HomeMy WebLinkAboutSubdivision Plan 11081997AREA TO BE DEEDED TO THE
TOWN OF MONTVILLE FOR 1 FORSYTH ROAD
ROAD PURPOSES — 12,800 S.F.±
v
12'±
APPROXIMATE c
-EMETER ...... ........
STREETLINE 900,± 6 4.13' 36 3
I Ll 10 9
115.87 15c).(jo' 2 3.4
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WLF#8A RTT DEVELOPMENT, INC
(REMAINING LAND)
NF2� iii
RTT DEVELOPMENT, INC
(REMAINING LAND)
%ollf -oll
25' WIDE RIGHT OF WAY
(SEE NOTE #15) EXISTING RIGHT OF WAY
TO BE ABANDONED
& RELOCATED:
ol
CUEVF
DELRADIIJ
PG.
A
aQ
CHORD
L±Q R D 0 EAR
jhl
LINE
SQUARE FEET
BEARING
TYPICAL
Lia J TA N C'j' E
1
1,3#37'l 7"
626.1 1'
148.85'
148,50'
S
28*49'1 4"E
I
N
77'4-9'53"
E
79.54'
2
80*09'31 "
36,64
51,2 6'
47.18'
S
62'05'21 "E
2
N
62 10 '3 7 "
E
12, 1.
3
15'39' 17"
475.67'
129,96'
129.56'
N
70*00'1 5"E
3
S
89` I 8'_3 7' 1
E
18,
4
28'30'46°`
390.04'
194.10'
192,10'
N
76*26'00"E
4
S
2 0'36"
E
27,
5
03`33'07"
533,13'
33,05'
33.05'
S
82*23'062'E
_j
Ld
_,'i
6
03'37'42"
533.13'
33,76'
33.75'
N
85* 16'04"E
N
62" 1013711
E
8 5
7
11'41'37"
632.21'
129,03'
128.80'
N
77*36'25"E
6
S
89'18,37,1
E
8
03"34'01 "
555.19'
34,56'
34,56'
N
80*46'58"E
7
r-
89* 1 8'37"
E
1 5, 2
9
02'24'55"
626.11'
26,39'
26.39'
S
34.25'25"E
8
S
8G'36'33"
E
10
1.1.12'22"'
626,1 V
122.46'
122.26'
S
27*36'47"E
11
05'29'26"
390,04'
37.38'
37.36'
N
64*55'20"E
9
N
0,R'-- 4'2 5 "
E
3 6, 4 -7
12
19*54'50"
390,04'
135.56'
134,88'
S
77'37'27"E
10
N
84 1 `05"
E
C_
1'
00'41'23"
390,04'
21.16'
21.16'
N
89'08'08"E
s
88'15'22"
w
14
'Z
861*5-1 29"
25.00'
37,91'
34,38'
N
44*08'08"E
16
90100,00"
25.00'
39,27'
35.35'
S
44# 18'37"E
16
03"45'01 "
632.21'
41,38'
41,37'
N
81'34'43"E
17
07"56'36"
632,2 1'
87,65'
87,58'
N
73'43'55"E 7
LEGEND:
VOL,
VOLUME
PG.
PAGE
N/F
NOW OR FORMERLY
S. F.
SQUARE FEET
Typ.
TYPICAL
t
BUILDING SETBACK LINE
In
MONUMENT TO BE SET
0
IRON PIN OR DRILLHOLE TO BE SET
CL&P
CONNECTICUT LIGHT & POWER
SNET
SOUTHERN NEW ENGLAND TELEPHONE
APPROXIMATE
STREETLINE 1,570'±
AREA TO BE DEEDED TO THE
TOWN OF MONTVILLE FOR
ROAD PURPOSES — 21,900 S.F.±
CHAPEL HILL ROAD
0
0
N/F
RTT DEVELOPMENT, INC
(REMAINING LAND)
TO MY KNOW BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT
AS NOTUiO
HARD H. STROUSE L.S. #9679
11/8/98
DATE
N/F
W"LLIAM N. & RUTH R,
WHITTLESEY
VOL.109 PG.220
LOT_AREATABLE
V-001
- 41,656
S.F.±
- (0-96
ACRES±)
-002
- 43,813
S.F.±
- (1.01
ACRES±)
-7-003
- 42,286
S.F.±
- (0.97
ACRES±)
004 -
41,468
S.F.±
- (0-95
ACRES±)
-'j05 -
50,502
S.F.±
- (1.16
ACRES±)
006 -
42,366
S.F.±
- (0,97
ACRES±)
-007 -
45,91 2
S.F.±
- (1-05
ACRES±)
-DO 8 -
40,500
S.F.±
- (0-93
ACRES±)
9-009 -
49,640
S.F.±
- (1.14
ACRES±)
10 -
40,066
S.F.±
- (0-92
ACRES±)
D 1 1 -
4C,845
S.F.±
- (0,94
ACRES±)
D 12 -
43,771
S.F.±
- (1,00
ACRES±)
�-313 -
43,577
S.F.± -
(1-00
ACRES±)
100 50 0 100
0 RAPHIC SCALE IN FEET
REVISIONS
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DATE: 11 /8/97
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DATE: 11 /8/97
SCALE: 1 "=100'
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2 OF 4
EBQSION AND SEDIMENT CONTROL REPORT:
SUBDIVISION PLAN
PREPARED FOR
RTT DEVELOPMENT, INC,
FDRSYTH ROAD & CHAPEL HILL ROAD
k4ONTNLLE. CONNECTICUT
REFERENCE IS. -MADE TO:
1. Subdivision plan prepared for Rtt Development, Inc.
Forsyth Road & Chapel Hill Rood, Montville, Connecticut
`
2. Connecticut Guidelines for SoU Erosion and Sediment
Contro|, January 1985,
3. Soil Survey of New London County Connectiout, U.&D.A. 3oU
Conservation Service 1983.
