Conservation Commission Regular Meeting Materials (linked)

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Board/Commission	Conservation Commission
Meeting Date	November 18, 2021
Pages	4
File Size	14.9 MB
OCR Status	Searchable (OCR processed)
Source URL	Original

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73C
73C
3
17
17
61C
FENGER
BROOK
#12
WF
#11
WF
#10
WF
#9
WF
#8
WF
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#1
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#26
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#3
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#19
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WF#18
#16
WF
#13,14
WFs
#15
WF
#20
WF
OAK
42 in.
OAK
42 in.
#17
WF
#48
WF
#49
WF
#50
WF
#52
WF
#53
WF
#54
WF
#55
WF
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WF#76
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#79-81
WFs
#84
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#93B
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N/F
86 Boston Post Road LLC
No. 86 Boston Post Road
Volume 1196, Page 164
N/F
Forza Partners LLC
No. 82 Boston Post Road
Map 134 / Lot 549
Volume 1580, Page 110
WETLAND AREA
WOODED
N/F
Bruce R. Grant
No. 390 Willetts
Avenue Extension
Map 140 / Lot 9191
Volume 1216, Page 88
N/F
Home Theater TV, Inc.
No. 61 Myrock Avenue
Map 140 / Lot 5002
Volume 274, Page 487
N/F
Bruce A. Cohn & Barbara L. Churchill
No. 61A Myrock Avenue
Map 140 / Lot 5005
Volume 549, Page 869
N/F
Richard G. Hedden
No. 30 Miner Lane
Map 139 / Lot 4757
Volume 289, Page 28
N/F
Home Theater TV, Inc.
No. 61 Myrock Avenue
Map 140 / Lot 5002
Volume 274, Page 487
WETLAND AREA
WOODED
WETLAND AREA
WOODED
WETLAND AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
ROAD
WOODS
ROAD
WOODS
ROAD
WOODS
ROAD
WOODS
#390
HOUSE
DECK
YARD
GRASS
DRIVEWAY
ASPHALT
SIDEWALK
ASPHALT
#384
HOUSE
#396A
BUILDING
PORCH
BOULDERS
LARGE
ROCKS AND
PILE OF
PILE
DEBRIS
PILE
BRICK
PILE
TIRE
MOUND
ROCKY
N/F
Forza Partners LLC
No. 82 Boston Post Road
Map 134 / Lot 549
Volume 1580, Page 110
NOT SURVEYED
* BUILDING DIGITIZED
#396
BUILDING
N/F
MH&R Properties, LLC
No. 396 Willetts
Avenue Extension
Map 134/ Lot 9193
Volume 1115, Page 241
#398
BUILDING
OAK
42 in.
OAK
36 in.
OAK
48 in.
S
192.93'
N 04°09'40" W
FEMA ZONE A
FEMA ZONE X
G
S
S
WG
FEMA ZONE A
FEMA ZONE X
FEMA ZONE X
FEMA ZONE A
53.65'
N 07°11'50" W
285.07'
N 80°04'50" E
149.32'
N 78°15'50" E
164.80'
N 10°47'40" E
155.67'
S 20°22'30" W
49.87'
S 69°48'40" E
149.97'
N 20°07'30" E
75.43'
S 65°38'00" E
225.00'
S 06°27'30" E
112.50'
S 06°27'30" E
186.42'
S 06°52'00" E
448.77'
S 07°19'50" E
209.40'
S 06°28'00" E
113.88'
S 11°23'30" E
120.09'
S 07°07'30" E
104.13'
S 09°59'00" E
358.97'
S 06°06'40" E
246.94'
N 05°05'30" W
463.59'
N 04°38'10" W
10.36'
N 04°38'00" E
98.52'
N 05°37'20" W
16
22
22
28
22
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18
22
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32
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42
44
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48
52
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62
64
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72
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72
68
66
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62
58
56
54
52
48
46
44
42
38
38
38
36
34
32
28
26
22
18
18
22
24
26
26
24
22
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16
28
72
48
34
32
28
26
24
28
26
28
28
30
40
50
60
70
70
50
40
30
20
20
20
30
20
30
40
50
20
30
20
100.00'
S 87°06'00" E
185.00'
N 04°16'50" W
71.34'
N 65°38'00" W
48.66'
N 72°24'00" W
63.87'
N 73°00'40" W
57.52'
N 05°46'50" E
295.29'
N 00°38'20" E
183.61'
N 09°40'10" E
RIGHT-OF-WAY
FOOT WIDE
EXISTING 10
57.92'
S 78°59'30" E
SURVEYED
DIGITIZED NOT
* BUILDINGS PARTIALLY
20
N/F
Waterford Parc LLC
No. 22 Miner Lane
Map 139 / Lot 4756
Volume 1576, Page 306
20
44
60
WATERFORD, CT
PROFESSIONAL SEAL
CONTACT INFORMATION
LEBANON, CONN 06249
191 NORWICH AVENUE
YANTIC RIVER CONSULTANTS, LLC
www.yanticriverconsultants.com
Web:
yanticriver@gmail.com
Email:
(860) 367-7264
Phone:
SCALE: 1" = 60'
PROJECT NUMBER:
00096 - 001
60
0
60
120
180
DATE
DESCRIPTION
12/30/20
PER IWWC COMMENTS / PZC SUBMISSION
SHEET
DATE
REVISED
11/18/20
10/25/21
OF
1
4
REVISION SUMMARY
2/10/21
PER CONDENSED COMMENTS
4/16/21
PER CONDITIONS OF APPROVAL
9/21/21
CLUBHOUSE ADDITION
10/25/21
PER TOWN COMMENTS

