HomeMy WebLinkAboutSite PlanMLs
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PROJECT
SITE
N
z
National Geodetic Vertical
Datum (NGVD) 1929 MSL
___4" 1 .
MSL
MLW
INDUSTRIAL NETTING, SNOW FENCE
OR WOVEN 'SIRE FENCE
FLAP SUPPORT
EXISTING BUILDING
F SON
OF ---- writOwt � � ! ► -,-- -- � -i (' ` _-__, . .-ri ..., .-,.
XT ORID
E_ To LL. 0N
5x0 'a
/ 4�t?
LOCATION MAP �, � � ,62 3�� � � � � I � I � , r'`
LA
0 2000 4000 8000
100 YEAR 1160
SCALE: 1"=2000'
/ :z j
FLOOD PLAN / �' e r � j { � ��.� �
� TANK
ff ,! e-- TOC 4x0 5 0 5x0
1( r , i J +6.0' I I I D
,/4x7 �j f 1,
� C6 r ,
SEDIMENT
CONTROL
J ! i FENCE min
'GENERAL MUTES
1. :Plan shows construction and installation of two Y1e', process
.cater storage tanks and widening of the median earth berm,
2. The property is owned by Stone Container Corporat-ion 1 5
Depot Roadr Unc sville, CT 08382_,
3. Contours and topography details were taken from a drawing
prepared by Cha filer, Palmer & King - Engineers. Drawing is
dated April 16, ` 1993 and was. prepared from a Mass T-2 survey.
Class A,-2 bound survey plan det ai l.s are shown on drawing
titled "Plan of ,.Property to be Conveyed to ; Stone ont,ai er
Corpvraton - Montvi lle, C'T",t Sheet 1 of 3 Dated �- duly 26,
1984, prepared day Chandler, Palmer & King Norwich, CT.`
4. Contragtor is responsible to phone "Ca11 Before You Dig" at
.�ound utilities prior to
1-800=- 22-4455 to locate a' and2rg� p
start of construction.
Topsail in "Loam & Seed'' areas to be 4€" in depth.
dile
e ori
10
COF
M---E,A. _S _HHG '�/' � ix PROPOSED PROCESS WATER TANK
fit' DIAMETER „!
72' DIAMETER FOUNDATION MAT
29' HEIGHT
4xo _ /x5.0 f f N 647,000 GAL, CAPAUTY
r
CORD
J�
O
AV LOW-
WA_-+. - _
4-10ERr
-, 9
�4 ,
BENCHMARK: ti
TOP NW CORNER _ r
OF CONCRETE PEER
ELEV.=+6.50NGVD
WATER
LINE ~
MEAN LOW
..... ,
z :F7
AkE-S
A waiver is requested for consideration of information
contained in Items 18.3.3, and 18.3.8 thru 18.3.20 of
_ s
the "Site Plan Content" section.
Approval Signature - Title Date
Certified by the Montville Zoning & Planning Commission:
SCALE: 1" = 20'
Signature - Title _ Date
EXISTING BUILDING
EROS F f,)N & SEDIMENT CONTROL PLAN
Sequence of Events
1. Excavate for foundation construction of Tank 1.
2. Stockpile excavated materi ai in future area did T rfk #' '»
3. Trlstal.l sedimentation control. barrier :fence around stockpile of
1111xcavat material in, ara of 'Tank 2.
� . :C-�stal3 '�`ani� �1 €cur3at.i o: piping and tank °tructu-e,
5. RE=_move process ;,rater from 1 -Jag on "A"
6. Install sedimentation control barrier fence1 Tiago n "All °
7. Excavate stockpiled material in way of foundation of Tank 42
Use material to widen hems between lagoons. Place materia .
North edge of Lagoon `.A.`° and grade. ;
8. -,darn and seed berm area in accordance with specifications.
9. Pemove sedimentation control barrier fence in area of Tank #2.
10. Install Tank, #2 foundation, piping and tank structure.
11. Contractor is responsible to inspect and maintain E & S measure
and controls through out the project. Contractor shall notify
the Zoning Enforcement Officer on commencement of excavation and
and placement of E & S controls.