Proposnd Development will allow for the creation of 14 new
Building Lots ranging in size from 0.92 Acres to 1.16 Acres,
The development of each lot will cause the disturbance .'
of approximately 0.25 f/- Acres. `
^
^�QILu�___
The proposed site is composed of the following soil types:
°
Carlisle muck "Ce
Canton and Charlton "CbB" '
Canton and Charlton "CoB"
Canton and Charlton "CdC"
Sutton "SxB"
"Ce" - Nearly |eve|, very poorly drained soils with 0-2 percent slope,
"CbB" - Gently sloping well drained soils on g|ooio| till upland hills,
"CoB" - Gently sloping well drained soils on glacial till upland hills,
stones and boulders cover 1 to 8 percent of the surface,
"CdC" - Gently sloping well drained soils on g|ooio| till upland hills,
stones and boulders cover 1 to 25 percent of the surface,
"BxB" - Nearly level to gently sloping nnoderot1y well drained soil on
upland glacial tUl, stones and boulders cover 8 to 25 percent
of the surface.
DIEVELOPMEN!, SCHEDULE
It is anticipated that grading and construction activities cssociated
with the proposed development will begein March 1999 ond will be
completed in one year, Individual lots will be developed by RTT
Development, Inc,
SEQUENCE OF CONSTRUCTION:
1. Install erosion and sediment control structures.
2. Clear and grub proposed site area, stockpile topsoil,
3. Complete rough grading, install building foundation.
4. Complete building construction and inootU uitU|t/ee.
5. Install septic systern, well and driveway.
8. Loorn, seed and nnu|oh side slopes and disturbed areas.
7. Remove erosion and sediment contro|.
Prior to the commencement of operations in accordance with
any permit issued by the Town of Montville, the Contractor
shall install all erosion and sediment control rneosuros,
The Contractor shall obtain o site inspection from the Town of
Montville Enforcement Officer to ensure that all erosion and
sediment control measures have been installed in accordance with
this narrqt(ve. Upon certification with respect to the installation
of erosion and sediment control measures, the
Contractor may commence operations pursuant to the permit.
Erosion and sediment control devices shall be installed in
accordance with the "Filter Barrier Installation &
k4o|ntenonce" and "Hoy Bale Installation & Maintenance"
sections of this narrative hereinafter contained,
All stripping /s to be confined to the immediate
construction area. Topsoil shall he stockpiled so that
slopes do not exceed 2 to 1. A hovbo/e sediment barrier is
to surround each stockpile and o temporary vegetative cover
provided.
Dust control will be accomplished by spraying with water and
if neoessory, the application of calcium chloride.
The proposed planting schedule is to be adhered to during
the planting of disturbed areas throughout the proposed
construction site. '
Final stabilization of the site is to follow the procedures
outlined /n permanent vegetative cover. If necessary a
temporary vegetative cover is to be provided until o
permanent cover can be applied.
During the stabilization period, all erosion and sediment
control measures shall be maintained in proper working
order. The Owner's representative mhoU be responsible for
checking all erosion and sediment control measures on o
twice -weekly basis during the stabilization period and after
each storm event. During the stobUizotion Period with
respect to the site, any erosion which occurs within
disturbed areas ahoU be, |rnrned|ote|y repoired, reseeded and
restobU|zed.
Once stabilization hos been completed and certification
thereof obtained /n writing from the Enforcement Officer
of the Town of K4nntvU|e, erosion and sediment control
measures shall be removed by the Contractor.
Proposed trees will be planted with the following precautions.
1. Trees and shrubs are to be planted in the spring.
7. Newly planted trees are to be stoked and supported with guy wire.
'
3. Soil around trees ond shrubs is to be thoroughly watered when
dry and mulch provided around th� base to prevent roots from}o
drying out. Provide o depression at the base of all trees and
shrubs to insure the water will be received.
. ' .
1. Dig o 6" trench on the uphill side of the barrier
location.
2. Position the posts on the downhill side of the barrier '
and drive the post 1.5 feet into the ground.
3. Loy the bottom 6" of the fabric in the trench to prevent
undermining and backfill,
4, Inspect and repair barrier after heavy rainfall,
5. Sediment deposits are to be removed when they reooh o
height of one foot behind the barrier and are to be
deposited in on area which is not regulated by the Inland
Wetlands Commission,
8. Inspections and necessary repairs will be made twice
weekly,
HAY BALE INSTALLATION & MAINIENAK!",
1. Bales shall be placed around all proposed catch basins
with the ends of the bales tightly abutting each other.