WATERFORD WOODS
SITE MODIFICATION PLANS
PREPARED FOR
WATERFORD WOODS, LLC
OVERALL DEVELOPMENT LAYOUT
384 & 394 WILLETTS AVENUE
LP
BUILDING A
20 1-BR
14 2-BR
3.5 STORY (34-UNIT)
BUILDING B
20 1-BR
14 2-BR
3.5 STORY (34-UNIT)
BUILDING C
18 1-BR
12 2-BR
3 STORY (30-UNIT)
50' SY
50' SY
50' SY
50' SY
50' SY
50' SY
50' SY
75' RY
50' SY
.
T
X
E .
E
V
A
S
T
T
E
L
L
I
W
100' U.R.A.
86.82'
59.01'
97.78'
75' FY
DETENTION BASIN
BASIN
DETENTION
BUILDING
MAIL PAD /
UPLAND REVIEW AREA LIMIT (TYP.)
LIMIT OF INLAND WETLANDS (TYP.)
NRCS SOIL TYPE BOUNDARY (TYP.)
TRASH & RECYLING
22 SPACES
21 SPACES (1 HA)
11 SPACES
12 SPACES
14 SPACES (1 HA)
100' U.R.A.
U.R.A DISTURBANCE & RESTORATION
APPROXIMATE AREA OF TEMPORARY
12 SPACES
16 SPACES (1 HA)
ZONING TABLE
PARKING TABLE
MULTI-FAMILY DWELLING PER SECTION 20.3.B
USE:
NOTES
PROVIDED
REQUIRED
UNIT
STANDARD
DWELLING
80
40
2 PER UNIT
2-BEDROOM UNIT
87
58
1.5 PER UNIT
1-BEDROOM UNIT
COMPLIES
179
167
98
COMPLIES
6 (1 VAN)
6 (1 VAN)
168
151-200 SPACES
ACCESSIBLE PARKING
ZONING TABLE NOTES:
16'
16'
12'
DEVELOPMENT SIGN
5.4'
7.29'
DURING CONSTRUCTION
TO REMAIN - PROTECT
EXISTING 42" OAK
24'
105.00'
105.00'
84.80'
LANDSCAPE PARTIAL VISUAL SCREENING
LANSCAPE PARTIAL VISUAL SCREENING
8.16'
10.89'
COMMERCIAL MULTI-FAMILY DISTRICT (C-MF) [1]
EXISTING ZONE:
PROPERTY LINE TO REMAIN (TYP.)
EXISTING STONE WALL ALONG EASTERLY
173.45'
8 SPACES
10 SPACES
2 SP
3,000 SF
FILTER BED
2,000 SF
FOREBAY
SEDIMENT
2,200 SF
FOREBAY
SEDIMENT
1,200 SF
BED
FILTER
2,600 SF
FOREBAY
SEDI
MENT
EROSION CONTROL RESTORATION SEED MIX
VEGETATED SWALE ALONG STONE WALL
17 SPACES (2 HA)
WILLETTS AVE. EXT. (TYP.)
REPLACE SIDEWALK ALONG
OVERALL LAYOUT LEGEND
SEE IWW PERMIT #C-20-19 NOTE 3
LIMIT OF WETLAND BUFFER RESTORATION AREA (TYP.)
10,500 SF (0.24 AC)
RECREATION AREA
DOG PARK
AREA
GRILL
AREA
GRILL
AREA
GRILL
5,000 SF (0.11 AC)
RECREATION AREA
19,000 SF (0.44 AC)
RECREATION AREA
24'
85.66'
23 SPACES
SEED MIX (TYP.)
CONSERVATION WILDLIFE
AREA = 2,670 SF (0.06 AC)
FAVOR OF WATERFORD WOODS, LLC
LIMIT OF SANITARY EASEMENT IN
FROM DAMAGE DURING CONSTRUCTION
PROTECT EXIST.TREES OUTSIDE OF CORRIDOR
LIMIT OF CLEARING & GRUBBING (TYP.).
WILDLIFE SEED MIX
AND RESTORED WITH CONSERVATION
SEWER CORRIDOR TO BE REGRADED
WETLAND IMPACT TABLE
WETLAND IMPACT NOTES:
NOTES
DISTURBANCE
TOTAL AREA
APPROVED PLAN - INLAND WETLAND PERMIT #C-20-19
NOTES
DISTURBANCE
TOTAL AREA
70,800 SF (1.63 AC)
(SEE NOTE 1)
11,000 SF (0.25 AC)
TEMPORARY (RESTORATION)
(SEE NOTE 1)
59,800 SF (1.37 AC)
PERMANENT
292,800 SF (6.72 AC)
100' UPLAND REVIEW AREA
NO DIRECT DISTURBANCE
0 SF (0 AC)
400,500 SF (9.19 AC)
REGULATED WETLAND
NOTES
DISTURBANCE
TOTAL AREA
IMPACT SUMMARY TABLE
DISTURBANCE & RESTORATION
TEMPORARY U.R.A
415.01'
MULTI-FAMILY DEVELOPMENT PERMITTED USE PER SECTION 16.1.2
PROPOSED USE:
UNDEVELOPED / VACANT - APPROVED MF UNDER CONSTRUCTION
EXISTING USE:
MODIFICATION
384 & 394 COMBINED
STANDARD (C-MF)
ITEM
NOTES
PROPOSED
APPROVED
EXISTING
20,000 SF (40 2-BR)
500 SF/2-BEDROOM:
14,500 SF (58 1-BR)
250 SF/1-BEDROOM:
INCREASE COMPLIES
121,600 SF
34,500 SF
34,500 SF MIN.
RECREATION AREA:
NO CHANGE COMPLIES
34% (9.19 AC.)
34% (9.19 AC)
20% (5.33 AC)
OPEN SPACE:
NO CHANGE COMPLIES
1,175.48 SF
1,175.48 SF
850 SF MIN.
2-BEDROOM UNIT:
NO CHANGE COMPLIES
700.15 SF
700.15 SF
700 SF MIN.
1-BEDROOM UNIT:
UNIT FLOOR AREA:
NO CHANGE COMPLIES
41% (40 UNITS)
41% (40 UNITS)
60% MAX.
2-BEDROOM UNIT:
UNIT MIXTURE:
NO CHANGE COMPLIES [3]
3 STORIES
3 STORIES
4 STORIES
MAX. BUILDING STORIES:
COMPLIES
SEE ARCH.
N/A
CLUBHOUSE
NO CHANGE COMPLIES [2]
40.25'
40.25'
BUILDING C:
NO CHANGE COMPLIES [2]
47.17'
47.17'
BUILDING B:
NO CHANGE COMPLIES [2]
47.17'
47.17'
BUILDING A:
40 FT / 55 FT
MAX. BUILDING HEIGHT:
NO CHANGE COMPLIES
34 UNITS
34 UNITS
45 UNITS
MAX. UNITS PER BLDG:
NO CHNAGE COMPLIES
105.00 FT
105.00 FT
30 FT MIN.
BUILDING SEPARATION:
NO CHANGE COMPLIES
3.7/AC (98 UNITS)
3.7/AC (98 UNITS)
8/AC (213 UNITS)
DENSITY:
REDUCTION COMPLIES
415.01 FT (CH)
722.17 FT (BLDG C)
75 FT
MIN. REAR YARD:
NO CHANGE COMPLIES
59.01 FT
59.01 FT (BLDG C)
50 FT
MIN. SIDE YARD:
NO CHANGE COMPLIES
173.45 FT
173.45 FT (MAIL)
75 FT
MIN. FRONT YARD:
INCREASE COMPLIES
3.6% (41,324 SF)
3.2% (36,580 SF)
25% (290,000 SF)
MAX. BLDG COVERAGE:
N/A
N/A
N/A
N/A
MIN. LOT WIDTH:
NO CHANGE COMPLIES
286.09 FT
286.09 FT
150 FT
MIN. LOT FRONTAGE:
NO CHANGE COMPLIES
1,160,160 SF
1,160,160 SF (26.63 AC)
60,000 SF
MIN. LOT AREA:
RECREATION AREA MAY INCLUDE INDOOR AND OUTDOOR AMENITIES.
5.
OPEN SPACE INCLUDES WETLANDS AND WATERCOURSES.
4.
THE GARDEN (BASEMENT) LEVEL UNITS ARE NOT CONSIDERED A STORY PER THE BUILDING CODE.
3.
PER SECTION 18.3.8, THE COMMISSION APPROVED A MAXIMUM BUILDING HEIGHT OF 55'.
2.
ZONE CHANGE FROM C-G TO C-MF APPROVED BY PLANNING & ZONING COMMISSION AT 09/28/20 MEETING.
1.
PROPOSED MODIFICATION - CLUBHOUSE ADDITION
137,600 SF (3.16 AC)
24,900 SF (0.57 AC)
TEMPORARY (RESTORATION)
112,700 SF (2.59 AC)
PERMANENT
292,800 SF (6.72 AC)
100' UPLAND REVIEW AREA
NO DIRECT DISTURBANCE
0 SF (0 AC)
400,500 SF (9.19 AC)
REGULATED WETLAND
CLUBHOUSE
POOL
PATIO
POOL
PATIO
LOUNGE
DOG PARK
UNDERGROWTH REMOVAL
SELECTIVE CLEARING AND
PROTECT DURING CONSTRUCTION
LARGE HEALTHY TREES TO REMAIN
WATER QUALITY SWALE
TO REMAIN
ROCKY MOUND
TO REMAIN
ROCKY MOUND
PUBLISHED MAPPING
LIMIT OF FEMA ZONE A BASED ON
BASED ON DETAILED ANALYSIS
LIMIT OF BASE FLOOD ELEVATION
BASED ON DETAILED ANALYSIS
LIMIT OF BASE FLOOD ELEVATION
PUBLISHED MAPPING
LIMIT OF FEMA ZONE A BASED ON
BASIN
DETENTION
1,000 SF
FILTER BED
2,000 SF
FOREBAY
SEDIMENT
BASIN
DETENTION
1,400 SF
FILTER BED
BOUNDARY (TYP.)
PROPOSED NON-ENCROACHMENT
BOUNDARY (TYP.)
PROPOSED NON-ENCROACHMENT
50'
+66,800 SF (1.53 AC)
(SEE NOTE 3)
+13,900 SF (0.32 AC)
TEMPORARY (RESTORATION)
+52,900 SF (1.21 AC)
PERMANENT
292,800 SF (6.72 AC)
100' UPLAND REVIEW AREA
NO DIRECT DISTURBANCE
0 SF (0 AC)
400,500 SF (9.19 AC)
REGULATED WETLAND
11 SPACES (1 HA)
CUL-DE-SAC
50'
R
24'
LIMIT OF SELECTIVE CLEARING
REVIEW AND APPROVAL PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
