEDGES FROM THE MEADOW COVER.
c. ALL DEAD PLANTS  SHALL BE REPLACED AND ANY NECESSARY PRUNING OF VEGETATION SHALL BE COMPLETED.
d. THE SURFACE OF THESE STRUCTURES SHALL BE INSPECTED ON A QUARTERLY BASIS AFTER THE FIRST SIX MONTHS OF SUCCESSFUL
OPERATION AND AFTER HEAVY RUNOFF EVENTS (E.G. >3.0” IN A 24-HOUR PERIOD). ONE INSPECTION SHALL OCCUR IMMEDIATELY
FOLLOWING THE COMPLETION OF WINTER SANDING AND SUBSEQUENT SWEEPING OPERATIONS, AND ONE SHALL OCCUR JUST PRIOR TO
THE WINTER SEASON. ANY ACCUMULATED DEBRIS AND SEDIMENTS SHALL BE REMOVED.
8. UNDERGROUND DETENTION SYSTEMS:
a.UNDERGROUND DETENTION SYSTEMS SHALL BE INSPECTED QUARTERLY AND SEDIMENT SHALL BE  REMOVED AS NEEDED TO  ENSURE PROPER
   FUNCTIONING OF STRUCTURES. AREAS OF DISTURBANCE THAT MAY BE AS A RESULT OF CLEANING SHALL BE  SEEDED AND PLANTED IN 
   ACCORDANCE WITH THE ORIGINAL PLANTING PLAN. THESE STRUCTURES WILL BE MAINTAINED YEARLY, OR MORE FREQUENTLY AS REQUIRED.
   WASTE MATERIAL WILL BE PROPERLY DISPOSED OF OFF-SITE.
b.ANY ADDITIONAL MAINTENANCE REQUIRED PER THE MANUFACTURER'S SPECIFICATIONS SHALL ALSO BE COMPLETED.
9. ROOF GUTTERS
a. REMOVE ACCUMULATED DEBRIS AND INSPECT FOR CLOGGING AND/OR DAMAGE AT LEAST ONCE A YEAR, TYPICALLY IN THE
FALL AFTER THE LEAVES HAVE FALLEN.  ANY DAMAGE SHOULD BE REPAIRED AS REQUIRED.
10. PAVEMENT SWEEPING
a. THE PARKING AREA AND ROADWAY SHALL BE SWEPT ANNUALLY. SWEEPING SHOULD OCCUR IN THE SPRING AFTER WINTER
SANDING, BETWEEN APRIL 15 AND MAY 15. SALT ALTERNATIVES SHALL BE USED DURING WINTER MONTHS FOR DEICING.
4.DISPOSAL OF DEBRIS AND SEDIMENT:
ALL DEBRIS AND SEDIMENT REMOVED FROM THE STORMWATER STRUCTURES SHALL BE DISPOSED OF LEGALLY. THERE SHALL BE NO DUMPING OF SILT
OR DEBRIS INTO OR IN PROXIMITY TO ANY INLAND WETLANDS.
5. MAINTENANCE RECORDS:
THE OWNERS(S) MUST MAINTAIN ALL RECORDS (LOGS, INVOICES, REPORTS, DATA, ETC.) AND HAVE ALWAYS THEM READILY AVAILABLE FOR
INSPECTION.

Drainage R.O.W.
In Favor of
The State of Connecticut
(See Note 5A)
Billboard
Approx. Slope Limits
(See Note 5A)
Ledge
Ledge
112
110
100
UPL
8+77
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
N52°21'21"E
109.12'
S60°54'00"E
55.54'
N32°35'56"W
162.32'
Δ=66°44'38"
R=120.00'
L=139.79'
CB=N85°43'40"E
CH=132.02'
Δ=151°41'55"
R=117.07'
L=309.97'
CB=N43°15'02"E
CH=227.04'
PC 2+09.12
PT 3+48.91
PC 4+04.45
PT 7+14.42
111.96
111.32
110.72
112.65
R30'
R65'
110
120
130
140
150
110
120
130
140
150
1+00
112.7
112.2
112.24
2+00
132.8
113.78
150.8
115.92
3+00
146.9
118.87
142.4
122.62
4+00
136.3
126.87
134.4
131.12
5+00
135.5
135.37
5+25
137.4
137.50
135
140
150
160
170
135
140
150
160
170
3.00%
3.00%
AD = 5.50%
K = 31.00
170.64' VC
LOW POINT STA. = 1+85.27
LOW POINT ELEV. = 113.30
BVCS: 1+85.27
BVCE: 113.30
EVCS: 3+55.91
EVCE: 123.12
5+25
137.4
137.50
140.1
139.62
6+00
141.8
143.88
144.4
148.13
7+00
151.7
152.38
155.2
156.63
8+00
157.2
160.64
160.2
163.16
8+77
160.8
163.98
AD = -5.50%
K = 15.00
82.57' VC
HIGH POINT STA. = 8+55.58
HIGH POINT ELEV. = 163.34
BVCS: 7+73.01
BVCE: 158.59
EVCS: 8+55.58
EVCE: 163.34
PVI STA.8+14.30
PVI EL.162.10
8.50%
3.00%
EXISTING EDGE OF PAVEMENT
SHEET NAME
DATE
RP
PROJECT NO.