2. Each bale shall be securely anchored with at least 2
stakes and gaps between bales shall be wedged with straw
to prevent water from passing between the bales,
3. Inspect bales after each storm and repair or replace
promptly as needed. Remove 'oedirnent behind the bales when
it hos reached half the height of the bo|n and deposit in
on area which is not regulated by the Inland Wetlands
Commission.
4. inspections and necessary repairs will be made, twice
weeNy.
TEMPORARY VEGETATIVE COVER:
A temporary seeding of Rye Gross will be completed within 15 '
days of the formation of otockpUe/s\. If the soil in the
stockpiles has been compacted by construction operations /t
shall be loosened to o depth of 2 inches before the
fertU|zer. Urne and seed is applied. 10-10-10 fertilizer at
o rote of 7.5 pounds per 1000 s.f. and |(rne stone at o rate of
90 lbs, per 1000 s.f. shall be used. Rye Gross applied at o
rate of 1 }b. per 1000 s.f. shall provide the temporary
vegetative oover. Straw or hoy, free from weeds and coarse
matter shall be used at o rota of 70-90 lbs. per 1000 s.f, as
o temporary nnu|ch. Apply mulch and drive tracked equipment up
and down slope over entire surface so cleat marks are parallel
to the oontours.
PERMANENT VEGETATIVE COVER:
Topsoil will be replaced once the excavation has been
completed and the shoulders are graded to o slope no greater
than 3 to 1. Topsoil will be spread at o rnin|nnurn compacted
depth of 4 inches, Once the topsoil has been spreod, all
stones two inches or larger in any dimension will be removed
as well as debris. Apply agricultural ground limestone at the
rote of two tons per oora or 100 lbs. per 1000 s.f. Apply
10-10-10 fertilizer or equivalent at o rote of 300 lbs. per
acre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer into
the soil to o depth of 4 inches. Inspect seedbed before
seeding, If traffic hos compacted the soil, retiU
compacted areas. Apply the following gross seed mix:
Seed Mixture Ibo./ocre lbs./1000 s.f.
Kentucky Bluegrass 20 .45
Creeping Red Fescue 20 .45
Perennial Rye Gross 5 .lO
45 1.00
The recommended seeding dotes are:
April 1 - June 15 and August l - September 15
Following seed|ng, firm seedbed with o roller. Mulch
|rnrned|ote|y following seeding. If o pernnonent vegetative
stand cannot be established by September 30' apply o temporary
cover on the topsoil such as netting, rnoi or on organic mulch,
'
"^''
4^ DEEP AND THE
WIDTH Or A *4, BALE -
BINDING w
OR TWINE
77
TncmoH THE WIDTH
OF A *AY BALE
PACKED *AY
_La_L_
Mq
Z. PLACE AND STAKE
HAY BALES` TWO
STAKES PER BALE
�
BACKFILL AND
MmpACT THE
EXCAVATED SOIL
AS SHOWN ON THE
UPHILL SIDE OF
THE BARRIER TO
'
PREVENT p|P|mG
'
A
B
QIRQSS SECTION
AT PIPE INLET QR OUTLEI
NOT TO SCALE
A
8
`/c
NOT To SCALE
d�
.��O|�
(2)-2^»2^x3' STAKES
EACH BALE
NOT TO SCALE
r|LTsn
^
'
EBQSION AND SEDIMENT CONTROL REPORT:
SUBDIVISION PLAN
PREPARED FOR
RTT DEVELOPMENT, INC,
FDRSYTH ROAD & CHAPEL HILL ROAD
k4ONTNLLE. CONNECTICUT
REFERENCE IS. -MADE TO:
1. Subdivision plan prepared for Rtt Development, Inc.
Forsyth Road & Chapel Hill Rood, Montville, Connecticut
`
2. Connecticut Guidelines for SoU Erosion and Sediment
Contro|, January 1985,
3. Soil Survey of New London County Connectiout, U.&D.A. 3oU
Conservation Service 1983.
Proposnd Development will allow for the creation of 14 new
Building Lots ranging in size from 0.92 Acres to 1.16 Acres,
The development of each lot will cause the disturbance .'
of approximately 0.25 f/- Acres. `
^
^�QILu�___
The proposed site is composed of the following soil types:
°
Carlisle muck "Ce
Canton and Charlton "CbB" '
Canton and Charlton "CoB"
Canton and Charlton "CdC"
Sutton "SxB"
"Ce" - Nearly |eve|, very poorly drained soils with 0-2 percent slope,
"CbB" - Gently sloping well drained soils on g|ooio| till upland hills,
"CoB" - Gently sloping well drained soils on glacial till upland hills,
stones and boulders cover 1 to 8 percent of the surface,
"CdC" - Gently sloping well drained soils on g|ooio| till upland hills,
stones and boulders cover 1 to 25 percent of the surface,
"BxB" - Nearly level to gently sloping nnoderot1y well drained soil on
upland glacial tUl, stones and boulders cover 8 to 25 percent
of the surface.