REQUIRED FOR EACH COMPONENT OF THE STORMWATER TREATMENT SYSTEM AND DETENTION BASIN COMPONENTS. THIS CHART SHALL BE SUBMITTED TO THE COMMISSION'S AGENT FOR
A CONDENSED INSPECTION AND MAINTENANCE CHART SHALL BE PREPARED BY THE DESIGN ENGINEER IDENTIFYING THE INSPECTION, MANAGEMENT AND MAINTENANCE FREQUENCY
11.
SEDIMENT DISCHARGE TO ADJACENT WETLANDS.
AT ALL TIMES DURING CONSTRUCTION, TEMPORARY DIVERSION SWALES AND SEDIMENT TRAPS SHALL BE INSTALLED AND MAINTAINED TO CONTROL CONSTRUCTION RUN-OFF AND PREVENT
10.
ALL CUT AND GRADED SLOPES IN EXCESS OF 3:1 SLOPE SHALL BE TEMPORARILY STABILIZED WITH EROSION CONTROL BLANKET OR OTHER APPROVED CONTROL METHODS.
9.
SUBMITTED TO THE CONSERVATION COMMISSION BY OCTOBER 30TH OF EACH MONITORING YEAR AFTER COMPLETION OF THE BASIN.
CLEANED OF SEDIMENT, TRASH AND DEBRIS. INVASIVE PLANT SPECIES SUCH AS LYTHRUM AND PHRAGMITES SHALL BE REMOVED FROM THE BASIN. A MONITORING REPORT SHALL BE
SUBSTRATE AREAS SHALL BE REPAIRED AND RESEEDED OR REPLANTED AS REQUIRED. THE RIPRAP LEVEL SPREADER AND OUTLET CONTROL STRUCTURES SHALL BE INSPECTED AND
BASINS. TOTAL HERBACEOUS COVERAGE OF THE BASIN BOTTOM SHALL EQUAL OR EXCEED 80% AT THE END OF THE SECOND MONITORING YEAR. ERODED SIDE SLOPES AND BASIN
PROFESSIONAL FOR A PERIOD OF TWO (2) YEARS FOLLOWING COMPLETION OF THE BASIN TO DOCUMENT VEGETATION ESTABLISHMENT AND FUNCTIONING OF THE 2 STORMWATER
MONITORING OF THE STORMWATER BASIN PLANTINGS, SLOPE STABILIZATION AND SUBSTRATE STABILIZATION SHALL BE CONDUCTED BY A WETLAND SCIENTIST OF OTHER QUALIFIED
8.
SYSTEM WAS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DESIGN PLAN PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
AN AS-BUILT SURVEY OF THE STORMWATER SYSTEM COMPONENTS SHALL BE SUBMITTED TO THE COMMISSION WITH WRITTEN VERIFICATION FROM A LICENSED ENGINEER THAT THE
7.
THE TYPE, DEPTH, AND PERMEABILITY OF THE SPECIFIED FILL MATERIALS ARE CONSISTENT WITH THE APPROVED PLANS.
CONSTRUCTION OF THE SUBSURFACE INFILTRATION SYSTEMS AND THE INFILTRATION BASINS SHALL BE INSPECTED BY THE DESIGN ENGINEER DURING CONSTRUCTION TO VERIFY
6.
SHALL BE CONDUCTED PRIOR TO INSTALLATION OF FINISHED FOREBAY, FILTER BED, UNDERDRAIN AND GROWING MEDIUM SUBSTRATE.
THE STORMWATER QUALITY BASIN SHALL BE COMPLETED AND SOIL SURFACES STABILIZED PRIOR TO RECEIVING SITE STORMWATER RUNOFF. REMOVAL OF ACCUMULATED SEDIMENTS
5.
SHALL BE SUBMITTED TO THE COMMISSION'S AGENT FOR APPROVAL PRIOR TO FINAL PLANTING.
FOR SEASONAL HIGH WATER DEPTHS AND DURATION OF PONDING. ANY MODIFICATIONS TO THE BASIN PLANTING/SEEDING PLAN BASED ON THE COLLECTED HYDROLOGIC DATA
DUE TO THE PRESENCE OF SEASONAL HIGH GROUNDWATER IN THE LOCATION OF THE DETENTION BASINS, THE EXCAVATED BASINS SHALL BE MONITORED DURING CONSTRUCTION
4.
CONSERVATION SEED MIXTURE, AND PLANTINGS.
THE FINAL PLAN SHALL IDENTIFY THE LIMITS OF THE WETLAND BUFFER RESTORATION AREAS TO BE ENHANCED BY REMOVAL OF DEBRIS, REGRADING, SEEDING WITH
3.
IDENTIFICATION MARKERS PROVIDED BY THE CONSERVATION COMMISSION AFFIXED TO TREES OR 4X4 WOODEN POSTS.
FOR CONSISTENCY WITH THE APPROVED PLAN. FOLLOWING CONSTRUCTION, THE NON-ENCROACHMENT BOUNDARY SHALL BE PERMANENTLY MARKED AT 50 FT INTERVALS WITH
PRIOR TO THE START OF CLEARING, THE LIMITS OF CLEARING SHALL BE FIELD LOCATED ON SITE BY A LICENSED LAND SURVEYOR AND INSPECTED BY THE COMMISSION'S AGENT
2.
WETLAND RESOURCES FROM DIRECT AND INDIRECT IMPACTS ASSOCIATED WITH ADJACENT LAND DEVELOPMENT.
AREA WITHOUT SPECIFIC AUTHORIZATION FROM THE CONSERVATION COMMISSION. THE PURPOSE OF THIS VEGETATED NON-ENCROACHMENT AREA IS TO PROTECT INLAND
BOUNDARY". NO ACTIVITY, INCLUDING BUT NOT LIMITED TO CLEARING, GRADING, FILLING OR REMOVAL OF VEGETATION SHALL BE CONDUCTED WITHIN THE NON-ENCROACHMENT
THE LIMIT OF PERMANENT CLEARING AND DISTURBANCE ADJACENT TO INLAND WETLANDS HAVE BEEN IDENTIFIED ON THE PLAN AS THE "WETLAND NON-ENCROACHMENT
1.
THE FOLLOWING CONDITIONS OF APPROVAL HAVE BEEN INCORPORATED INTO THIS PLAN SET IN ACCORDANCE WITH INLAND WETLANDS & WATERCOURSES PERMIT #C-20-19:
NON-ENCROACHMENT BOUNDARY
LIMIT OF CLEARING (TYP.) MATCHES
PER IWW PERMIT #C-20-19 (TYP.)
LIMIT OF WETLAND BUFFER RESTORATION AREA
SEE IWW PERMIT #C-20-19 (TYP.)
NON-ENCROACHMENT BOUNDARY PER
PER IWW PERMIT #C-20-19 (TYP.)
NON-ENCROACHMENT BOUNDARY
CLEARING FROM IWW #C-21-06
BOUNDARY - MATCHES LIMIT OF
PROPOSED NON-ENCROACHMENT
100'±
100'±
BOLLARD LIGHT FIXTURE
POLE MOUNTED LIGHT FIXTURE
ACCESSIBLE ICON MARKING
PAVEMENT STRIPING
CROSSWALK
TIMBER GUIDE RAIL
LIMIT OF RECREATION AREA
VINYL CROSSBUCK ENTRANCE FENCE
VINYL SCREENING FENCE
STONE WALL TO REMAIN
DUMPSTER PAD
CONCRETE SIDEWALK
CONCRETE CURB & SIDEWALK
EDGE OF PAVEMENT W/ CURB
LIMIT OF SAWCUT
LIMIT OF WETLAND BUFFER RESTORATION
NON-ENCROACHMENT BOUNDARY
LIMIT OF CLEARING
INLAND WETLANDS & WATERCOURSES NOTES:
AREA ASSOCIATED WITH THE CLUBHOUSE SITE MODIFICATIONS.
APPROVED AS PART OF IWW #C-21-06. THERE ARE NO TEMPORARY DISTURBANCES WITHIN THE UPLAND REVIEW
TEMPORARY DISTURBANCE WITHIN THE U.R.A. CONSISTS OF RESTORATION OF GRAVITY SEWER MAIN CORRIDOR
3.
INCLUDING TREATMENT, INFILTRATION & DETENTION SYSTEMS, GRADING, AND LANDSCAPING.
OF ACCESS DRIVE, PARKING AREAS & SIDEWALKS, GRASS OPEN SPACE & ACTIVE RECREATION AREAS, DRAINAGE
& STOCKPILING OF TOPSOIL, EXCAVATION AND CONSTRUCTION OF A PORTION OF CLUBHOUSE & PATIO, EXTENSION
PERMANENT DISTURBANCE WITHIN THE UPLAND REVIEW AREA CONSISTS OF CLEARING & GRUBBING, STRIPPING
2.
PROPOSED MODIFICATION - CLUBHOUSE ADDITION
SEE APPROVED PLAN SET FOR NOTES.
1.
APPROVED PLAN - INLAND WETLANDS PERMIT #C-20-19
CALCULATION OF AREA ONLY)
DRAINAGE PATTERNS TO BE MAINTAINED. (LIMITS SHOWN FOR
FOR OPEN SPACE & RECREATIONAL USE. EXISTING GRADES AND
CLEARED, GRUBBED, FINISH GRADED, AND SEEDED WITH GRASS
AREA BETWEEN CUL-DE-SAC AND DETENTION BASINS TO BE
INLAND WETLANDS CERTIFICATION
JAMES SIPPERLY, CERTIFIED SOIL SCIENTIST
DEPICTED HEREON IS SUBSTANTIALLY CORRECT
WETLANDS
I HEREBY CERTIFY THAT THE DELINEATION OF THE INLAND

