Conservation Commission - 1175 (10/23/2025)

SITE 
DATA 
TABLE 
- 
ZONE 
R-20 
EROSION 
AND 
SEDIMENT 
CONTROL 
PLAN:
ITEM 
REQUIRED 
PROVIDED 
1, CLEARING, 
GRUBBING, 
AND 
GRADING 
OF THE 
PROPOSED 
SITE
LOTAREA 
30,000 
SF. 
32,479 
SF 4). 
(EXIST) 
TOBE] LIMITED 
TO REAS 
ADJACENT 
TO THE 
PROPOSED 
HOUSE
LOT 
FRONTAGE 
85 FT. 
160.00 
FT. 
(EXIST.) 
2. DISTURBED 
AREAS 
TO BE 
LOAMED, 
SEEDED, 
AND 
MULCHED.
os 
LOT 
WIDTH 
100 
FT. 
148.0 
FT. 
(EXIST.) 
WITH 
HAVHALES 
GF SILT 
TENCE,
a 
FRONT 
YARD 
50 FT. 
52.5! 
4, ALL 
CUT 
AND 
FILL 
SLOPES 
ARE 
NOT 
TO 
EXCEED 
3:1 
SLOPES.
x 
5. PRIOR 
TO 
SITE 
DISTURBANCE, 
THE 
REPRESENTATIVE 
OF THE
Z 
REAR 
YARD 
30 FT. 
159't 
(DECK) 
TOWN 
OF 
WATERFORD 
SHALL 
BE 
NOTIFIED 
WHEN 
SEDIMENT
i 
SIDE 
YARD 
(SOUTH) 
a0 ET. 
22.5' 
(DECK) 
CONTROL 
MEASURES 
ARE 
IN PLACE 
SO THAT 
THE 
INSPECTION
OF 
BUILDING 
HEIGHT 
35 FT. 
26 FT. 
6. THE 
CONTRACTOR 
WILL 
BE 
RESPONSIBLE 
FOR 
THE 
INSTALLATION
ro 
AND 
MAINTENANCE 
OF ALL 
REQUIRED 
SEDIMENT 
CONTROL
S 
LOT 
COVERAGE 
25% 
ALLOWED 
4% 
MEASURES 
THROUGHOUT 
CONSTRUCTION.
7. DUST 
CONTROL 
WILL 
BE 
ACCOMPLISHED 
BY 
SPRAYING 
WITH
= 
WATER, 
AND 
IF NECESSARY 
THE 
APPLICATION 
OF 
CALCIUM 
CHLORIDE.
" 
TEMPORARY 
VEGETATIVE 
COVER:
PER 
1000 
S.F.
STRAW/HAY 
70-90 
Ibs. 
FREE 
FROM 
WEEDS
WOOD 
CHIPS 
—_—_ 
185-275 
Ibs. 
FREE 
OF 
COARSE 
MATTER
PLANTING 
SCHEDULE: 
121bs 
NITROGEN 
/ 
TON
45%
RED
FESCUE
: 
45% 
KENTUCKY 
BLUE 
GRASS
a
NF 
5 
ee 
LOCATION 
MAP
MARK 
S. STODD 
ARD, 
JR. & 
__-- 
t 
c 
FILTER 
1000500 
0 
1000
CHRISTINE 
L. CHAMPAGNE 
es 
/ 
FABRIC 
_—
VOL. 
1881 
PG. 
964 
{ee 
— 
\ T 
ANGLE 
10° 
UP 
SLOPE 
GRAPHIC 
SCALE 
IN FEET
a 
<n 
Vea 
POST 
FOR 
STABILITY 
AND
a 
/ 
\ 7 
SELF 
CLEANING
ee 
ee 
; 
Ae: 
= BS
ae 
seer 
oy 
LP 
COMPACTED 
a |B
jos 
Be 
o 
°
aig
ee
EXxI
_
ye
a
eee
ee
pre
aa
.
CONNECTICUT
COLLEGE
HRAINAGE 
@ 
erp” 
a 
ae 
\ 
, 
ei 
eh 
ee 
SILT 
FENCE
\ 
BASEMENT 
eo 
nee: 
ae 
oe a 
NOT 
TO 
SCALE
eee 
Na 
; 
‘ 
(~~7 
_. ee 
Bai 
\ 
Mi 
Sp a
\
Je
soos
———
|
V
y
mn
ag
See
Thy
‘
eS
\
\
i
i
W
.
ae
a.