12. Permanent E & S controls in place following completion of project
will be maintained OV :.)tone Container Corp. plant engineering
personnel.
13, Proposed Schedule - Items #1 thru #6 within the next 6 months.
Mems #7 thru #10 will be accomplished starting in 12 to 18
months.
Soil. Stabilization Specification
1. Temporary Controls - During "out of season" and extended time
periods temporary storage of excavated material shall be seeded
with perennial rye-grass in accordance with CT DOT Specifications
Form 814(1988) Section 9.503 and an "erosion control matting94
installed per Section 2.10. The perimeter of the stored materia.
shall be .lined with filter fabric material in accordance with
Section 2.19 and details shown on the drawings.
2. Permanent Controls - Final "loam and seed" of areas shall be
accomplished in accordance with CT DOT Specifications Form 814(1988
Sections 9.50 and M.13F
IT
M I r " H
En' N G NF_AR1
G
'ROTON, CT 0`4340
1�t Nr
-I -
No. DATE REVISION
PROJECT No.
r
STONE CONTAINER CORPORATION
PROJ. ENGINEER
Yea` `x rsr •~ f
` r
?�
PROCESS WATER
R.S.S.
4 24
Y 1 T
DATE:
10/1,0/94
a 7 `'Co
STOARGE TANK bOCATIONS
SHEET NO.
SITE PIAN
�},w�
oFOF
WOW
jawn-
Ce
�J
Air-�� I
LOCATION IAP
0 2000 4000 6000
SCALE: 1" =2000'
PROJECT
SITE
i
National Geodetic Vertical
Datum (NGVD) 1929 MSL
S? + 1. 7 ' 1 MHW
MSL
MLW
EXISTING BUILDING
GENERAL NOTES
1. Plan shows construction and installation of two ne'v, process r'
water storage tanks and widening of the median earth berm.
2. The property is owned by Stone Contai,nerr.-lorpbrationr 125
Depot Road, U case i l le, CT 06382
r°
Contlouzs and t.opography details were taken from a drawing
prepared by Chandler, Palmer & King - Engineers. Drawing is
dated April 16, 1993 and was prepared from a Class -2 survey.
Class A-2 boundry survey plan details, are shown on drawing
titled "'= .ars of Property to be Conveyed to S nye Qoitain_er
Corporat ion Montville, :'T" , Sheet 1 of 3, Dated -, July 26,
1984, prepared by Chandler Palmer & King - Norwich., CT.
4,- A-ontr:a.ctor is responsible to phone "Call Before o—, Dig" at
-800-922-4455 to locate al.1 unde-rground utilities prior to
start of construction.
T'ops�ofl. in "I, 4 Seed" areae to be 4" in depth.
O
C'`+ I 1 I ______ _ EXISTING BUILDING
`I I- '
OY0 }y
\ h
100 YEAR,
FLOOD PLAIN
TANK 1 —
WC
i
- . S ° '" / 1 TOC4x0 5 0 5x4
K ( f
1WC
/4x rI I I! t 1 I 11
C6/,
SEDIMENT j ( t
CONTROL
1 / FENCE
5
1-4 In ( PROPOSED PROCESS WATER TANK
9 V_ LAGOON 8" J 1 fit DIAMETER
LAGOON "N` , i ( I (� v 72DIAMETER FOUNDA T10 HAAT
29' HEIGHT
647,000 GAL CAPACITY
1 ! ! 4xO 3xU 4x0 ! f I
f ( f TEMPORARY STORAGE AREA �--1
See E b S Note Nets . 2 && 3
TANK #2
•�` % } ( \ .�'� ` \ / , TOC i TOTAL PROCESS WATER STORAGE
+6.0' ` TANK CAPACITY = 1,294,000 GAL.
