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THE' C_OASlrAll. AREAEFINEAD BY MA)VA G3 E M EN 71THISDRA%-%IING IS COMPILED FRON OTHER MAPS AS DCP
DEED DIMENSIONS AND/OR OTHER SOURCES OF
I.NFORMATION., NOT TO BE CONSTRUED AS LED RD
J HAVING BEEN OBTAINED AS THE RESULT OF A LY ME
i ELD SURVEY, AND BE I NG SUBJECT TO CHANGE
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GENERALNOTES
F UNITES NV C L t_*AR CORE 1) Subject property is located off Fort Shantok Roal in Montville, Connecticut and is
S shown on the Montville assessotls map as Lot #16 on Map #49) containing approximatelyMAP5G, LOT 230 4CRE"
25 acres, and its deed is found in Vol. 127, Page 712 of the Montville Town Records. ARVLANDUSF_: INDUSTPIAL, T41C P0
2) Subject property is owned by John Lahaniatis of 28 Sandy Desert Road, Uncasville, Conn.
I-)NDEVEL OPE
Property is zones RA -120 and presently is undeveloped. An unpaved and otherwise unim-
SHORE L AN D S proved driveway is given as a right-of-way by the State of Connecticut to access the
property. W4AREAF_P` M 7AL 8 F_ D6E
oF VA, R E X V 'St, VE 01- COA.STAL N11ZAR\0
F,, F/, 3) John Lahaniatis,, the subject property owner, is also the applicant for the permit to
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r excavate gravel from the southeast corner of the property.
4 This drawing and another, Drawing 102,* comprise the engineering submission necessary
for the Town of Montville Zoning Commission to act upon an application for a specialA
C 00 1 TA L FLOOD H,,,vAR D APEA permit use, as defined in section 4.32(A) in the zoning regulations, to excavate gravel
from the subject property. F CP-Rom MF -/IN WrIS!i WAe i -F 7 11 e
MAP s7ro, LOT 41 12.4 A CRE S OX. CONTOOR FL. 0 F '
Ir
5) This engineering submission for the permit to excavate gravel is governed by theyregulationsofthefollowingauthorities: AN D, RES 0FV T'IAL PiSU
a- Town of Montville Zoning Commission
Connecticut Coastal Area Management ProgrambT1
C- Connecticut Council on Soil and Water. ConservationMAP49, L07 IG, 9-5- AC? E;
EL 0 P E DLANbUUNDEVE
05 Reference is made to a drawing of Fuss & O'Neill, consulting engineers, entitledV-4 , , N SEE D VICI "Groundwater Contours- Overburden, August 3, 1989 . . . for survey, topographical, IC2 FOP, OL
o S U F F"T' PROPERTY soil delineation, groundwater contour lines, and other engineering information necessaryG4RAVEILfortheproductionofthisengineeringsubmission. E: YCA VA"I"' I 0N.