DESIGNED
VEH
SCALE
DRAWN
VEH
CHECKED
DLO
S
W
N
E
SEPTEMBER 20, 2021
5901-04
1"=40' H
1"=4' V
ROADWAY PLAN & PROFILE
WATERFORD, CONNECTICUT
WATERFORD APARTMENT COMMUNITY
HARTFORD TURNPIKE
969 HARTFORD TURNPIKE
SHEET NO.
08 OF 18
DESCRIPTION
BY
DATE
0'
20'
40'
0
1/2"
1"
Copyright SLR International Corporation - 2021
99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
SLRCONSULTING.COM

CHD
Mon
CHD
Mon
CHD
Mon
HARTFORD  TURNPIKE  (ROUTE 85)
CROSS   ROAD
Billboard
Ledge
wr1
wr2
wr3
wr4
wr5
wr9
wr10
wr11
wr12
wr13
wr14
wr15
wr16
wr17
wr18
wr19
wr20
wr21
wr23
wr24
wr25
wr26
wr27
wx-5
wx-6
wx-7
wx-8
wx-9
wx-10
wx-11
wx-12
wx-13
wx-52
wx-53
Ledge
12" RCP
12" FES
INV.=113.0
15" CMP
6" SLCPP
S
12" PVC
12" PVC
116
118
114
112
110
100' INLAND WETLAND
UPLAND REVIEW AREA
Approximate Limit
of Inland Wetlands
E
E
E
E
E
E
E
E
E
E
E
116
118
120
122
126
130
122
124
120
142
146
150
158
112
156
154
156
154
166
110
112
112
120
130
114
162
160
162
158
156
154
152
150
148
146
144
142
140
138
136
134
132
130
128
126
124
122
120
118
116
114
154
146
142
138
134
130
126
122
150
154
124
136
116
150
146
142
160
118
114
140
INITIALLY UTILIZE THE EXISTING TRAIL TO START
CLEARING AND BLASTING OPERATIONS. THEN
UTILIZE THE MAIN ENTRANCE FOR SITE ACCESS FOR
REMAINDER OF CONSTRUCTION
APPROXIMATE LOCATION OF ROCK
PROCESSING OPERATIONS
EXISTING TRAIL
DET 110 - UTILIZE BASIN AS
TEMPORARY SEDIMENT TRAP #1
(TST #1) DURING
CONSTRUCTION
DET 120 - UTILIZE BASIN AS
TST#2 DURING CONSTRUCTION
TEMPORARY OUTLET PROTECTION
TEMPORARY OUTLET PROTECTION
62C
NRCS SOIL TYPE
(TYP.)
73C
306
3
PROVIDE STONE CHECK DAMS IN BOXED-OUT
ROAD AT CATCH BASIN INLETS TO DIVERT
RUNOFF INTO THE TST'S (TYP.)
MAINTAIN CONSTRUCTION ACCESS PAD UNTIL MAIN
ACCESS ROAD IS STABILIZED AND PHASE II
CONSTRUCTION PADS ARE INSTALLED.
NRCS SOIL BOUNDARY (TYP.)
LEGEND
TEMPORARY SOIL STOCKPILE AREA
SURROUNDED WITH SEDIMENT
FILTER FENCE
SEDIMENT FILTER FENCE AND HAYBALE
TEMPORARY DIVERSION BERM/SWALE
WITH CHECK DAMS
CE
IP
GSF
STK
DB
TST
SFHB
ECB
INLET PROTECTION (TYPICAL ALL
INLETS)
SEDIMENT FILTER FENCE
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT TRAP
EROSION CONTROL BLANKET
SHEET NAME
DATE
SE-1
PROJECT NO.
DESIGNED
VEH
SCALE
DRAWN
VEH
CHECKED
DLO
SEPTEMBER 20, 2021
5901-04
1"=40'
SEDIMENT AND EROSION CONTROL PLAN
WATERFORD, CONNECTICUT
WATERFORD APARTMENT COMMUNITY
HARTFORD TURNPIKE
969 HARTFORD TURNPIKE
SHEET NO.