DIEVELOPMEN!, SCHEDULE
It is anticipated that grading and construction activities cssociated
with the proposed development will begein March 1999 ond will be
completed in one year, Individual lots will be developed by RTT
Development, Inc,
SEQUENCE OF CONSTRUCTION:
1. Install erosion and sediment control structures.
2. Clear and grub proposed site area, stockpile topsoil,
3. Complete rough grading, install building foundation.
4. Complete building construction and inootU uitU|t/ee.
5. Install septic systern, well and driveway.
8. Loorn, seed and nnu|oh side slopes and disturbed areas.
7. Remove erosion and sediment contro|.
Prior to the commencement of operations in accordance with
any permit issued by the Town of Montville, the Contractor
shall install all erosion and sediment control rneosuros,
The Contractor shall obtain o site inspection from the Town of
Montville Enforcement Officer to ensure that all erosion and
sediment control measures have been installed in accordance with
this narrqt(ve. Upon certification with respect to the installation
of erosion and sediment control measures, the
Contractor may commence operations pursuant to the permit.
Erosion and sediment control devices shall be installed in
accordance with the "Filter Barrier Installation &
k4o|ntenonce" and "Hoy Bale Installation & Maintenance"
sections of this narrative hereinafter contained,
All stripping /s to be confined to the immediate
construction area. Topsoil shall he stockpiled so that
slopes do not exceed 2 to 1. A hovbo/e sediment barrier is
to surround each stockpile and o temporary vegetative cover
provided.
Dust control will be accomplished by spraying with water and
if neoessory, the application of calcium chloride.
The proposed planting schedule is to be adhered to during
the planting of disturbed areas throughout the proposed
construction site. '
Final stabilization of the site is to follow the procedures
outlined /n permanent vegetative cover. If necessary a
temporary vegetative cover is to be provided until o
permanent cover can be applied.
During the stabilization period, all erosion and sediment
control measures shall be maintained in proper working
order. The Owner's representative mhoU be responsible for
checking all erosion and sediment control measures on o
twice -weekly basis during the stabilization period and after
each storm event. During the stobUizotion Period with
respect to the site, any erosion which occurs within
disturbed areas ahoU be, |rnrned|ote|y repoired, reseeded and
restobU|zed.
Once stabilization hos been completed and certification
thereof obtained /n writing from the Enforcement Officer
of the Town of K4nntvU|e, erosion and sediment control
measures shall be removed by the Contractor.
Proposed trees will be planted with the following precautions.
1. Trees and shrubs are to be planted in the spring.
7. Newly planted trees are to be stoked and supported with guy wire.
'
3. Soil around trees ond shrubs is to be thoroughly watered when
dry and mulch provided around th� base to prevent roots from}o
drying out. Provide o depression at the base of all trees and
shrubs to insure the water will be received.
. ' .
1. Dig o 6" trench on the uphill side of the barrier
location.
2. Position the posts on the downhill side of the barrier '
and drive the post 1.5 feet into the ground.
3. Loy the bottom 6" of the fabric in the trench to prevent
undermining and backfill,
4, Inspect and repair barrier after heavy rainfall,
5. Sediment deposits are to be removed when they reooh o
height of one foot behind the barrier and are to be
deposited in on area which is not regulated by the Inland
Wetlands Commission,
8. Inspections and necessary repairs will be made twice
weekly,
HAY BALE INSTALLATION & MAINIENAK!",
1. Bales shall be placed around all proposed catch basins
with the ends of the bales tightly abutting each other.
2. Each bale shall be securely anchored with at least 2
stakes and gaps between bales shall be wedged with straw
to prevent water from passing between the bales,
3. Inspect bales after each storm and repair or replace
promptly as needed. Remove 'oedirnent behind the bales when
it hos reached half the height of the bo|n and deposit in
on area which is not regulated by the Inland Wetlands
Commission.
4. inspections and necessary repairs will be made, twice
weeNy.
TEMPORARY VEGETATIVE COVER:
A temporary seeding of Rye Gross will be completed within 15 '
days of the formation of otockpUe/s\. If the soil in the
stockpiles has been compacted by construction operations /t
shall be loosened to o depth of 2 inches before the
fertU|zer. Urne and seed is applied. 10-10-10 fertilizer at
o rote of 7.5 pounds per 1000 s.f. and |(rne stone at o rate of
90 lbs, per 1000 s.f. shall be used. Rye Gross applied at o
rate of 1 }b. per 1000 s.f. shall provide the temporary
vegetative oover. Straw or hoy, free from weeds and coarse
matter shall be used at o rota of 70-90 lbs. per 1000 s.f, as
o temporary nnu|ch. Apply mulch and drive tracked equipment up
and down slope over entire surface so cleat marks are parallel
to the oontours.
PERMANENT VEGETATIVE COVER:
Topsoil will be replaced once the excavation has been
completed and the shoulders are graded to o slope no greater
than 3 to 1. Topsoil will be spread at o rnin|nnurn compacted
depth of 4 inches, Once the topsoil has been spreod, all
stones two inches or larger in any dimension will be removed
as well as debris. Apply agricultural ground limestone at the
rote of two tons per oora or 100 lbs. per 1000 s.f. Apply
10-10-10 fertilizer or equivalent at o rote of 300 lbs. per
acre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer into
the soil to o depth of 4 inches. Inspect seedbed before
seeding, If traffic hos compacted the soil, retiU
compacted areas. Apply the following gross seed mix:
Seed Mixture Ibo./ocre lbs./1000 s.f.