N/F MART) N RF-ALTY SEDIMENTA 'ION AND EROSION CONTROL NOTES
MAP 49, LOT 11A, 25.7 AGeES RA Overview: The applicant proposes to excavate about 1250000 cubic yards of gravel from theLANDUSE. R E E: N7'
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AL
southeastern corner of subject propertyo an area of approximately 110,000 square feet or
about 2 acres. Assuming a permit to excavate is obtained during this winter season,
E:C,:,7 OA R I IqF- E hf 814 A Y M K N 7 applicant intends to start excavating in March 1990 and estimates it will take six months
to complete the excavation. The limits of excavation are delineated on the drawing. ACC-cz'S f1Z
F7. SHAPIF'70 i< MAMOR G)VEN 8-y •C-
17ATFN/F E. SER NAT - , \ )e" Excavation operation: Prior to the start of the excavation process, the existing foundationFTP.' APAkT-MENTS
MAP 4'c-), L OT 13) remnants of a chicken coop will be broken up and removed from the site to an approved
disposal area. With the old foundation removed, the excavating pl ocess will start by the
LAND 0c, _F removal of the existing top soil layer and inventorying this soil in the pile as shown onRESIDENTIALthedrawing. Excavation for the gravel willfstart at the north end of the proposed
NIF MOTIN REALTY excavation area, which
N/F UN)TED NUCLEAR CORP. RR
4 '
I
N. is the lowest in existing elevation, and will proceed southward
1AP 4, L OT 12 1 -1 ACRES to progressively higher terrain. At the conclusion of each working day, all newly -createdMAP4% LOT 11 1.0 ACRES % I I
IYSS F_ UNDEVELOPEF-D embankments will not be steeper than 1:2 (vertical to horizontal) slope Th
LANtLAN[) USES R&;IVF j7IAL N'T' PA IL R0 A L floor of1-4f . W -- N V _-_ VE - RM , / I
H
Vk 1 OT 14 :2 B A -Y.-- the excavated area will be reasonably flat with a slight pitch to the north. MAP 40,,
v, C k VFLA -&'b 0 F: U k41 Sedimentation and Erosion Control Measures; Prior to the excavation process, staked balesA, WILL LEY of hay shown on the drawing shall be installed and properly maintained during excavation.
Additionally, staked bales of hay shall encompass the stockpiled top soil. At the con- MAP -3) LOT 15 8 ACPEZN/F MARTiAl REAL"('- Y LA,NL Ur.,E; UNDEVELOPF elusion of the excavating, with the vertical -to -horizontal Slope of embankments at 1:2, HANTOK HEIGH`7f'S RD.
MAP 49, LOT 11C, 5.2 ACRES applicant shall stabilize the final embankments by spreading onto this sloping area the5ZH, Tf!". L-A JD U'3E" L;,KDEVE L 0 P' b I F) -r T E '?K PEQUOT 8 QT'_,r7 stockpiled top soil to a depth of four inches. The newly -placed top soil shall be immediately7
raked to establish a seed bed and shall be seeded and reseeded- as necessary with a fast -
L. (7YF growing seed mixture until the area is stabilized. Mulching is required as a temporaryN/F
I measure. For specifics of t1wi -seed bed preparation,,seedingprocedure, and temporary12A, to AcRESFimP421) LOT
mulching, refer to "Guidelines for Soil Erasion and Sedimentation Control" publication, LAND VSE: REShrw"ENTIAL
Responsibilities and Summary: The applicant sty -all be responsible to effectively implement
and monitor these control measures to ensure the successful outcome of erosion control. L HOME- N/F WON6 H<.*.)1,.)'sE C) (T YP Should any unforseen problems arise, engineer will be available to assist applicant toMAP49LOT118, 51 ACRES
F7FT
4
T a mitigate these problems. REGIDF)TIALLANDUSE: CYy.
FORT S 4ANTo)< RD.
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TA LFORTS -NNKC T_ I C J TSHANTOKSTATEPARKNIFSTATEOFU
MAP 4 3 LOT 14 2 4 CPVz 4
R E C R, E A 7-10AJA L
N/F STAT -E OF c0NNEC7)CL)T_ 4 .
MASSA F_IDE RD.
tea.an -4 a ^'Ir #,n e-"7 ArDrc
LAVb USE! U& _VELOPED
iPPROVED fJY THE
TANNIN6 AND Z0NIN6 UOMNISSION
4
LATE
L*S OF S 7A T F PA R'K
CoNTIAJUE. SouTHWAWD 10-2. -Re" CLIZ:NT R F -V I F - r TOWAI
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APPLIC,SI i SEEKING PETIMIT TD EXPA'AT .
JOHN !AHANIAIIS
ANDY DESERT BQ_AU.__VNQA5W1U,Q0,
SCALE:00rAPPROVE6 BY, By
DATE:
20
REVISED
1215- 8e
ENGINEER: FBANK REVIS/oVWN-GRUSSY. P.E.