WATERFORD WOODS
SITE MODIFICATION PLANS
PREPARED FOR
WATERFORD WOODS, LLC
DETAILED LAYOUT PLAN - SOUTHWEST
384 & 394 WILLETTS AVENUE
LP
LP
LP
LP
LP
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
SITE LAYOUT LEGEND
BITUMINOUS CONCRETE DRIVE
PARKING PAINT STRIPING (4" WHITE)
LANE STRIPING (DOUBLE 4" YELLOW)
STOP BAR (12" WHITE)
CROSSWALK (12" WHITE)
6' CONCRETE CURB & WALK MONOLITHIC
5' CONCRETE SIDEWALK (PRIVATE)
4' CONCRETE SIDEWALK (PRIVATE)
5' CONCRETE SIDEWALK (PUBLIC)
CONCRETE STAIRS (7" RISE / 11" TREAD)
HANDICAP RAMP (12'H:1'V MAX.)
HANDICAP PARKING SIGNING
BITUMINOUS CONCRETE CURB (BCLC)
STANDING CONCRETE CURB (PUBLIC)
TRASH & RECYCLING ENCLOSURE
BIKE RACK & PAD
STONE RUBBLE WALL
6' WHITE VINYL PRIVACY FENCE
CROSSBUCK VINYL FENCE
MONUMENT SIGN
'STOP' SIGN
'DO NOT ENTER' SIGN
DIRECTIONAL SIGN
TIMBER GUIDE RAIL
4' VINYL PICKET FENCE
H
H
K
30'
R
3'
R
8 SPACES
18'
10'
24'
A
10'
18'
10 SPACES
B
RECREATION AREA
10,500 SF (0.24 AC)
6' DOUBLE GATE
Y
90'
40'
DOG
PARK
50'
Y
Y
Y
Y
(MAX. SLOPE 5%)
NATURAL SURFACE PATH
GATHERING AREA
OUTDOOR GRILL &
CONSERVATION WILDLIFE
SEED MIX
3'
R
3'
R
F
B
R
H
(MAX. SLOPE 5%)
NATURAL SURFACE PATH
14'
R
H
K
3'
R
3'
R
F
L
K
K
G
50'
R
188'
R
188'
R
3'
R
K
K
F
F
H
H
CLUBHOUSE
POOL
PATIO
LOUNGE
PATIO
POOL
ROCKY MOUND
TO REMAIN
100' U.R.A.
ROCKY MOUND
TO REMAIN
DOG
PARK
NATURAL DOG PARK
SELECTIVE CLEARING
(MAX. SLOPE 5%)
NATURAL SURFACE PATH
Y
Y
Y
6' DOUBLE GATE
10'
5'
10'
18'
24'
A
B
E
M
M
M
M
M
M
M
M
M
GENERAL SITE NOTES
1.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL
CONSTRUCTION FORM 817 AS APPLICABLE.
2.
ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURBS, OUTSIDE FACE OF THE BUILDING
OR OTHER LIMITS AS DEPICTED ON THE PLAN.
3.
THE PROPOSED PARKING FACILITIES ARE GENERALLY PERPENDICULAR TO OR PARALLEL WITH THE
PROPOSED DRIVEWAYS.
4.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONST.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY
DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS TO THE OWNER.
5.
CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING
FEATURES AS NECESSARY.
6.
ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AFTER FINISH GRADING IS COMPLETED
UNLESS OTHERWISE NOTED. ALL NEW SEEDED OR SODDED AREAS SHALL HAVE A TOPSOIL LAYER
OF 4" MINIMUM OR AS DIRECTED BY THE PROJECT LANDSCAPE ARCHITECT. TOP OF TOPSOIL LAYER
SHALL BE PLACED 1" BELOW TOPS OF CURBS, WALKS, OR PAVEMENT ELEVATIONS WHERE TOPSOIL
ABUTS THOSE AREAS.
7.
CONTRACTOR SHALL SUPPLY AND PLACE STRAW MULCH WHEREVER GRASS SEED HAS BEEN PLACED.
SEED SHALL BE APPLIED AT THE MINIMUM RATE RECOMMENDED BY THE MANUFACTURER.
8.
CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN
ACCORDANCE WITH THE FORM 817 OR THE TOWN OF WATERFORD STANDARDS WHERE NEW ASPHALT
JOINS EXISTING ASPHALT.
9.
CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED
DURING CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR SUPPLIERS AT NO
ADDITIONAL COST TO THE OWNER.
10. CONTRACTOR SHALL COMPLETELY FILL ALL TRENCHES WITHIN 5 FEET OF PAVEMENT EDGES WITH
GRANULAR BACKFILL. REFER TO GEOTECHNICAL REPORT FOR TYPE OF FILL TO ACHIEVE COMPACTION.
11. ALL PAINT STRIPING SHALL BE 4" TRAFFIC PAINT IN ACCORDANCE WITH FORM 817 AND SHALL BE WHITE
OR YELLOW A DEPICTED ON THE PLANS.
12. CONTRACTOR TO CONFIRM WITH LOCAL CODES AND BUILDING INSPECTOR FOR SPECIFIC HANDICAPPED
ACCESSIBLE PARKING SPACE DIMENSIONS, STRIPING AND SIGNAGE REQUIREMENTS.
13. GENERAL CONTRACTOR TO INSTALL & LOCATE CLEANOUTS PER PLUMBING PLANS AND SPECIFICATIONS.
BUILDING C
3 STORY (30-UNIT)
12 2-BR
18 1-BR
BASIN
DETENTION
FILTER BED
1,400 SF
BASED ON DETAILED ANALYSIS
LIMIT OF BASE FLOOD ELEVATION
PUBLISHED MAPPING
LIMIT OF FEMA ZONE A BASED ON
BOUNDARY (TYP.)
PROPOSED NON-ENCROACHMENT
50'
WATER QUALITY SWALE
UPLAND REVIEW AREA LIMIT (TYP.)
IN NATURAL DOG PARK
UNDERGROWTH REMOVAL
SELECTIVE CLEARING AND
11 SPACES (1 HA)
3'
R
50'
R
50'
R
CUL-DE-SAC
SEDIMENT
FOREBAY
2,000 SF
FILTER BED
1,000 SF
PROTECT DURING CONSTRUCTION
LARGE HEALTHY TREES TO REMAIN
BOUNDARY (TYP.)
PROPOSED NON-ENCROACHMENT
WILDLIFE MIX (TYP.)
WITH CONSERVATION
SEED EXISTING CROSSING
50' (MIN.)
BASIN
LIMIT OF DETENTION
OF CLEARING (TYP.)
BETWEEN BASIN AND LIMIT
SEED MIX TO BE PLANTED
CONSERVATION WILDLIFE
(3) SPICE BUSH
(5) SILKY DOGWOOD
(5) SILKY DOGWOOD
(3) SERVICEBERRY
(3) SERVICEBERRY
(3) SERVICEBERRY
(5) VIBURNUM KOREAN SPICE
(5) VIBURNUM KOREAN SPICE
(5) VIBURNUM KOREAN SPICE
(5) SILKY DOGWOOD
LIMIT OF CLEARING (TYP.)
BETWEEN SWALE/BASIN AND
SEED MIX TO BE PLANTED
CONSERVATION WILDLIFE
M
M
(SHEET FLOW RUNOFF)
FLUSH WITH SURROUNDING GRADE
CUL-DE-SAC EDGE OF PAVEMENT
CLUBHOUSE RECREATION AREA
29,100 SF (0.67 AC)
LIMIT OF CLEARING
NON-ENCROACHMENT BOUNDARY
LIMIT OF WETLAND BUFFER RESTORATION
LIMIT OF SAWCUT
EDGE OF PAVEMENT W/ CURB
CONCRETE CURB & SIDEWALK
CONCRETE SIDEWALK
DUMPSTER PAD
STONE WALL TO REMAIN
VINYL SCREENING FENCE
VINYL CROSSBUCK ENTRANCE FENCE
LIMIT OF RECREATION AREA
TIMBER GUIDE RAIL
CROSSWALK
PAVEMENT STRIPING
ACCESSIBLE ICON MARKING
POLE MOUNTED LIGHT FIXTURE
BOLLARD LIGHT FIXTURE
BOUNDARY (TYP.)
PROPOSED NON-ENCROACHMENT
LIMIT OF SELECTIVE CLEARING
PROPOSED OPEN SPACE & ACTIVE RECREATION
AREA ALONG CUL-DE-SAC 58,000 SF (1.33 AC+)
100' (MIN.)
100'
MIN.)
CALCULATION OF AREA ONLY)
DRAINAGE PATTERNS TO BE MAINTAINED. (LIMITS SHOWN FOR
FOR OPEN SPACE & RECREATIONAL USE. EXISTING GRADES AND
CLEARED, GRUBBED, FINISH GRADED, AND SEEDED WITH GRASS
AREA BETWEEN CUL-DE-SAC AND DETENTION BASINS TO BE