� I I
;0101
01
1 l
E - - HIGH W / / PROPOSED PROCESS WATER TANK
' LANE �' -,� , 1 I l ! 1l 62' DIAMETER
72 DIAMETER FOUNDATION MAT
29' HEIGHT
�•.:
--,: _ - �• _ f `5x0 r — 4x0 _ 45.0 ( (� 647,000 GAL. CAPACITY
4_
EROSION & SEDIMENT CONTRO-L PLAN
Sequence of Events
1. faxcavate for foundation construction cif .Tank ` •
2. Stockpile excavated material in future area of flank #2.
3. Install s di entation control barrier fence roundo
�. ;tockp i e f
excavated material in area of Wank.
. 1,istall Tank #1 foundation, piping and tank structure.
. %:emov e process water from La -goon "A
6. Install sedimentation control barrier fence in Lagoon. "A"M
7. Excavate stockpiled material in way of foundation of T'an}c #2,
.
Use material to widen berm between lagoons. Place materia]. along
or th edge o Lagoon "A ti and grade.
8.. .,oam and seed berry area in accordance with. specifications.
9. Pemove sedimentation control barrier fence in area of Wank #2.
10, rlstalj_ Tabjk- 2. Foundation, piping and tank structure.
Contractor is responsible to inspect and maintain E & S measures
and controls through out the project. Contractor shall notify
the Zoning Enforcement Officer on commencement of excavation and
and placement of S controls.
12. F'ermanent E & S controls in place following completion of project
`w:L11 be maintained by Stone Container Corp. plant` engineering
personnel.
13 Proposed Schedule -- Items #1 thru #I`6 within the next 6 months.
items #7 thru 410 will be accomplished starting in 1.2 to 3 8
:months.
Soil Stabilization Specification
1. Temporary Controls - During "Out of season" and extended time
€e-riods temporary storage of -excavated material shall be seeded
vith perennial rye-grass in accordance with CT DOT Specifications
Form 814(1988) Section 9.56 and an "erosion control matting"
installed per Section 2®10. The perimeter of the stored material
shall be lined with filter fabric material in accordance with
Section 2.19 and. details shown on the drawings.
2. Permanent Controls - Final "loam and seed" of areas shall: be
accomplished in accordance with CT DOT Specifications Form 8.14(1988)
`sections. 9.50 and M.13.
4f44
BENCHMARK:-
iA' 1,
TOP NW CORNER
OF CONCRETE PIER
ELEV.=+6.50' NGVD
MEAN LOW WATER LINE--_
NAA4,CS smi IT n
wepA waiver is reques* ed for consideration of Information E N G1 N]Ej ]Ej R I N G
contained in Iters X8.3.3, and 18.3.8 thru 18.3 .20 of .�;,`" e ,;�>s�,,�_- x-,
OI -IT
ON, 06340
the "Site Plan CC�rit,'�ilt" section. No. DATA REVISION
a PROJECT No.
,.R.P `"•.,. �� STONE CONTAINER CORPORATION
+� p 0aM z
4, PROJ. ENGINEER
Approval Sagna+-ure - T tle �� s,,l R.S.S.
{ 4,
PROCESS WATER _
Certified by the Montville Zoning Planning Commission: ,�' �' 10/I/94
SCALE: 1" = 20' '' - ,��� STOARGE TANK LOCATIONS SHEEN- No.
t igtc ti
Signature - Title Date
SITE PLAN
`�"•, .`,
CORA
,
�`
,
-_
___ _ i
1
GRASS
�-
- _. ^
— —
—`=- -- ___ —J ;�' •` -
1
LOW' WA
-
•c
R ---__EAN'
Tt
-
s
4_
EROSION & SEDIMENT CONTRO-L PLAN
Sequence of Events
1. faxcavate for foundation construction cif .Tank ` •
2. Stockpile excavated material in future area of flank #2.
3. Install s di entation control barrier fence roundo
�. ;tockp i e f
excavated material in area of Wank.
. 1,istall Tank #1 foundation, piping and tank structure.
. %:emov e process water from La -goon "A
6. Install sedimentation control barrier fence in Lagoon. "A"M
7. Excavate stockpiled material in way of foundation of T'an}c #2,
.
Use material to widen berm between lagoons. Place materia]. along
or th edge o Lagoon "A ti and grade.