Kentucky Bluegrass 20 .45
Creeping Red Fescue 20 .45
Perennial Rye Gross 5 .lO
45 1.00
The recommended seeding dotes are:
April 1 - June 15 and August l - September 15
Following seed|ng, firm seedbed with o roller. Mulch
|rnrned|ote|y following seeding. If o pernnonent vegetative
stand cannot be established by September 30' apply o temporary
cover on the topsoil such as netting, rnoi or on organic mulch,
'
"^''
4^ DEEP AND THE
WIDTH Or A *4, BALE -
BINDING w
OR TWINE
77
TncmoH THE WIDTH
OF A *AY BALE
PACKED *AY
_La_L_
Mq
Z. PLACE AND STAKE
HAY BALES` TWO
STAKES PER BALE
�
BACKFILL AND
MmpACT THE
EXCAVATED SOIL
AS SHOWN ON THE
UPHILL SIDE OF
THE BARRIER TO
'
PREVENT p|P|mG
'
A
B
QIRQSS SECTION
AT PIPE INLET QR OUTLEI
NOT TO SCALE
A
8
`/c
NOT To SCALE
d�
.��O|�
(2)-2^»2^x3' STAKES
EACH BALE
NOT TO SCALE
r|LTsn
REVISIONS
SLOPE
POST
FOR STABILITY AND
SELF cLcAw|mG
oompAC
BAcxF|u-'
�TL"
u �^
SILT EEN 'QE
NOT To SCALE
REVISIONS
14,00
going
,gill
<
L
00
0
F -
:D E
j 0
i>
L.Li
77
0
LLJ
DATE: 11/8/97
SCALE: AS
NOTED
SHEET
WL,A`
WLF#2A ` v'
WLF#3A
WLF#4A
LIMITS OF VYL.ftD/A
INLAND WETLANDS WLF#6A
PYV� PO ED
WLF#7A , 1
9-01
WLF#8A ` 1
Ile
TH # 1 A - 0"-14" TOPSOIL
TH#8A - 0"-10" TOPSOIL
14"-40" SUBSOIL
TH#3A
40"-92" GRAVEL WITH
TH#4A -
LARGE ROCKS
1 " IN
NO LEDGE
GRAVEL
WATER @ 5516
- 0-10" TOPSOIL
MOTTLING @48"
TH# 1 B
0-12" TOPSOIL
NO LEDGE
12"-48" SUBSOIL
40"-94" LIGHT GREY
48"-90" GRAVEL WITH
1 " IN
LARGE ROCKS
COMPACTED
NO LEDGE
NO LEDGE
WATER @80"
NO MOTTLING
MOTTLING @48"
TH# 1 C
- 0"-12" TOPSOIL
MOTTLING @ 36"
12"-42" SUBSOIL
TH# 1 2C
42"-99" GRAVEL WITH
12"-36" SUBSOIL
LARGE ROCKS
12"-40" SUBSOIL
NO LEDGE
_76"-100" GRAVEL WITH
NO WATER
SANDY
MOTTLING @46"
TH# 1 D
- 0"-12" TOPSOIL
TH#2B
12"-54" SUBSOIL
TH#3B
54"-108" GRAVEL WITH
TH#4B
LARGE ROCKS
LEDGE
NO LEDGE
NO WATER
NO WATER
— 0"-10" TOPSOIL
MOTTLING @ 60"
TH#8A - 0"-10" TOPSOIL
lkiCvrAI 1 A. ►IAIKMAIW
cnocvru an A n
100 30 D 100
GRAPHIC SCALE IN FEET
TH#2A -
10"-44" SUBSOIL
TH#3A
44"-112" GRAVEL WITH
TH#4A -
LARGE ROCKS
1 " IN
NO LEDGE
GRAVEL
NO WATER
- 0-10" TOPSOIL
NO MOTTLING
TH#8B
- 0-9" TOPSOIL
NO LEDGE
9"-42" SUBSOIL
40"-94" LIGHT GREY
42"-106" GRAVEL WITH
1 " IN
LARGE ROCKS
COMPACTED
NO LEDGE
NO LEDGE
NO WATER
NO MOTTLING
MOTTLING @44"
TH#8C
- 0"-8" TOPSOIL
MOTTLING @ 36"
8"-48" SUBSOIL
TH# 1 2C
48"-96" GRAVEL WITH
12"-36" SUBSOIL
LARGE ROCKS
12"-40" SUBSOIL
NO LEDGE
_76"-100" GRAVEL WITH
NO WATER
SANDY
NO MOTTLING
TH#8D -
0"-6" TOPSOIL
TH#2B
6"-58" SUBSOIL
TH#3B
58"-105" GRAVEL WITH
TH#4B
LARGE ROCKS
LEDGE
NO LEDGE
NO WATER
NO WATER
— 0"-10" TOPSOIL
MOTTLING @ 58"
lkiCvrAI 1 A. ►IAIKMAIW
cnocvru an A n
100 30 D 100
GRAPHIC SCALE IN FEET