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WETLAND AREA
WOODED
WETLAND AREA
WOODED
AREA
WOODED
AREA
WOODED
ROAD
WOODS
MOUND
ROCKY
D2-101
D2-102
D2-103
D2-104
D2-105
D2-106
R2-101
D2-107
36.2
36.9
37.6
33.9
33.8
33.8
34.2
34.4
34.4
33.3
33.4
33.0
32.9
27.2
22.3
21.3
21.9
23.2
19.9
20.2
20.8
22.7
22.7
22.6
20.2
21.9
20.0
19.6
22.6
21.8
34.5
24.2
25.4
24.5
24.8
25.3
25.5
24.5
25.0
24.5
25.9
24.6
23.4
21.0
17.8
20.0
17.1
21.1
23.1
26.4
27.0
27.2
26.2
27.7
28.4
27.9
28.1
27.6
25.7
23.9
22.6
21.9
19.6
19.2
18.5
22.1
22.2
23.2
23.1
20.6
19.2
25.6
25.9
27.2
27.8
28.3
28.8
28.2
29.7
23.8
28.5
27.5
22.6
28.4
28.6
30.8
31.0
30.6
28.6
27.1
29.9
29.1
30.3
30.4
28.9
23.1
34.5
31.3
31.5
30.7
28.5
29.6
29.2
28.3
29.6
26.8
26.2
21.4
18.8
19.7
21.8
18.4
24.3
23.9
24.6
22.5
22.7
27.6
26.8
26.4
27.1
25.8
25.9
26.0
29.4
28.7
29.7
29.7
30.1
29.4
28.4
33.3
28.2
34.6
20.1
19.0
20.7
21.0
27.5
27.1
24.7
18.0
17.5
17.1
18.9
26.2
28.3
24.1
24.8
26.8
28.2
18.1
16
22
28
22
22
26
26
24
22
18
28
32
28
26
24
28
26
28
28
30
30
30
20
H
Y
D
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Y
D
WATERFORD, CT
PROFESSIONAL SEAL
CONTACT INFORMATION
LEBANON, CONN 06249
191 NORWICH AVENUE
YANTIC RIVER CONSULTANTS, LLC
www.yanticriverconsultants.com
Web:
yanticriver@gmail.com
Email:
(860) 367-7264
Phone:
SCALE: 1" = 30'
PROJECT NUMBER:
00096 - 001
30
0
30
60
90
DATE
DESCRIPTION
12/30/20
PER IWWC COMMENTS / PZC SUBMISSION
SHEET
DATE
REVISED
11/18/20
10/25/21
OF
3
4
REVISION SUMMARY
2/10/21
PER CONDENSED COMMENTS
4/16/21
PER CONDITIONS OF APPROVAL
5/6/21
REVISED GAS & ELECTRIC SERVICE LOCATIONS
9/21/21
ADDED CLUBHOUSE
10/25/21
PER TOWN COMMENTS

