HomeMy WebLinkAbout99-72P_KEY MAP & SITE ACCESS PLAN PREPARED FOR REDLAND BRICK INC._STRONG ROADI
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E48-1 LYNDA TOMEL
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4N STRONG ROAD
87-7 jov" PRANOWS
88-2 MET 1. SILVERSTRI
14 GUMN STREET BOO STRONG q0A0
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SHEET INDEX
1 KEY MAP & SI TE A\f'd"CPL__SS PLAN
2 EXCAVATION PLAN .—' EXISTING IING CONDITIONS
3 EXCAVATION PLAN — PROPOSED CONDITION
P r-
i-DLIAND BRICK lW-l"
,5718 CLEAR SPRING ROAD
P.O. BOX 160
WILLIAMSPORT, MARYLAND 21795
TEIL E. NO, 301-22,35-7700
11 1
_T 0 MILLER
/_� i IN. ivi A
cSOU774 'MND-SOFT
ENGINEERING DEPT
E. HARTFORD, CT. 061D8
86-3 JCM J. JJITIPMLL ET, AL
1209 SULLIVAN AW
86-4 MARY EUJS M.D. & )OM MCDONALD
SW STRONG ROAD
86-5 Roo(y a- MaLLEM
M6 STRONG ROAD
86-6 WKLIAM V. PATRONS
630 STRONG ROAD
W- 14 JAMES - T. POUUM & USA WYUE
4W MOW ROAD
07--7 REMAND BRICK -INC
1440 JOHN FITCH BIND„
109-8 %3MY WOOD LMTED PARNERSI+P
777 PROSPECT AYE.
W. SARTFORD, CT. 0610.5
JPROJ. MANAGE_R:. -LR' —
:THIEF" DESIGNER: jDCD
.
REWEWED i By
SURVEY
If' SITE
STRUCTURAL
13
REVISION DATE:
hGJ '
Lj
< I
DATUM: 't
tfi SCALE: 1 200
97-3 ROBOT E. & FRANCES E BEN"
is WEST ROAD
*7.., �yksmvv
a l_ i VJEST' ROAD
87-5 DONA44 f. %CK9-3DER
33 VEST STpMl
87-6 JOSEP14 PRANCKUS
i WEST ROAD
67--7 JDSWH PRANCRUS
3 WEST ROAD
37-12 J PALk- & TRAPY M, MATES
44 KSI' RW
87-19 EDWARD Vk & JOAN k G00%4UN
890 ST"S ROAD
87-26 ROBERT E. UUYMRA
AS3 'STRONG F4A*
87-27 ENET Y. S&VESTM
i Wt wAt4 -,T.
EAST MARWORt% CT. 04108
r37-'ZW- JPAM—tt, -4 MAIR-MiAl U0, FALOCIONN't-
"I STRO04G ROAD
X INC Conmd&na Nr.&~ers
1� IUM & OMM
DATE
146 HARTFORD ROAD,
gr\wj (860) 646-2489
S. I
PREP ARC 1 (')°�
REDLAND BRICK !NC,
-STRONG ROAD SOUTH WINDSORN CONNEgTICUT
JOB NUMB PHA§F-- 1 DAIS I
176370A10 8000 � ",1/2,3/99 1 SHEET N0, 1 0 1:' 3
T-7 �
.. •. �� 'dam
`lEQUENOE OF OPERATIONS
{;�• r' '7RMATiON :;;NSISTa OF SAND AND GRAVEL APPROXMATEL'i TEN FEET (10') THICK ON TOP OF A LAYER OF
� 1' '' i L. T l ) i tiR;K M9US?. It- NJ I ALl, OF lHL SANt.J ANU t3RAVLLL HAs ► re Vivub Y titkN RE.MUVEU
?":y^i.' Sktdt• AND S3F?AYE;_, I'ND""R A SEPARATr PERMIT.
s) e ti1ANYYEARS N AN OPERATION THAT PREDATES ZONING REGULATIONS lN THE TOWN
AN q Ll E!' ;UM,E PART OF' THIS EXiSTINC CLAY PIT. THE MINING OPERATION WILL BE IN A WEST
T:lLEE. TO PHASES 1, 2, 3, 4, 6 AND. 7. RBI ALSO MINED CLAY TO THE 'NORTH AND SOUTH
I E c.tiY i� USED IN RBS L G.TAN fNGB ICKMAN MANUFACTURING FACiFTY. RB 'INTENDS MODIFY
t NF.EDEG, TO BE ABLE TO MINE CLAY IN PHASES 3, A, 6 ANP 7 481 W►LL ALSO MIgE CLAY ON ITS
N. !,RED,` RE!; WILL MAINTAIN A 40 FOOT SETBACK FROM ALL WETLANDS.
i
4. RBI WILL STRIP REMAINING OVERBURDEN AND EITHER STOCKPILE IT OR USE IT ELSEWHERE ON ITS PROPERTY
AS RECLAMATION MATERIAL.