Ss
aS
y
i
/ 
ae 
\ 
on 
i. 
“<\_-138
\ 
Z 
if 
os 
TE 
S\-8
se 
Po 
ga 
ea 
Ma 
7 
u 7 
; 
ee 
ee 
1. THIS 
SURVEY 
HAS 
BEEN 
PREPARED 
PURSUANT 
TO THE 
REGULATIONS 
OF 
CONNECTICUT
\ 
ait 
3 
; 
8 
STATE 
AGENCIES 
SECTIONS 
20-300b-1 
THROUGH 
20-300b-20 
AND 
THE 
"STANDARDS
nr 
wt 
ne 
\ 
LIMITS 
OF 
INLAND 
WETLANDS 
FOR 
SURVEYS 
AND 
MAPS 
IN THE 
STATE 
OF 
CONNECTICUT" 
AS ADOPTED 
BY THE
if 
all 
le 
ae 
ind 
ee 
ee 
% 
AS 
SHOWN 
ON 
THE 
APPROVED 
‘ 
CONNECTICUT 
ASSOCIATION 
OF LAND 
SURVEYORS, 
INC. 
ON 
SEPTEMBER 
26, 1996. 
IT
( 
et 
SUBDIVISION 
PLAN 
IS A IMPROVEMENT 
LOCATION 
SURVEY 
BASED 
ON A RE-SURVEY 
AND 
CONFORMS 
TO
\ 
\ 
HORIZONTAL 
ACCURACY 
CLASS 
A-2.
; 
\ 
ts 
PROPOSED 
; 
2. FOR 
SUBJECT 
PROPERTY 
REFERENCE 
IS MADE 
TO THE 
TOWN 
OF 
WATERFORD 
LAND
’ 
\ 
ws 
1
| 
é 
a 
Pe 
i 
KLEEN 
DAA 
A SO 
LIMITS 
OF 
TYEE Gs ds Geet 
epee 
B' 
RECORDS 
VOLUME 
1881 
- PAGE 
771.
Z 
| 
' 
al 
\ 
oF 
Fi 
Ko 
SO 
CLEARING 
: 
i 
; 
‘
‘S> 
eo 
— 
i 
\\ 
ae 
= 
io. 
LOCATION 
AS 
SHOWN 
ON 
APPROVED 
we 
142 
i 
3. TOTAL 
AREA 
OF PROPERTY 
- 32,479 
SQUARE 
FEET: 
(0.75 
ACRES+).
-_s 
. 
eee 
oe 
SUBDIVISION 
PLAN 
a
‘ 
5 
ss so 
WY 
wees 
a! 
FOOTING 
“ 
ra 
4, THE 
PROPERTY 
IS LOCATED 
IN ZONING 
DISTRICT 
R-20.
wae 
4 
be a 
; 
bse 
nN 
“aia ‘ 
eee 
+ 
Ly 
gl. 
= 
5. TOPOGRAPHIC 
INFORMATION 
SHOWN 
COMPLIES 
WITH 
T-2 
MAPPING 
STANDARDS.
TF-152.6 
. 
oh cone 
were, 
= 
. 
BASE 
FOR 
ELEVATIONS: 
N.A.V.D. 
1988.
ae
..
Bh
as
PROPOSED
- 
SEWER 
. 
6. THE 
PROPOSED 
RESIDENCE 
IS TO BE 
SERVICED 
BY 
MUNICIPAL 
SEWER 
AND
conc. \ 
\- 
I 
a 
a oes 
146 
WATER.
J 
CURB 
oe 
7. CONTRACTOR 
SHOULD 
COORDINATE 
SEWER 
& WATER 
CONNECTIONS 
WITH
a 
S 
THE 
PROPER 
TOWN 
AGENCY. 
THE 
ELEVATION 
OF 
THE 
SEWER 
STUB 
SHOULD
\ 
e 
ee. 