WATERFORD WOODS
SITE MODIFICATION PLANS
PREPARED FOR
SIG CON ASSOCIATES
GRADING, DRAINAGE & UTILITY PLAN - SW
384 & 394 WILLETTS AVENUE
36.50
+

35.83
+
34.70

+
35.02

34.70

35.02

33.30

+
33.30

34.30
+

35.83
+

33.57

42.00

+
35.65

34.10
+
34.20

32.83

33.50
+

34.75
+

34.65
+

33.80
+

34.15
+
33.60

+
33.87

27.17
+

25.92
+

25.65
+

27.30

25.80
+

28.85

LP
LP
LP
LP
32
30
36
34
34
32
30
28
26
26
28
28
30
26
24
22
24
24
18
20
20
22
26
24
22
20
28
FL = 31.40
TF = 34.50
CB-C 303
44' - 12"Ø HDPE @ 0.041 FT/FT
METERS
GAS
FL = 29.60
TF = 32.33
YD-CL 305
FL(OUT) = 26.90
FL(IN) = 27.00
TF = 33.00
SMH 03
88' - 8" PVC(SDR35)
@ 0.007
ISOLATOR ROW
METERS
ELECTRIC
TO UTILITY SHED
WATER SUPPLY
FIRE & DOMESTIC
METERS
GAS
INV(W) = 29.85(12")
INV(E) = 29.35 (8")
INV(S) = 28.85(24")
TF = 33.25
OCS 01B
25' - 12"Ø HDPE @ 0.020 FT/FT
FL = 29.35
FE 01B
ECB
4"Ø FL = 28.30
FL(OUT) = 26.15
FL(IN) = 26.25
TF = 33.75
SMH 02
116' - 12"Ø HDPE @ 0.005 FT/FT
FL(N) = 28.85 (24")
FL(S&E) = 29.60 (12")
TF = 33.10
CB-C 301
BOTTOM STONE = 28.50
BOTTOM CHAMBER = 29.00
5 ROWS X 8 UNITS (40 UNITS TOTAL)
TREATMENT/INFILTRATION SYSTEM 01B
STORMTECH SC-740 SUBSURFACE
FL (OUT) = 20.72
FL(IN) = 20.82
FL(DROP) = 25.31
TF = 30.60
NEW SMH 01
FL(N) = 30.20 (12")
TF = 33.30
CB-C 302
113' - 8" PVC(SDR35)
@ 0.007
@ 0.005 FT/FT
173 LF 8"Ø PVC (SDR35)
GENERAL UTILITY NOTES
FOR CLARITY PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED.
5.
GIVEN TO THE OWNER IF THE FIELD VERIFICATION DIFFERS FROM THE INFORMATION ON THE DRAWINGS.
EXISTING PIPING, THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED. NOTIFICATION SHALL BE
WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURE OR WHERE CONSTRUCTION IS IN THE VICINITY OF
4.
CONTRACTOR.
BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPROPRIATE UTILITY COMPANY SHALL BE CONTACTED BY THE
3.
AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER.
ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED
SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND ORDER ALL NEW SERVICES, LOCATE AND MAINTAIN IN
2.
THE APPROPRIATE PUBLIC UTILITY COMPANY
ALL UNDERGROUND UTILITIES MUST BE INSTALLED IN ACCORDANCE WITH THE STANDARDS, SPECIFICATIONS AND DETAILS OF
1.
WATER
OR MECHANICAL ENGINEER FOLLOWING A HYDRANT FLOW TEST TO BE PERFORMED BY THE DEVELOPER AND/OR PROPERTY OWNER.
WITHIN THE CLUBHOUSE BUILDING. FIRE SUPPRESSION SERVICE PIPE SIZES SHALL BE CONFIRMED BY THE PROJECT ARCHITECT
FIRE SUPPRESSION WATER SERVICES PIPES SHALL BE INSTALLED FROM THE PRIVATE MAIN TO THE SPRINKLER CONTROL ROOM
4.
MECHANICAL ENGINEER FOLLOWING A HYDRANT FLOW TEST TO BE PERFORMED BY THE DEVELOPER AND/OR PROPERTY OWNER.
ROOMS LOCATED IN EACH BUILDING. THE SERVICE AND METER SIZES SHALL BE CONFIRMED BY THE PROJECT ARCHITECT OR
DOMESTIC WATER SERVICE PIPES (SIZE TBD) SHALL BE INSTALLED FROM THE PRIVATE MAIN TO A METER WITHIN THE UTILITY
3.
WATER APPURTENANCES ON THE SITE.
THE TOWN OF WATERFORD AND CITY OF NEW LONDON FOR THE PURPOSES OF ACCESSING THE METERS, VALVES AND
MAIN IS THE SOLE RESPONSIBILITY OF THE DEVELOPER AND/OR PROPERTY OWNER. AN EASEMENT SHALL BE GRANTED TO
FIRE HYDRANTS AS SHOWN ON THE PLAN. INSTALLATION, OPERATION, MAINTENANCE, AND REPAIR OF THE PRIVATE WATER
ON SITE TO PROVIDE DOMESTIC AND FIRE SUPPRESSION WATER SUPPLY TO THE CLUBHOUSE AND FUTURE BUILDINGS AND NEW
THE 8"Ø CLDIP (CLASS 52) PRIVATE WATER MAIN SHALL BE EXTENDED BY THE DEVELOPER FROM THE NEW PRIVATE WATER MAIN
2.
WATER MAIN AND SERVICES OF THE WATERFORD UTILITY COMMISSION AND THE CITY OF NEW LONDON PUBLIC UTILITIES.
INSTALLATIONS BY DEVELOPERS IN THE TOWN OF WATERFORD" AND ALL OTHER RULES AND REGULATIONS FOR
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE "STANDARDS AND SPECIFICATIONS FOR WATER MAIN
1.
SANITARY
ELECTRIC & TELECOMMUNICATIONS
AND DRIVEWAYS ARE ADEQUATELY LIGHTED. PANEL & CONDUIT SIZE AND LOCATION TO BE DETERMINED BY OWNER.
LIGHTS SHALL BE SERVED BY A COMMON OWNER'S PANEL WITH APPROPRIATE CONTROLS TO ENSURE PARKING AREAS, SIDEWALKS
ALL AREA LIGHTING SHOWN ON THE PLANS, INCLUDING POLE MOUNTED AREA LIGHTS, BUILDING MOUNTED LIGHTS AND SIGN SPOT
2.
BUILDINGS SHALL BE COORDINATED BETWEEN THE OWNER AND THE APPROPRIATE UTILITY COMPANY.
FINAL CONNECTION LOCATION, SIZE & TYPE OF CONDUIT, TRANSFORMERS, METERS & OTHER ELEMENTS TO SERVE THE
1.
GAS
GAS METERS SHALL BE INSTALLED IN THE GENERAL LOCATIONS SHOWN OR AS REQUIRED BY THE PROJECT ARCHITECT.
3.
DESIGN & SIZING OF ALL NATURAL GAS VALVES, PIPING AND OTHER ELEMENTS TO BE PROVIDED BY OTHERS.
2.
YANKEE GAS SERVICES COMPANY, THE TOWN AND APPLICABLE CODES.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS FOR GAS SERVICE OF THE
1.
UTILITY STATEMENT
GENERAL GRADING NOTES
WAY, PUBLIC SAFETY, NOR NATURAL RESOURCES.
SITE WORK, AND MAINTAIN NO ADVERSE IMPACT ON ABUTTING PROPERTIES, THE PUBLIC RIGHT OF
DEVELOPMENT, MAINTAIN STABILITY AND MAINTENANCE OF GRADED AREAS UPON COMPLETION OF
DEPOSITION OF MORE MATERIAL(S) THAN NECESSARY TO ACCOMMODATE THE PROPOSED
EXTRACTION, GRADING, FILLING AND/OR PROCESSING SHALL NOT INVOLVE THE REMOVAL OR
10.
INDICATED ON THE PLANS.
SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE
9.
ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS.
8.
FOR, AND CORRECT IF ANY, "BIRD BATH" CONDITIONS.
PROVIDE POSITIVE DRAINAGE WITHOUT PONDING. AFTER INSTALLATION, CONTRACTOR TO TEST
7.
WILL BE DETERMINED AT THE TIME OF CONSTRUCTION.
REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING OR PARKING AREAS
LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR
AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE
6.
GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED
5.
INSTRUCT AND OBSERVE.
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE IS PRESENT TO
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IN, AROUND OR OVER UTILITIES, THE
PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE
TO START, OR AS REQUIRED BY GOVERNING UTILITY COMPANY, TO VERIFY IF ANY UTILITIES ARE
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS
4.
COMPANIES SO AS NOT TO CAUSE DAMAGE.
AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY
THE EXCAVATING CONTRACTOR SHALL TAKE PARTICULAR CARE WHEN EXCAVATING IN AND
3.
FIELD CONDITIONS TO THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY.
CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF
2.
PERFORMED IN ACCORDANCE WITH THE TOWN OF WATERFORD STANDARD SPECIFICATIONS.
CONSTRUCTION FORM 817 AS APPLICABLE. WORK WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE
OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT
1.
DRAINAGE
BEFORE YOU DIG" AT 1-800-922-4455, IN ACCORDANCE WITH CBYD NOTIFICATION PROCEDURES PRIOR TO COMMENCING WORK.
BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY "CALL
ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST
SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE IN NATURE.
GROUND UTILITIES COMPRISE ALL
AND OTHER SOURCES. THE SURVEYOR AND THIS PLAN SET MAKE NO GUARANTEE THAT THE UNDER-
RECORD MAPPING SUPPLIED BY THE RESPECTED UTILITY COMPANIES OR GOVERNMENT AGENCIES, PAROLE TESTIMONY, FIELD SURVEY
UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM
SHALL BE PVC (SDR-35) OR APPROVED EQUAL AND SHALL HAVE A MINIMUM SLOPE OF 2% AND MAXIMUM SLOPE OF 10%.
THE CLUBHOUSE BUILDING SHALL BE SERVED BY A SEPARATE 6" SANITARY LATERAL AS SHOWN ON THE PLAN. LATERALS
5.
IF MINIMUM CLEARANCE IS NOT PROVIDED, THEN THE SEWER LINE SHALL BE CONSTRUCTED OF C-900 PVC OR DUCTILE IRON PIPE.
A MINIMUM CLEARANCE OF 10' HORIZONTAL AND 18" VERTICAL SHALL BE PROVIDED BETWEEN WATER AND SANITARY SEWER LINES.
3.
THE 8" PVC (SDR-35) PRIVATE SEWER COLLECTION MAIN SHALL BE EXTENDED AS SHOWN ON THE PLANS.
2.
OF THE WATERFORD UTILITY COMMISSION.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS FOR SEWER MAIN AND SERVICES
1.
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS.
COMMISSION WITH WRITTEN VERIFICATION FROM THE DESIGN ENGINEER THAT THE SYSTEM WAS
AN AS-BUILT SURVEY OF THE STORMWATER SYSTEM COMPONENTS SHALL BE SUBMITTED TO THE
5.
INSTALLATION OF OUTLET STRUCTURES AND PIPE CONNECTIONS
C.
GRADING OF AND PLACEMENT OF FILTER MATERIAL WITHIN DETENTION BASINS
B.
EXCAVATION LIMITS AND SURROUNDING UNDISTURBED SOILS
A.
ACCORDANCE WITH THE PLAN:
DETENTION & TREATMENT SYSTEMS AND CERTIFY THAT IT WAS CONSTRUCTED SUBSTANTIALLY IN
THE DESIGN ENGINEER SHALL OVERSEE THE INSTALLATION OF THE PROPOSED STORMWATER
4.
FILTRATION AND INFILTRATION.
THE VEGETATED DETENTION BASINS HAVE A DEPRESSED BOTTOM ELEVATION ENCOURAGING
D.
SYSTEM WILL CAPTURE TOTAL SUSPENDED SOLIDS (TSS) AND DEBRIS.
FILTER SWALES AND DISCHARGED TO SEDIMENT FOREBAY/FILTER BASIN. IN COMBINATION THE
CONCENTRATED FLOWS FROM THE COLLECTION SYSTEM WILL BE DIVERTED THROUGH VEGETATED
C.
ALL CATCH BASINS SHALL HAVE 2' (MIN.) DEEP SUMPS.
B.
IMPERVIOUS SURFACES HAVE BEEN DISCONNECTED WHERE POSSIBLE.
A.
STORMWATER RUNOFF FROM IMPERVIOUS SURFACES WILL BE TREATED AS FOLLOWS:
3.
PEAK FLOW RATES OR VOLUMES DISCHARGING TO THE DOWNGRADIENT WETLANDS OR PROPERTIES.
EVENTS AS COMPARED TO PRE-DEVELOPED (EXISTING) CONDITIONS. THERE WILL BE NO INCREASE IN
THE DETENTION BASINS ATTENUATE PEAK FLOW RATES FOR THE 2, 5, 10, 25, 50 AND 100-YEAR STORM
2.
FILTER SWALES & DETENTION BASINS.
OF ROOF LEADERS, SWALES, YARD DRAINS, CATCH BASINS & PIPING AND DISCHARGED TO VEGETATED
STORMWATER RUNOFF FROM THE PROPOSED DEVELOPMENT WILL BE COLLECTED THROUGH A SERIES
1.
MANAGEMENT SYSTEMS FUNCTION AS DESIGNED.
IMPLEMENTED FOR THE PROPOSED SITE MODIFICATIONS TO ENSURE THAT STORMWATER
THE OPERATION & MAINTENANCE PLAN INCLUDED ON THE ORIGINAL APPROVED PLAN SET SHALL BE
STORMWATER O&M
VOL = 1,800 CF
AREA = 1,800 SF
BOT. ELEV. = 21.00
SEDIMENT FOREBAY
POOL
PLUNGE
RIPRAP
FILTER BERM
SEDIMENT FOREBAY
FILTER BED = 20.50
DETENTION POND 03A
FILTER BED = 17.50
DETENTION POND 03A
FL (OUT) = 21.66
FL(IN) = 21.76
TF = 27.35
NEW SMH 202
209' - 8" PVC(SDR35) @ 0.004
104' - 8" PVC(SDR35) @ 0.004
172' - 8" PVC(SDR35) @ 0.004
FL (OUT) = 22.18
FL(IN) = 22.28
TF = 27.32
NEW SMH 203
FL (OUT) = 22.97
FL(IN) = 23.07
TF = 27.30
NEW SMH 204
SUPPLY TO UTILITY ROOM
FIRE & DOMESTIC WATER
METERS
GAS
THRUST BLOCK
END CAP W/
HYDRANT
HYDRANT
FL = 22.30
FE 500
(54" MIN. COVER)
PRIVATE WATER MAIN
8"Ø CLDIP (CLASS 52)
(BY OTHERS)
NATURAL GAS MAIN
BUILDING C
FIRST FLOOR FF = 36.50
3 STORY (30-UNIT)
CLUBHOUSE
FIRST FLOOR FF = 27.17
2 STORY
FILTER SWALE
LEADERS TO VEGETATED
PATIO DRAINS, AND ROOF
DISCHARGE YARD DRAINS,
FL = 17.50
FE 03B
FL = 21.00
FE 03A
20' - 12"Ø HDPE @ 0.010 FT/FT
12' - 12"Ø HDPE @ 0.010 FT/FT
FL = 22.42
TF = 25.60
CB-C 501
FL = 22.62
TF = 25.60
CB-C 502
INV(SE) = 18.00 (12")
(1) 4"Ø ORIFICE = 18.25
(1) 4" X 30" ORIFICE = 19.67
TF = 20.67
OCS 03B
15' - 12"Ø HDPE @ 0.020 FT/FT
POOL
PLUNGE
RIPRAP
ECB
INV(N) = 21.25 (12")
(1) 4"Ø ORIFICE = 21.50
(2) 6"Ø ORIFICE = 22.15
(1) 4" X 36" ORIFICE = 23.25
TF = 24.25
OCS 03A
15' - 12"Ø HDPE @ 0.010 FT/FT
ECB
(SHEET FLOW RUNOFF)
FLUSH WITH SURROUNDING GRADE
CUL-DE-SAC EDGE OF PAVEMENT
GRADE TO DRAIN (TYP.)