5. RBI WILL REMOVE CLAY AND STOCKPILE IT ON PROPERTY AND. IN STORAGE SHEDS.
6. RBI WILL MAINTAIN 2.5:1 SLOPES ON THE NORTHERN AND SOUTHERN EDGES OF PHASESI AND 2 AND THE
EASTERN EDGE OF PHASE 2, THE QUARRYING OPERATION KXTENDS TO THE EAST BEYOND PHASE I AND 2 THE
EDGES OF THESE AREAS WILL BE REMOVED. RBI WILL MAINTAIN 2.5.1 SLOPES ON ALL OUTSIDE EDGES OF THE;
CLA Y PI T.
'. AT THE CONCLUSION OF ALL. MINING, RBI WILL RECLAIM THE MINED AREA BY SPREADING NOT LESS THAN FOUR
(4") OF TOPSOIL AND PLANT THE RECOMMENDED SEED MIXTURE. AS THE MATERIAL IN PHASE 1 AND 2 AND THE REST
OF THE CLAY PIT IS REMOVED, IT IS POSSIBLE THAT THE PIT MAY TILL WITH GROUNDWATER AND/OR STORM'WATER.
IF THIS OCCURS, AND DEPENDING ON CONDITIONS AT THE TIME, .RBI IN ITS DISCRETION WILL EITHER PLANT TO THE WATER'S
EDGE OR FILL THE PIT WITH CLEAN FILL TO A DEPTH SUFFICIENT TO MAINTAIN CONDITIONS AND THEN PLANT SEED MIXTURE.
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t�PERM6NENI
T"SEE NOTE .5)
• e� T =
NAA� ;�'E17-_ 'E
1. -)
'•-
2. THE PROPERTY :ti\. t
G(?2:TH \mNr)5%-W 'I'LA! I v: r' -S' a •. �!i.
EASTERN T;l)POC,RAPH'CS, t;.q_
4. HORIZONTAL D :UM S tr .t}h s. %N."
�... _�
5, "ON?CIUR t Prt� An TWO
REPRESENT FINAL Q-RADE,S t,? He
O' TWO 2) FFET OF COVER
6&,Itt�i.RN!) WETLANDS DEPICTED HtREON rA A 4 ti � c_f:: h i*
r~ ;; +.� • �
41
!
A'W�{E
SNARSKt AND P�ELD LOCA ILL' 87
SURVEY NOTES:
X'
E TIM c Q 7 S Or
7 ESTIFJIA TFD +�t.)ANi?IE S Of 4;L.r. ' ti ,.y .. .. - • ..
/
PHASE' ONE (", 155,566 u Y.
QQ 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATION'S OF CONNECTICUT STATE
`1 "STANDARDS
�riA15E TWO {2'1 16,3,9558 r
AGENCIES SECTIONS 20--300b--1 THROUGH 2O--300b--20 AND THE FOR SURVEYS
_
r' AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED8Y THE CGNNECTICUT ASSOCIATION
8. ALL MONUMENTATIONv DEPiCIEL'
OF LAND SURVEYORS, INC. ON SEPTEMBER, 26, 1996; THE TYPE DF SURVEY IS A PROPERTY
SURVEY AND A TOPOGRAPHIC SURVEY; THE BOUNDARY DETERMJ%ATION CATEGORY ;S A
9. EAST H:ARTFORD SAN- Ar (,'hJ . H
IE
RESURVEY; THE HORIZONTAL CLASS OF ACCURACY IS A-2, TTOPOGRAPHICAL CLASS OF'
GRAIN ON THE ABUTTING PROPER _+1
ACCURACY IS CLASS T-2.
ji
THE PURPOSE: OF MAP IS O DEPICT THE CURRENT SITE CONDITIONS AND
I o. ��� EXISTING A;Y;ESs L/RIVE F?; �; _
2 INTENDED JHS
BE MAINTAINED THROUGHOUT THE EJXCA.a11O'N
PLAN OF EXCAVATION.
GETTING INTO WETLANDS & 'NATERCOURSF-7
NJ SHEQ7:. E. :Sms7H
TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT
,AS NOTED HEREON.
I*
LAWRENCE R. GOSSLE:R, 'R• S. N 12327
P ROj. k4ANAGER:
Rr V;EWED BY ' DATE
SURvey i
SITE
F- STRUCTURAL
:I �_
REVISION DATE:
DATUM. NAD8 , ,'NGVQB
! _ EEk100
� _..
SCALE 111'00'
ra FUSS & 0"N'TILL T\!,("
'4.6 HARTFO;' L) M. A.Nt,i4F S , FR,
-i86+1') 6*6--24139
00
x
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