09 OF 18
DESCRIPTION
BY
DATE
0'
20'
40'
0
1/2"
1"
Copyright SLR International Corporation - 2021
S
W
N
E
99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
SLRCONSULTING.COM
E&S NOTES
1.
REFER TO THE CONSTRUCTION SEQUENCE ON THE TITLE SHEET FOR SEQUENCE AND TIMING FOR CONVERSION OF THE
STORMWATER BASINS FROM TEMPORARY SEDIMENT TRAPS TO PERMANENT STABILIZED STORMWATER CONTROL AND
TREATMENT FEATURES.
2.
SEE DETAIL SHEETS FOR EROSION CONTROL MAINTENANCE INTERVALS.
3.
ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICH MINIMIZES THE DISCOLORATION OF THE
RECEIVING WATERS.
4.
THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING MATERIALS SUCH THAT NONE OF THE ABOVE
ENTER WATERS OR WETLANDS.
5.
A COPY OF ALL PLANS AND REVISIONS, AND THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE MAINTAINED ON-SITE
AT ALL TIMES DURING CONSTRUCTION.
6.
THE PROJECT REQUIRES A CTDEEP CONSTRUCTION STORMWATER GENERAL PERMIT AND IS SUBJECT TO ALL THE
REQUIREMENTS OF THAT PERMIT.
SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THE SEDIMENT AND
EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS
ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND
SEDIMENT CONTROL, CONNECTICUT - 2002" AND IN ALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.
1.
PURPOSE AND DESCRIPTION OF PROJECT
1.1.
PROPOSED APARTMENT COMMUNITY OF 284 UNITS IN 7 BUILDINGS, ACCESS DRIVES, PARKING AND COMMON AREAS
1.2.
ESTIMATED AREA OF DISTURBANCE: ±15.8 ACRES
1.2.1.
PHASE I DISTURBANCE: ±4 ACRES
1.2.2.
PHASE II DISTURBANCE: ±12 ACRES
2.
IDENTIFICATION OF EROSION AND SEDIMENT CONTROL CONCERNS
2.1.
CUTS AND FILLS ASSOCIATED WITH ACCESS DRIVE, DETENTION BASIN, AND BUILDING CONSTRUCTION.
2.2.
PROTECTION OF ON-SITE AND OFF-SITE STORM DRAINAGE AND OFF-SITE WETLANDS.
2.3.
STEEP SLOPES.
3.
IDENTIFICATION OF OTHER POSSIBLE PERMITS
3.1.
TOWN OF WATERFORD PLANNING & ZONING SITE PLAN APPLICATION.
3.2.
TOWN OF WATERFORD CONSERVATION COMMISSION INLAND WETLAND PERMIT.
3.3.
CT DEEP CONSTRUCTION STORMWATER GENERAL PERMIT.
4.
CONSERVATION PRACTICES INCORPORATED INTO THE PROJECT ARE AS FOLLOWS:
4.1.
CONSTRUCTION SEQUENCE - SEE TITLE SHEET
4.2.
DETAILED PHASED SOIL EROSION AND SEDIMENT CONTROL PLANS.
4.3.
PERIMETER SEDIMENT FILTER FENCING, TEMPORARY DIVERSION BERMS, TEMPORARY SEDIMENT TRAPS (IN SERIES) FOR
TREATMENT PRIOR TO DISCHARGING TO WETLANDS.
5.
CONTACT PERSON
5.1.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SOIL AND EROSION CONTROLS. A SPECIFIC INDIVIDUAL SHALL BE NAMED
AT THE PRE-CONSTRUCTION MEETING.
SOIL EROSION AND SEDIMENT CONTROL NARRATIVE:
NRCS SOIL TYPES
SOIL TYPE
DESCRIPTION
3
Ridgebury, Leicester, and Whitman soils, 0 to 8 percent slopes,
extremely stony
52C
Sutton fine sandy loam, 2 to 15 percent slopes, extremely stony
61B
Canton and Charlton fine sandy loams, 0 to 8 percent slopes, very
stony
62C
Canton and Charlton fine sandy loams, 3 to 15 percent slopes,
extremely stony
73C
Charlton-Chatfield complex, 0 to 15 percent slopes, very rocky
73E
Charlton-Chatfield complex, 15 to 45 percent slopes, very rocky
TEMPORARY SEDIMENT TRAP SIZING SUMMARY
TRAP
NUMBER
CONTRIBUTING
AREA
(ACRES)
STORAGE VOLUME
REQUIRED (CY)*
STORAGE DEPTH
REQUIRED
(FT)
LENGTH X WIDTH
(FT)
VOLUME PROVIDED
(CY)
#1
1.2
166
8
100X50
±1480
#2
1.8
236
8
120X60
±2130
*134 CY STORAGE VOLUME REQUIRED PER ACRE CONTRIBUTING AREA TO TST

DH
DH
DH
N/F
N/F
ichard T. Morgan
N/F
Billboard
Ledge
wx-4
wx-5
wx-6
wx-7
wx-8
wx-9
Ledge
6" SLCPP
0
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
164
164
174
174
170
170
172
174
168
172
170
174
176
176
178
178
176
146
152
158
168
176
184
190
196
202
178
184
190
180
184
164
168
172
170
164
176
164
174
166
178
178
174
178
174
172
174
170
170
172
174
176
174
172
172
142
146
150
158
174
172
164
164
170
172
174
176
174
162
166
164
162
164
156
154
156
154
166
168
166
170
174
174
172
170
174
174
160
174
170
168
166
162
172
172
170
170
168
168
160
162
158
156
154
152
150
154
146
142
138
134
130
126
122
150
154
176
188
192
174
150
146
142
160
140
62C
NRCS SOIL TYPE
(TYP.)