TH#2A -
0"-10" TOPSOIL
TH#3A
- 6"-9" TOPSOIL
TH#4A -
0"-8" TOPSOIL
1 " IN
10"-64" SUBSOIL
GRAVEL
9"-32" SUBSOIL
- 0-10" TOPSOIL
8"-32" SUBSOIL
TH#513 -
64"-96" GRAVEL WITH
NO LEDGE
32"-98" GRAVEL WITH
40"-94" LIGHT GREY
32"-94" GRAVEL WITH
1 " IN
LARGE ROCKS
COMPACTED
LARGE ROCKS
NO LEDGE
LARGE ROCKS
NO MOTTLING
NO LEDGE
TH#5C -
NO LEDGE
MOTTLING @ 36"
NO LEDGE
TH# 1 2C
NO WATER
12"-36" SUBSOIL
NO WATER
12"-40" SUBSOIL
NO WATER
_76"-100" GRAVEL WITH
MOTTLING @64"
SANDY
NO MOTTLING
TH#5D --
MOTTLING @ 60"
TH#2B
- 0-9" TOPSOIL
TH#3B
- O-8" TOPSOIL
TH#4B
- 0-12" TOPSOIL
LEDGE
9"-36" SUBSOIL
NO WATER
8"-40" SUBSOIL
— 0"-10" TOPSOIL
12"-36" SUBSOIL
,
36"-97" GRAVEL WITH
4C"- 103" GRAVEL WITH
46"-92" GRAVEL WITH
36"-92" GRAVEL WITH
TH#7C -
LARGE ROCKS
TOPSOIL
LARGE ROCKS
15"-32" SUBSOIL
LARGE ROCKS
WATER @ 52"
NO LEDGE
NO LEDGE
NO LEDGE
GRAVEL
NO WATER
LARGE ROCKS
NO WATER
w
NO WATER
ROCKS
NO MOTTLING
NO MOTTLING
LEDGE
MOTTLING @ 70"
TH#2C
- 0"-10" TOPSOIL
TH#3C
- 0"-8" TOPSOIL
TH#4C -
0"-10" TOPSOIL
10"-54" SUBSOIL
U
8"-44" SUBSOIL
TH#7D --
10"-42" SUBSOIL
1 " TOPSOIL
54"-112" GRAVEL WITH
18"-48" SUBSOIL
44"-100" GRAVEL WITH
1 1 "-40"
42"-96" GRAVEL WITH
1
LARGE ROCKS
LARGE ROCKS
GRAVEL
LARGE ROCKS
LARGE ROCKS
NO LEDGE
NO LEDGE
ROCKS
NO LEDGE
NO WATER
LEDGE
NO WATER
N,0 WATER
NO WATER
NO
MOTTLING @ 54"
<[
NO MOTTLING
MOTTLING @ 72"
TH#2D
- 0"-12" TOPSOIL
TH#31D
- 0"-12" TOPSOIL
TH#4D -
0"-13" TOPSOIL
12"-48" SUBSOIL
z
12"-54" SUBSOIL
13"-48" SUBSOIL
40"-94" LIGHT GREY SANDY
48"-98" GRAVEL WITH
54"-90" GRAVEL WITH
TILL_ TIGHTLY
48"-96" GRAVEL WITH
Z
LARGE ROCKS
Lli Q
LARGE ROCKS
LARGE ROCKS
U
NO LEDGE
WATER @ 60"
NO LEDGE
® a
NO LEDGE
0
NO WATER
LLJ C)
NO WATER
NO WATER
TH IB - 0- 12" TOPSOIL
NO MOTTLING
J
MOTTLING @ 50"
tr_
C)Z
MOTTLING @ 67"
TH#9A
- 0"- 12" TOPSOIL
TH# 10A
- 0"'-10" TOPSOIL
TH# 1 1 A
- 0"-12" TOPSOIL
� �
12"-45" SUBSOIL
TILL TIGHTLY
10"-34" SUBSOIL
NO
12"-42" SUBSOIL
45"-100" LIGHT GREY
�--
34"'-104" LIGHT GREY
42"--92" GREY SANDY TILT_
WATER @ 80"
SANDY' TILL
SANDY TILL
SCALE: 1 "=1 00'
TIGHTLY COMPACTED
SHEET
NO LEDGE
NO LEDGE
TH# 13C -- 0"'-12" TOPSOIL
NO LEDGE
NO WATER
NO WATER
WATER @ 85"
MOTTLING 445"
32"-100" LIGHT GREY
NO MOTTLING
MOTTLING @ 40"
TH#9B
- 0=1 0" TOPSOIL
TH# l OB
- 1 1 " TOPSOIL
"-58"
TH# 1 1 B
- 0-6" TOPSOIL
10"-52" SUBSOIL
11
11 SUBSOIL
WATER @ 60"
°° "
6 36 SUBSOIL
52"-95'x" LIGHT GREY
58"-98" LIGHT GREY
;
36 -95 GREY SANDY TILL
SANDY TILL
NO LEDGE
T # 1 3 D - 0"-1400 TOPSOIL
'SANDY TILL
NO LEDGE
TIGHTLY COMPACTED
NO WATER
NO WATER
NO LEDGE
50"-105" LIGHT GREY
MOTTLING @ 52"
NO MOTTLING
WATER @ 75"
COMPACTED
NO LEDGE
MOTTLING @ 30'°
TH#9C
- 0"-14" TOPSOIL