P.O. BQX 206. .,JEWETT CITY, QQN&
DRAW#NG N
V,VIIN',-'` W—ITHDRAWING 102 I V
71"HTHISDRA"YVING IS COMPILED FROM 0 ER MAPS
DEED DIMENSIONS AND/OR OTHER SOURCES OF
INFORMATION, NOT TO BE CONSTRUED AS
HAVfNG BEEN OBTAINED AS THE RESULT OF A
FIELD SURVEY., AND BEING SUBJECT TO CHANGE 1
Ac AN ACCURATE LE1 LD SU2V YV&YI1LM
WEDGE LOOSE STR,W BALESSrRAWBETWEEN
BALES,BOTH BINDING WIRE
HORZ. & VERT. OR TWINE
SET FIRST BALE
CONPACTED
BACKFILL ON
I NTO 4" DEEP
TRENCH
UPHILL SIDE ORADE
SOIL IDENT-IFICATION ISYMBOL
04Z soil_ S()RVEY 01:1
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CouwrY. (SEE S0.1'"I
V,0100`5 TEST \&IELLS (7yP
TE,S`7]N(j COMOLIC7ED
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RESERVE AREA FOR T EiPOPoik,4),11 it' S TOC k P IL E 0 T(77j EAREA \A/) TH NA y 8 W) 7-,9 Pj8"ACE OF P-
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4- - 7 GROONDWATER CO JTOUR 1-INEIS (TYW, rWAT`FF EL. 2.p5l) PROPERTY, FORT S, iANTOK ROAD, MONTVILLE CONNECTICUT", V
XRWII)NED BY FU.Scl. *4 O'NEtLLXSCALE1"-100', DATED MAR. 1989, BY FUSS &O'NEII, INC., FFI'L DE'rf
A 'A Y YCONSIJLTINGFNGINEEFIS,MANCHESTER,G(-)NNECTICUT, E XC 4 A *7 E L; ARFAr, Mt),',',T SE 7' 0 3TAKE3
21 REFERENCE IS MADL TOTHETAXASSESOR'S MAPSAND THE Y,
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SITE DRAINAGE0
GRA 1) There is no site drainage, temporary nr permanent, due to the following reasons: EXI LiN!7_- A
No identifiable additional run-off from proposed ground re -contouring is aPparen, SEE RLAN r 9P E t
we s t,
ve2) The new excavation embankments along "he orld"South limits of excavation wila
f
negating any diversions necessary for protection
P'LE AFTER, I C,- m FLE7 - TOP SOIL FRoM STOCk, have erosion -stabilized surfaces,
ofFRXCAVATION. S E these sloping surfaces.
EDPROPOS 3) The soil type on this property is Udorthents- Urban land complex, abbreviated "Udwi in
N
51 _
XCANIATED ,4,rE, the Soil Survey of New Londan County, and described as "excessively drained toFL00POFE
moderately well drained soils,, which rctsults in a low run - Off of rainwater. ThisV, V soil characteristic mitigates drainage and soil erosion cOncerns.
4) The flatness of the excavated floor which has a minimal sloping surface would produceONS7RT10NaslOw-velOCity surface -water run-off that erosion would be insignificant. a 'A NO TO 8 E STe_EP ER 7HAN
N, 2
NOTE: TAT/ON 4NDFORSiFf))MIE7Nv, S FEE DW6. to/ S F_ C T 10 kl X— X
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TRANSPOR'rED 8y GLAQA1_ ICE. 10 T GLACJAL NONSTRATIFIED DEPOS17,c- OF CLAKL SAND ANL) F-OULDETRAMSPORTED
uc, UDORTHENTS RELATiVELY WELL DRANI'vEo SOILS C-NARAICTEFRIZED By Ct)T-T/A)(iR9AJNL114DCOIPLEXANDFIL"NG FOR S/rP-: OEVELOPMENr0CANTONCHARL7-ON VERY IqTONEY FINE SANDY11?
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LOAMS' 8 TC>' SLOF-t-S, 67_0 VEAN09ouJ_ o, eP C o v E R 8 - I F % FA r r,
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