73C
73E
ALL STABILIZED DURING PHASE I
-SEE SHEET SE-1
UTILIZE RAIN GARDEN 2 AS TST#4
-CAPTURE THE ESTIMATED DISTURBED
AREA THAT DRAINS INTO THE
EXISTING VALLEY PER THE SIZING
SUMMARY TABLE
CONTRIBUTING DISTURBED
AREAS TO SEDIMENT FILTER
FENCE NOT TO EXCEED 1-ACRES
(TYPICAL OF ALL)
DIVERSION BERM DURING
CONSTRUCTION. CHANGE TO WATER
BAR ACROSS DRIVEWAY IF VEHICLE
ACCESS IS REQUIRED
DET 110 - UTILIZE BASIN AS TEMPORARY
SEDIMENT TRAP #3 (TST #3) DURING
CONSTRUCTION
-CAPTURE THE ESTIMATED DISTURBED AREA
PER THE SIZING SUMMARY TABLE
TEMPORARY OUTLET PROTECTION
RIPRAP OVERFLOW SPILLWAY. DO NOT DISCHARGE
INTO THE UNDERGROUND CHAMBERS.
SHEET NAME
DATE
SE-2
PROJECT NO.
DESIGNED
VEH
SCALE
DRAWN
VEH
CHECKED
DLO
S
W
N
E
APRIL 30, 2019
5901-04
1"=40'
SEDIMENT AND EROSION CONTROL PLAN - PHASE II
WATERFORD, CONNECTICUT
WATERFORD APARTMENT COMMUNITY
HARTFORD TURNPIKE
969 HARTFORD TURNPIKE
SHEET NO.
10 OF 13
DESCRIPTION
BY
DATE
0'
20'
40'
0
1/2"
1"
Copyright SLR International Corporation - 2021
99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
SLRCONSULTING.COM
SHEET NOTES
1.
SEE SHEET SE-1 FOR SOIL EROSION AND SEDIMENT CONTROL NARRATIVE, NOTES, SOIL TYPES, AND LEGEND
TEMPORARY SEDIMENT TRAP SIZING SUMMARY
TRAP
NUMBER
CONTRIBUTING
AREA
(ACRES)
STORAGE VOLUME
REQUIRED (CY)*
STORAGE DEPTH
REQUIRED
(FT)
LENGTH X WIDTH
(FT)
VOLUME PROVIDED
(CY)
#3
4.90
656
4
95x47.5
±668
#4
2.5
335
3
80x40
±355
*134 CY STORAGE VOLUME REQUIRED PER ACRE CONTRIBUTING AREA TO TST

SHEET NAME
DATE
SE-3
PROJECT NO.
DESIGNED
VEH
SCALE
DRAWN
STN
CHECKED
DLO
SEPTEMBER 20, 2021
5901-04
AS NOTED
SEDIMENT & EROSION CONTROL DETAILS
WATERFORD, CONNECTICUT
WATERFORD APARTMENT COMMUNITY
HARTFORD TURNPIKE
969 HARTFORD TURNPIKE
DESCRIPTION
BY
DATE
Copyright SLR International Corporation - 2021
SEDIMENT FILTER FENCE
NOT TO SCALE
CONSTRUCTION ENTRANCE PAD
NOT TO SCALE
INLET PROTECTION DETAIL
NOT TO SCALE
5.
1.
3.
2.
4.
APPLICATION OF EROSION
CONTROL BLANKET ON SLOPES
NOTES:
1.
PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF
LIME, FERTILIZER, AND SEED. NOTE: WHEN USING SCC225, DO NOT SEED
PREPARED AREA. SCC225 MUST BE INSTALLED WITH PAPER SIDE DOWN.
2.
BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6"
DEEP BY 6"