8.. .,oam and seed berry area in accordance with. specifications.
9. Pemove sedimentation control barrier fence in area of Wank #2.
10, rlstalj_ Tabjk- 2. Foundation, piping and tank structure.
Contractor is responsible to inspect and maintain E & S measures
and controls through out the project. Contractor shall notify
the Zoning Enforcement Officer on commencement of excavation and
and placement of S controls.
12. F'ermanent E & S controls in place following completion of project
`w:L11 be maintained by Stone Container Corp. plant` engineering
personnel.
13 Proposed Schedule -- Items #1 thru #I`6 within the next 6 months.
items #7 thru 410 will be accomplished starting in 1.2 to 3 8
:months.
Soil Stabilization Specification
1. Temporary Controls - During "Out of season" and extended time
€e-riods temporary storage of -excavated material shall be seeded
vith perennial rye-grass in accordance with CT DOT Specifications
Form 814(1988) Section 9.56 and an "erosion control matting"
installed per Section 2®10. The perimeter of the stored material
shall be lined with filter fabric material in accordance with
Section 2.19 and. details shown on the drawings.
2. Permanent Controls - Final "loam and seed" of areas shall: be
accomplished in accordance with CT DOT Specifications Form 8.14(1988)
`sections. 9.50 and M.13.
4f44
BENCHMARK:-
iA' 1,
TOP NW CORNER
OF CONCRETE PIER
ELEV.=+6.50' NGVD
MEAN LOW WATER LINE--_
NAA4,CS smi IT n
wepA waiver is reques* ed for consideration of Information E N G1 N]Ej ]Ej R I N G
contained in Iters X8.3.3, and 18.3.8 thru 18.3 .20 of .�;,`" e ,;�>s�,,�_- x-,
OI -IT
ON, 06340
the "Site Plan CC�rit,'�ilt" section. No. DATA REVISION
a PROJECT No.
,.R.P `"•.,. �� STONE CONTAINER CORPORATION
+� p 0aM z
4, PROJ. ENGINEER
Approval Sagna+-ure - T tle �� s,,l R.S.S.
{ 4,
PROCESS WATER _
Certified by the Montville Zoning Planning Commission: ,�' �' 10/I/94
SCALE: 1" = 20' '' - ,��� STOARGE TANK LOCATIONS SHEEN- No.
t igtc ti
Signature - Title Date
SITE PLAN
I UNI "44
OT PROJECT
SITE
N
STREET
A. mfr
0
Q
of MIL
AWN bi
"T bws of VIA
LOCATION MAP
0 2000 4000 6000
SCALE: 1"=2000'
Z)
National Geodetic Vertical.
Datum (NGVD) 1929 MSL
7' MHW
MSL
MLW
GENERAL NOTES
1. Plan shows construction and installation of two ne-w, process
water storage tanks and widening of the median earth berm.
2. T'he property is owned by Stone Container Corporation, 125
D46 po t
go -ad, Uncasville, 06382.,
3. Contours and topography details were taken from a diawing
is
prepared by Chandler, Palmer S, pini Enginee-rs. Drawi.ng
dated April 16, 1993 and was prepared from a =-`lassr1,--2 sur ve'V.
Class A-,2 boundry survey plan details are sh.-wn on drawing
titled "Plan o--F'Property to be Conveyed to Sone Container
Corporation - Montville,, CT" Sheet 1 of 3, Dated -, July 26
1934, prepared by Chandler, Palmer & King - Norwich,, CT.
4, Contractor is responsible to phone Cali Before You Digs' at
.--800-922-4455 to locate all underground utilities prior to,
Start of construction.
5. Topsoil in'Loam - & Seed" areas to be 411 (min.) in depth.
EXISTING BUILDING
wcl
WC11 Li
1X
Z—Z—Z—/—
LLL.