148 
BE 
VERIFIED 
PRIOR 
TO THE 
INSTALLATION 
OF THE 
SEWER 
SERVICE.
ee 
- 
Es 
8. IF BLASTING 
IS REQUIRED 
A PRE-BLAST 
SURVEY 
SHOULD 
BE 
PERFORMED 
PRIOR
pha 
dberr 
neon: 
| 
- 
459 
TO THE 
START 
OF 
BLASTING.
(SEE
NOTE
#7)
|
|
7
| 
gail
‘aside 
SROBOSED 
MAP 
REFERENCES:
lead 
y 
UTILITIES
R-647.76 
x 
1. PILGRAMS 
LANDING 
II TOPOGRAPHIC 
PLAN 
- PLAN 
SHOWING 
THE 
RESUBDIVISION
L-160.00' 
Is 
OF 
PROPERTY 
OF ANNA 
& RICHARD 
CARBONI, 
3 & 5 
BLOOMINGDALE 
ROAD,
CHD.-159.59' 
4 
\j 
WATERFORD, 
CONNECTICUT, 
ZONE: 
R-20, 
SCALE: 
1"=40', 
APRIL 
20, 1990,
CBRG-N25°02'44"W 
an 
REV. 
JUNE 
6, 1990, 
PREPARED 
BY 
WILLIAM 
F. KENT.
eZ, 
5 
2. EASEMENT 
PLAN 
- MAP 
SHOWING 
EASEMENT 
AREA 
TO BE 
GRANTED 
TO THE 
SOUTHERN
¥ 
o¥oe 
NEW 
ENGLAND 
TELEPHONE 
COMPANY, 
OVER 
PROPERTY 
OF CURTIS 
C. CARBONI,
%, 
: 
OR 
5 
BLOOMINGDALE 
ROAD, 
WATERFORD 
CONNECTICUT, 
SCALE: 
1"=10', 
DATE: 
JULY 
2000,
K 
Ko: 
N/F 
PREPARED 
BY 
DONALD 
M. 
STRONG.
PROVIDE 
acess 
MICHELE 
M. 
MOROCHO 
&
CONSTRUCTION
ee
LUIS
D.
MOROCHO
ENTRANCE 
\ 
«eel 
i 
VOL. 
1815 
PG. 
116
(SEE 
DETAIL) 
en 
A 
Cee
::
WATER 
SERVICE 
\, 
,
(SEE 
NOTE 
#7) 
7
159.
\
x
gc
Ox
2025
,
elopment
PROJECT 
NO. 
25-093 
IMPROVEMENT 
LOCATION 
SURVEY
i 
HGEMh: 
Qty 
DRAWN 
BY: 
RAD.
S 
res 
eee, 
Se, i, % 
‘
VOL. 
VOLUME 
§ Ie OA
PG. 
PAGE 
2? & oS ¢ 
SCALE: 
1"=20! 
SUNMAR-RAF 
BUILDERS, 
LLC
NIF 
NOW 
OR 
FORMERLY 
E*eib 
seg 
oY S
S.F.
SQUARE
FEET
3
%
Novowo
f
$F
SHEET
10F
1
MON. 
MONUMENT 
% 
Momnsee 
£
IPIN 
IRON 
PIN 
“Wha 
syste 
REVISIONS 
#5 
BLOOMINGDALE 
ROAD
DH 
DRILL 
HOLE 
drsssasi¥ 
WATERFORD, 
CONNECTICUT
SMH 
SANITARY 
MANHOLE
BY. 
EXISTING 
AND 
BELIEF, 
THIS 
MAP 
IS 
SUBSTANTIALLY 
CORRECT
DMH 
DRAIN 
MANHOLE 
AP 
IS NOT 
VALID 
WITHOUT 
A 
LIVE 
SIGNATURE
ee 
152--—- 
EXISTING 
CONTOUR 
CONSTRUCTION 
ENTRANCE 
A) ai 
ie a aay 
atta 
ADVANCED 
SURVEYS. 
LLC
N 
- 
.
152 
PROPOSED 
CONTOUR 
aaa 
UM AA 
2S 
9/25/25 
4 
2
\ 
20 
10 
0 
20 
60 Terry 
Road, 
Griswold, 
CT 
06351
x155.5 
PROPOSED 
SPOT 
ELEVATION 
RICHARD 
A. 
DESCHAMPS 
_L.S. 
#70019 
DATE
an 
ane 
| 
Phone 
- (860) 
639-8928