DRAINAGE PATTERNS TO BE MAINTAINED.
FOR OPEN SPACE & RECREATIONAL USE. EXISTING GRADES AND
CLEARED, GRUBBED, FINISH GRADED, AND SEEDED WITH GRASS
AREA BETWEEN CUL-DE-SAC AND DETENTION BASINS TO BE

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WATERFORD, CT
PROFESSIONAL SEAL
CONTACT INFORMATION
LEBANON, CONN 06249
191 NORWICH AVENUE
YANTIC RIVER CONSULTANTS, LLC
www.yanticriverconsultants.com
Web:
yanticriver@gmail.com
Email:
(860) 367-7264
Phone:
SCALE: 1" = 30'
PROJECT NUMBER:
00096 - 001
30
0
30
60
90
DATE
DESCRIPTION
12/30/20
PER IWWC COMMENTS / PZC SUBMISSION
SHEET
DATE
REVISED
11/18/20
10/25/21
OF
4
4
REVISION SUMMARY
2/10/21
PER CONDENSED COMMENTS
4/16/21
PER CONDITIONS OF APPROVAL
9/21/21
ADDED CLUBHOUSE
10/25/21
PER TOWN COMMENTS

WATERFORD WOODS
SITE MODIFICATION PLANS
PREPARED FOR
WATERFORD WOODS, LLC
E & S PLAN - SOUTHWEST
384 & 394 WILLETTS AVENUE
32
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(TST 3)
SILT TRAP
TEMPORARY
DISTURBANCE ACTIVITIES (TYP.)
DOWNGRADE OF ALL LAND
SILT FENCE TO BE INSTALLED
SPLASH PAD (TYP.)
MODIFIED RIPRAP
ECB (TYP.)
EROSION CONTROL BLANKET
ECB
BY THE CONSERVATION COMMISSION'S AGENT
PRIOR TO THE START OF SITE CLEARING AND APPROVED
LOCATED IN THE FIELD BY A LICENSED LAND SURVEYOR
(TYP.) LIMITS SHALL BE
LIMIT OF PROPOSED CLEARING
SCOUR HOLE & LEVEL SPREADER
MODIFIED RIPRAP PREFORMED
(TST)
SILT TRAP
TEMPORARY
(TST)
SILT TRAP
TEMPORARY
STOCKPILE
SOIL
WITH SILT SACK (TYP.)
CATCH BASIN PROTECTED
STOCKPILE
SOIL
(TST)
SILT TRAP
TEMPORARY
AT 100' O.C. MAX. ALONG SWALES (TYP.)
HAY BALE OR STONE CHECK DAM
AT DISCHARGE POINT
HAY BALE OR STONE CHECK DAM
AT DISCHARGE POINT
HAY BALE OR STONE CHECK DAM
SCOUR HOLE & LEVEL SPREADER
MODIFIED RIPRAP PREFORMED
DISTURBANCE ACTIVITIES (TYP.)
DOWNGRADE OF ALL LAND
SILT FENCE TO BE INSTALLED
ROW ALONG SILT FENCE
WOOD CHIP BERM OR HAYBALE
ROW ALONG SILT FENCE
WOOD CHIP BERM OR HAYBALE
GENERAL CONSTRUCTION NOTES:
SEQUENCE OF CONSTRUCTION:
EROSION & SEDIMENT CONTROL PLAN:
EROSION & SEDIMENT CONTROL NOTES:
INSPECTION AND MAINTENANCE:
WATERFORD AND THE STATE OF CONNECTICUT.
THE CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF ALL LOCAL AGENCIES OF THE TOWN OF
2.
PERFORMED.
THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FOR THE WORK TO BE
1.
ESTABLISHED. CONTACT TOWN PRIOR TO REMOVAL.
REMOVE EROSION AND SEDIMENTATION CONTROLS WHEN PERMANENT VEGETATIVE COVER IS
13.
FINISH GRADE, SPREAD TOPSOIL, SEED, AND COMPLETE PLANTING.
12.
INSTALL CURBING AND BITUMINOUS CONCRETE FINISH COURSE
11.
INSTALL BITUMINOUS CONCRETE BINDER COURSE.
10.
INSTALL CONCRETE SIDEWALKS AND PADS.
9.
CONSTRUCT ACCESS DRIVES AND PARKING AREAS.
8.
INSTALL UTILITIES AND STORM DRAINAGE.
7.
INSTALL FOUNDATION & ERECT CLUBHOUSE.
6.
EXCAVATE / PLACE FILL AND ROUGH GRADE SITE.
5.
CLEAR AND GRUB AREAS AS REQUIRED. CLEARING TO BE STAKED BY LAND SURVEYOR.
4.
EXCAVATE & REMOVE STOCKPILES OF CONSTRUCTION & DEMOLITION DEBRIS.
3.
REQUIRED.
INSTALL EROSION CONTROL MEASURES AT THE LOCATIONS SHOWN ON THE PLANS OR AS
2.
AND EMERGENCY PHONE NUMBERS PROVIDED.
COORDINATE AND COMPLETE A MEETING WITH TOWN AND OWNER. RESPONSIBLE PARTIES TO BE IDENTIFIED
1.
STORMWATER CONTROLS ARE CONSTRUCTED IN NATIVE SOILS.
COLLECTED SILT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER TO ENSURE THE
WHERE A TST IS CONSTRUCTED IN THE LOCATION OF A SEDIMENT FOREBAY OR DETENTION BASIN ALL
A.
SWALES SHALL BE MAINTAINED TO CONTROL RUNOFF AND PREVENT SEDIMENT DISCHARGE TO WETLANDS.
OR THE ROAD OR WETLANDS AND WATERCOURSES. AT ALL TIMES DURING CONSTRUCTION, THE TST'S AND
THE TST'S. CONSTRUCTION WASTEWATERS SHALL NOT BE DIRECTLY DISCHARGED TO STORM DRAINAGE
SITE CONSTRUCTION. ALL DEWATERING DISCHARGE AND CONSTRUCTION RUNOFF SHALL BE DIRECTED TO
TEMPORARY SILTATION TRAPS (TST) AND DIVERSION SWALES SHALL BE INSTALLED AS NECESSARY DURING
7.
DUST CONTROL MEASURES SHALL BE APPLIED THROUGHOUT THE CONSTRUCTION PERIOD AS REQUIRED.
6.
AN EROSION CONTROL SYSTEM SHALL BE INSTALLED AROUND ALL STOCKPILES OF SOIL.
5.
BASINS ON SITE SHALL BE PROTECTED WITH STRAW WADDLES OR BALES.
SACKS AS SHOWN ON THE PLAN THROUGHOUT THE CONSTRUCTION PERIOD. IF REQUIRED, NEW CATCH
ALL CATCH BASINS WITHIN THE PROJECT AREA WILL BE PROTECTED WITH INLET CONTROL FILTER/SILT
4.
EQUIPMENT TRAFFIC. THE SURROUNDING ROAD SURFACES SHALL BE SWEPT AS REQUIRED.
TO PREVENT THE TRANSPORT OF SEDIMENTS OFF THE CONSTRUCTION SITE BY TRUCK AND CONST.
AN ANTI-TRACKING APRON WILL BE INSTALLED AT ALL ENTRANCES TO THE CONSTRUCTION SITE IN ORDER
3.
CONSTRUCTION WHEREVER POSSIBLE.
ALL EROSION AND CONTROL MEASURES SHALL BE INSTALLED AT THE PROJECT SITE PRIOR TO
2.
EMERGENCY CONTACT: TO BE PROVIDED PRIOR TO ISSUANCE OF BUILDING PERMIT.
OWNER & PARTY RESPONSIBLE FOR E&S CONTROL PLAN: WATERFORD WOODS, LLC
1.
TEMPORARY GRASS SEEDING SHALL BE PERENNIAL RYE GRASS APPLIED AT 100 LBS. PER ACRE.
12.
GRASS SEED MIXTURES SHALL BE APPLIED AT A RATE AS RECOMMENDED BY MANUFACTURER.
11.
THE FOLLOWING DATES FOR SEEDING SHALL BE USED: SPRING: 4/15 TO 6/15, FALL: 8/15 TO 9/15
10.
AREAS OUTSIDE OF PAVED AREAS, WALKS, AND BUILDINGS ARE TO RECEIVE A MINIMUM 4" OF TOPSOIL.
9.
IN CTDOT FORM 817.
ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED AND FERTILIZED PER "TURF ESTABLISHMENT" SPEC.
8.
THESE PLANS OR AS DIRECTED BY THE ENGINEER OR TOWN.
THE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING ALL E&S CONTROL DEVICES AS SHOWN ON
7.
DEEMED NECESSARY OR REQUIRED BY THE ENGINEER OR THE TOWN.
ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD IF
6.
CONSISTENT WITH THE INTENT OF THE PLAN.
SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES SHALL BE DISPOSED OF IN A MANNER WHICH IS
5.
CONSTRUCTION PERIOD AS NECESSARY OR AS REQUIRED BY THE ENGINEER OR THE TOWN.
ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED OR REPLACED BY THE CONTRACTOR DURING THE
4.
2002, AS AMENDED AND THE TOWN OF WATERFORD REGULATIONS.
SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", DATED
ALL E&S CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND
3.
E&S CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE TOWN.
2.
CONSTRUCTION WILL COMMENCE IN THE FALL 2021 AND BE COMPLETED IN 2022, WEATHER PERMITTING.
1.
ALL STORMWATER STRUCTURES SHALL BE CLEANED AFTER REMOVAL OF E&S CONTROLS.
4.
THE HEIGHT (MAX.)
2
1
STRAW BALES - REMOVE COLLECTED SEDIMENT WHEN LEVELS REACH
iv.
SILT SACKS - CLEAN PER MANUFACTURER'S RECOMMENDATIONS
iii.
THE HEIGHT (MAX.)
2
1
SILT FENCE - REMOVE COLLECTED SEDIMENT WHEN LEVELS REACH
ii.
CAPTURE OF SEDIMENTS WITHIN VOIDS
ANTI-TRACKING APRON - REPLENISH OR REPLACE STONE WHEN NECESSARY TO ENSURE SUFFICIENT
i.
SHALL BE INSPECTED WEEKLY AND CLEANED AS FOLLOWS:
TEMPORARY CONTROLS, INCLUDING ANTI-TRACKING APRON, SILT FENCE, SILT SACKS, & STRAW BALES
B.
CONSTR. DRIVEWAY SHALL BE INSPECTED DAILY AND TRACKED MATERIALS SWEPT AS REQUIRED
A.
THE FOLLOWING ROUTINE INSPECTION AND MAINTENANCE SCHEDULE SHALL BE IMPLEMENTED:
3.
STORMWATER TREATMENT STRUCTURE - PER MANUFACTURER'S RECOMMENDATIONS
D.
CAPACITY
2
1
DEWATERING BASINS - REMOVE COLLECTED SEDIMENT WHEN LEVELS REACH
C.
DEPTH
4
1
SWALES - REMOVE COLLECTED SEDIMENT WHEN LEVELS REACH
B.
DEPTH OF SUMP
2
1
CATCH BASINS - REMOVE COLLECTED SEDIMENT WHEN LEVELS REACH
A.
THAN 0.1 INCHES AND CLEANED AS FOLLOWS:
ALL STORMWATER STRUCTURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAINFALL EVENTS GREATER
3.
EVENTS GREATER THAN 0.1 INCHES
ALL E&S CONTROLS SHALL BE INSPECTED, REPAIRED, AND CLEANED WITHIN 24 HOURS AFTER RAINFALL
2.
CLEANED TO ENSURE THEY ARE IN PROPER WORKING ORDER.
CONDITIONS OR EFFECTS, ALL E&S CONTROLS SHALL BE INSPECTED, MAINTAINED, REPAIRED AND/OR
PRIOR TO A MAJOR STORM IN WHICH THE NOAA ISSUES WARNINGS OF FLOODING, SEVERE WEATHER
1.
UNTIL THE SITE IS STABILIZED.
RESPONSIBLE PARTY SHALL IMPLEMENT THE FOLLOWING MEASURES THROUGHOUT THE CONSTRUCTION PERIOD
REGULAR INSPECTION AND MAINTENANCE IS CRITICAL FOR THE EFFECTIVENESS OF E&S CONTROLS. THE
RUNOFF TO SILT TRAPS (TYP.)
DIVERT CONSTRUCTION STORMWATER