L 2
V)
Z�,
III I I T - KO 5X0
--3x*O
2 3x9l.- _t-"
Ld
C3
'40
100 YEAR
Zn
FLOOD PLAIN _ -- -_ _
3t
f, -- ' ,; ( I { (I i l + TANK #1_
wc4 TOC 4xO 0 5X0
Z +6.0'
- it II{IIS W
C
/40
o
f I I= I % r - � I I .III V I I I ,;
C6
t SEDIMENT (n
CONTROL
FENCE
f t I{� �� � I IIS I
5 --a—I PROPOSED PROCESS WATER TANK
LAGOON Er 62' DIAMETER
LAGOON 72' DIAMETER FOUNDATION MAT
29' HEIGHT
647,000, GAL CAPACITY
1
4XO 3X0 4x0 I IQ IILL
Q
V)
L
TEMPORARY STORAGE AREA
See P, & S Note Nos. 2 & 3
I Jill I I
TOTAL PROCESS WATER STORAGE
10 Tac.
' TANK CAPACITY 1,294,000 GAL.
LL_
Ln
40 W
LS
01
y
00 PROPOSED PROCESS WATER TANK
7 --
MEAN HI
62' D
GHANEIII 72' IAMETER FOUNDATION MAT
(b 29' HEIGHT
4xO 45.0
\�Xo
647,000 GAL. CAPACITY
CORD
GRASS
M
4_
EAN' LO `-_` � \ _ _ •. ^ _.- ....__ ._. - . .. _«.. _` ,yam- -
10
WATER LI'N_E
9
4,V
ZY
co
BENCHMARK:
TOP NW CORNER t.
OF CONCRETE PIER
ELEV.=+6.501 NGVD
MEAN Low WATER LINE
HA kcS
/ViCA) A waiver is requested for consideration of information
contained in Items 18-3.3, and 18.3.8 thru 18.3.20 of
the "Site Plan Content" section.
SCALE: 1 20'
Approval Signature - Title Date
Certified by the Montville Zoning & Planning Commission:
Signature - Title Date
EXISTING BUILDING
EROSION & SEDIMENT CONTROL PLAN
Sequence of Events
1. Excavate for foundation construction of Tank #1.
2. Stockpile excavated material in future area of Tank #2.
3. Install sedimentation control barrier fence around stockpile of
excavated material in area of Tank #2.
4. Install Tank #1 foundation, piping and.,tank structure,
5. Remove proaesswater from Lagoon "A".
6. Install sedimentation control barrier fence in La 'Don "All.
7. Excavate stockpiled material in way of foundation of Tank #2.
,Use material to widen berm between lagoons. Place -material along
North edge of Lagoon "All and grade.
8. 'j,oam and seed berry area in accordance wit'nspecifications.
9. Remove sedimentation control barrier fence in area of Tank #2.
10, install Tank #2 foundation, piping and tank structure.
Uontractor is responsible to inspect and maintain E & S measures
and controls through out the project. Contractor shall notify,
the 21oning Enforcement Officer on commencement of excavation and
and placement of E & S controls.
12. 1'ermanent E & S controls in place following completion of project
be main-t--alned by Stone Container Corp. plant engineering
personnel.
13. Proposed Schedule - Items #1 thru #6 within the next 6 months.
1 -terns #7 thru 410 will be accomplished starting in 12 to 18
months.
Soil Stabilization Specification
1. Temporary Controls - During "out of season" and extended time
periods temporary storage of excavated material shall be seeded
r
wi-IE-1h, perennia! rye-grass in accordance with CT DOT Specifications
Farm 814(1988) Section 9.50 and an "erosion control matting"
installed per Section 2.10. The perimeter of the stored material
shall. be lined with filter fabric material in accordance with
Section 2.19 and details shown on the drawings.
2. Permanent Controls - Final "loam and seed" of areas shall be
accomplished in accordance with CT DOT Specifications Form -814(1988)
Sections 9.50 and M.13.
S M I
10 GROT0.1N., CT 06340
NO. DATE REV [SIO N
PROJECT No.
STONE CONTAINER CORPORATION
,40 r, a OV
PROJ. ENGINEER
R.S.S.
�, ' • PROCESS WATER DATE. —�.._.—
10/1 /94
STOARGE TANK LOCATIONS SHEET NO.
NAt_ U
SITE PLAN