TH# 10C
- 0"-8" TOPSOIL
14"-42" SUBSOIL
8"-38" SUBSOIL
TH# 1 1 C
- 0"-8" TOPSOIL
42"-100" LIGHT GREY
38"-98" LIGHT GREY
8"-40" SUBSOIL
SANDY TILL
SANDY TILL
40"-92" GREY SANDY TILL
NO LEDGE
NO LEDGE
TIGHTLY COMPACTED
NO WATER
NO WATER
NO LEDGE
MOTTLING @ 42"
NO MOTTLING
WATER @ 80"
MOTTLING @ 32"
TH#9D
- 0"-8" TOPSOIL
TH# 1 OD
- 0"-10" TOPSOIL
8"-48" SUBSOIL
10"'-50" SUBSOIL
TH# 1 1 D
- 0"-12" TOPSOIL
48"-96" LIGHT GREY
50'"-1 10" LIGHT GREY
12"-48" SUBSOIL
SANDY TILL
SANDY TILL
48"--100" GREY SANDY TILL
NO LEDGE
NO LEDGE
TIGHTLY COMPACTED
NO WATER
NO WATER
NO LEDGE
MOTTLING @ 48"
MOTTLING 19, 54°'
WATER @ 70"
MOTTLING @ 38"
TH#5A - 0"-12" TOPSOIL
TH# 12A - 0"-12" TOPSOIL
12"-48" SUBSOIL
48"-106" LIGHT GREY SANDY
TILL TIGHTLY 'COMPA'CTED
12"-60" SUBSOIL
9"-38"
60"-1 12" GRAVEL WITH
WATER @ 56"
LARGE ROCKS
1 " IN
NO LEDGE
GRAVEL
NO WATER
- 0-10" TOPSOIL
NO MOTTLING
TH#513 -
0-10" TOPSOIL
NO LEDGE
10"-34" SUBSOIL_
40"-94" LIGHT GREY
34"-107" GRAVEL_ WITH
1 " IN
LARGE ROCKS
COMPACTED
NO LEDGE
NO LEDGE
NO WATER
NO MOTTLING
MOTTLING @ 48"
TH#5C -
0"-10" TOPSOIL_
MOTTLING @ 36"
10"-48" SUBSOIL
TH# 1 2C
48"-108" GRAVEL WITH
12"-36" SUBSOIL
LARCF ROCKS
12"-40" SUBSOIL
NO LEDGE
_76"-100" GRAVEL WITH
NO WATER
SANDY
NO MOTTLING
TH#5D --
0"-12" TOPSOIL
1 " IN
12"-39" SUBSOIL
LARGE ROCKS
39"-100" GRAVEL WITH
WATER @ 60"
LARGE ROCKS
LEDGE
NO LEDGE
NO WATER
NO WATER
— 0"-10" TOPSOIL
NO MOTTLING
TH# 12A - 0"-12" TOPSOIL
12"-48" SUBSOIL
48"-106" LIGHT GREY SANDY
TILL TIGHTLY 'COMPA'CTED
TH ir 6 A - 0"-10" TOPSOIL
CHAPEL HILL RAOD
PROVIDE
NON -TRACKING
CONSTRUC71ON
ENTRANCE
(SEE DETAIL)
TH#7A -- 0"-9" TOPSOIL
10"-38" SUBSOIL
NO LEDGE
9"-38"
SUBSOIL
WATER @ 56"
38"-110" GRAVEL WITH
1 " IN
MOTTLING @ 38"
GRAVEL
TH# 12B
- 0-10" TOPSOIL
13.3 MIN.
LOT
10"-40" SUBSOIL
NO LEDGE
6,6 MIN.
40"-94" LIGHT GREY
SANDY
1 " IN
TILL TIGHTLY
COMPACTED
NO
NO LEDGE
9.5 MIN.
NO MOTTLING
WATER @ 48"
MOTTLING @ 54"
?
MOTTLING @ 36"
TH#73 -
TH# 1 2C
- 0"-12" TOPSOIL
12"-36" SUBSOIL
#9 -
12"-40" SUBSOIL
8 MIN.
_76"-100" GRAVEL WITH
40"-92" LIGHT GREY
SANDY
GRAVEL
TILL TIGHTLY
COtvlPACTED
1 " IN
NO LEDGE
LARGE ROCKS
110 LEDGE
WATER @ 60"
NO
LEDGE
MOTTLING @ 32"
NO WATER
TH# 1 2D
— 0"-10" TOPSOIL
WATER
,
10"-46" SUBSOIL
MOTTLING @ 60"
46"-92" GRAVEL WITH
TH#E C - 0"-15" TOPSOIL
TH#7C -
LARGE ROCKS
TOPSOIL
NO LEDGE
15"-32" SUBSOIL
WATER @ 52"
SUBSOIL
MOTTLING @ 34"
TH ir 6 A - 0"-10" TOPSOIL
CHAPEL HILL RAOD
PROVIDE
NON -TRACKING
CONSTRUC71ON
ENTRANCE
(SEE DETAIL)
TH#7A -- 0"-9" TOPSOIL
10"-38" SUBSOIL
#' -
9"-38"
SUBSOIL
LOT
38"-110" GRAVEL WITH
1 " IN
38"-96"
GRAVEL
WITH
LARGE ROCKS
13.3 MIN.
LOT
LARGE ROCKS
NO LEDGE
6,6 MIN.
NO
LEDGE
1 " IN
NO WATER
L.OT
NO
WATER
9.5 MIN.
NO MOTTLING
# �' -
MOTTLING @ 54"
?
TH; 613 - C- 12" TOPSOIL
TH#73 -
0-10" TOPSOIL
6.6 MIN.
12"-36" SUBSOIL
#9 -
10"-42" SUBSOIL
8 MIN.
_76"-100" GRAVEL WITH
# 10 -
42"-98"
GRAVEL
WITH
LARGE ROCKS
1 " IN
20 MIN.
LARGE ROCKS
110 LEDGE
1" IN
NO
LEDGE
# 13 -
NO WATER
20 MIN.
NO
WATER
,
MOTTLING @ 50"
MOTTLING @ 60"
TH#E C - 0"-15" TOPSOIL
TH#7C -
0"-8"
TOPSOIL
Q
15"-32" SUBSOIL
8"-:58"
SUBSOIL
12"-96" GRAVEL WITH
38"-88"
GRAVEL
WITH
LARGE ROCKS
w
LARGE
ROCKS
NO LEDGE
N0
LEDGE
J
NO WATER
NO
WATER
U j
i�
NO MOTTLING
MOTTLING @ 48"
U
TH,46D - 0"-18" TOPSOIL
TH#7D --
0"-1
1 " TOPSOIL
18"-48" SUBSOIL
1 1 "-40"
SUBSOIL
1
48"-84" GRAVEL WITH
40"-90"
GRAVEL
WITH
LARGE ROCKS
LARGE
ROCKS
N,,') LEDGE
NO
LEDGE
0
N,0 WATER
NO
WATER
<[
�.AOTTLING 11� 54"
NO
MOTTLING
TH# 13A __ 0"-1 1 " TOPSOIL
U dr-
1 , "-40" SUBSOIL
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Q
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40"-94" LIGHT GREY SANDY
U
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COMPACTED
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Q
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o
WATER @ 60"
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MOTTLING @ 40"
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12"-38" SUBSOIL
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38"-90" LIGHT GREY SANDY
CD
Z
� �
TILL TIGHTLY
COMPACTED
NO
LEDGE
�--
N
WATER @ 80"
DATE: 11 /8/97
SCALE: 1 "=1 00'
MOTTLING @ 32"
SHEET
3 OF
TH# 13C -- 0"'-12" TOPSOIL
12"-32" SUBSOIL
32"-100" LIGHT GREY
SANDY
TILL TIGHTLY
COMPACTED
NO LEDGE
WATER @ 60"
MOTTLING @ 38"
T # 1 3 D - 0"-1400 TOPSOIL
14"-50" SUBSOIL
50"-105" LIGHT GREY
SANDY
TILL TIGHTLY
COMPACTED
NO LEDGE
WATER @ 52"
MOTTLING @ 30"
PER(_' RATES
LOT
#' -
1" IN
8 MIN.
LOT
#C -
1 " IN
10 MIN.
LO i
#= -
1 " IN
13.3 MIN.
LOT
#4 -
1 " IN
6,6 MIN.
LOT
#5 -
1 " IN
702 MIN.
L.OT
#6 -
1" IN
9.5 MIN.
L. O T
# �' -
1 N
I
?
LOT
#8 -
1 " IN
6.6 MIN.
LOT
#9 -
1 " IN
8 MIN.
LOT
# 10 -
1 " IN
13.3 MIN,
LOT
# 1 1 -
1 " IN
20 MIN.
LOT
#12 -
1" IN
17.1 MIN.
L..OT
# 13 -
1 " IN
20 MIN.
LEGEND -,--
EGEND:CB
C E3
CATCH BASIN
TF
TOP OF FRAME
INV
INVERT
SNE"
SOUTHERN NEW ENGLAND TELEPHONE
r
TEST HOLE
PROPOSED WELL
•
PERC TEST
---- - 140 —
EXISTING CONTOURS
x 137,2
EXISTING SPOT GRADE
A #SF
INLrND WETLANDS FLAG
LIMITS OF INLAND WETLAIJDS AS FLAGGED
BY MICHAEL G. SCHAEFER C.S.S.
SIGH A,TURE DATE
TO MY KNOWLED _ 7_=_IEF, THIS MAP IS SUBSTANTIALLY CORRECT
AS NCT
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RI H ;F, H STROUSE _ _ -?679 DATE
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DATE: 11 /8/97
SCALE: 1 "=1 00'
SHEET
3 OF
4