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MAP 'EFFRi 4C1!1__
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NOftrl DLEINAL '
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GENERAL. I I11I ... I --- NOTES: - "I
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UTILITY POLE I 1--l- - I 1)
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t:101_
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Operational procedures for t enc tion produce piles of
h&.3 CATCW E3ASIN material which are to be located in ions areas on the floor
1Q0.__.--._ - __ EY15TING CONTOL112- of the excavation pit and are rio-r-ria- Y removed from the site
STONEWALL within a few days of excavation. Th piles will not be located
EE)— PROP05ED COWTOUF? within 50 ft. f the wetland areas.
ill_ -,-
2) Excavation shall not be corxJucted be-,,,ieen the hours of 6:00 P.M.
and 7:00 A.M. except for municipal mr-ses exclusive of Sundays
and holidays. Holidays be.inq NIII ':Aar's Day, Memorial Dav,
Independence Day, Labor Day, Thanksq]*Lng Day and Christmas Day.
3) Applicant/Owner: Mr. Sevi .Ade: n c /o Seymour' s Sand &
Stone, Inc., 34 Bozrah Stril Bozrar: CT 06334
4) Inland wetlands ,,were delineated by Dai
Scientist and field to tech by Roland J. Harris &
kz-x,
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E3,EWCWMAeK No. I
5PXE bET iN 6,L.&F11)1fl535
ELEIiiiiii `10G.99'
4 PP,eoX U 5 8,6 5 00 7'UM,
1_1
MAP 'EFFRi 4C1!1__
PROPOSED TOF T- r-'WIC KaP
k'
PROPERTY OF SL MOUR ADELMAW
TO OPERATE GR L PIT
LPFFINGWELL R MONTVILLE, CT.
SCALE- i'll GATE: 5-113-1982
BY FRAMSEN CUO
ITLINTS
III'll
IF HERESY DECLARE TH47- THIS MAP IS SU55TAAlrIAL, Y CORRECT IN ACCORVANCE
WITH rHE STANDARD OF A CLASS D MAP AS DE NED IN THE "RECO NMENDED?
STANDARDS FOR SURVEYS AND MAPS IN THE STATE F CONNECTICUT" AS
REPA ED AND TD BY THE CONNECT /CUT 4 SOCIATION OF LAND
SURVEYORS, INC., ON SEPTEMBER 13, 1984. THIS P IS COMPILED FROM
OTHER MAPS, DEEDDIMENSIONS, AND,/'OR CTHER 011RCES OF INFORMATION
AND SU elEcr ro.1 CHANGE AS A FIELD SURV MAY DISCLOSE.
I
EF .FEC r/ E JAIVU4RY 'A",. 1987
h, % `Itttl
f OCT. 2 3 1991 00.51
SURVEY4jr SIGNAruRt- DATE NUMBERI
35
9.)
WIE 12EQUESTED FEOM SEC. `16.2.4 FOE' lx-, .""_')UEVEY
REQUI!EeMENT5.
11 I - . _-,.<._. __ __ _
CWLIP-MAN OE 5F=C2ETAEYMTE
C- r EET(FIED BY TWE MOHTVILLE PILAMIlitlAINGt F_0N1WG
COMMIS510H.
ICWARMam IOLI 5ECFETA.Ey _,_,_: _., ,
I I
PRELIMINARY PLAN Ir
SUBJECT TO APPROVAL BY THE ' -1 TO it11 ,
OF MOA j VQ _ PLANKAN; K,'_ & ZONING
OIC r . 3I1991COMMISSION; DATE:
I
I
I
i
I
I -T I0 J "a - E3" C- WETLANDS .d SEC I t , REV 1'_`, ,l)ED WP
1
I
iIIR04LAN'D J,, HARRIS & ASSOC. INCIIA i ;
and Surveyors - Civil Engineers - Land Planners
I
GRISWOLD CONNECTICUT
SPECIAL PEeMIT e9JEWAL
I ,
I
1
Ii:,`V"IE.L EXC_,aVATION
FOE
15EYMICUR AIDELMAM
r' ', 'j F'C I _ _', ,,,, ,,-_ 4 't ,., t -INGWELL 20AD , , f- MONTVILLE II_L,:' I
l 7 -----T7t-D-E—jSCC.ALE DATE D IE1 N T. IN0. FlFtD 800) ---
91
ill_ -,-
WINDOM — ... pomqpwFRk-R,6lwoppl"---" IM off" i—
r I 0 aI
EROSION' AND SEDIMENTATION CONTROL
UR ADELMAN - GRAVEL EXCAVATION SPECIAL PERMIT RENEWAL
LEFIFINGWELL ROAD, MON1VILLE, CT
Person responsible for implLmentation of these sedimentation and erosion D. TOMT)ORARY SEEDI^r, te_.ran, vegetat-Icn co -ver of annSy"'ETIC, FABRIC control measures '-is Mr. Se-%rcur Adelman c/o Sevnlourls Sand & Stone, Inc., 34 rve grass at a rate of 1.0 los'. per 1000 s.f. Ant0ply1 -10 10
F I LTF_ Z &)zrah Street, Bozrah, CT Ob334, telephone: (203) 889-3394 fertilizer at a rate of 7.5 lbs. per 1000 s.f. and limestonetce4-=5T ELEVA 831,C) i R FF_W(:C_
a rate of 90 lbs. 1000 s.f. Apply straw or hay mulch at( aiob,c. MAx. pei (EJJV1P 0P:GNCE(M1RAF1) GENEr,",', 1%nTRU=I0NS: rate of 70 lbs. per 1000 s.f. Apply all materials at a unif
rate by hand. or3* 1 3 (TYP) C4:Z 4,PPR0VE7=1:) I.Ditz5 --ont"'ractor shall be responsible for- Erosion and' Sedime'ntation Control
t curing c-jnst2u-tjon. E. PERMANEEINT SEEDING - Se -ed bed preparation: Fine arade and r
woo[:) soil surface to rerr-ovt- stones larger than 2" and d_iarret.c-.-. f'CECJ59E1) 5TONE SIDE SLOPES ARE MAXIMUMFIK115WF.r3 The Contractor shall be responsible to inspect and maintain all erosion •Apply limestone at a rate of 90 lbs. per 1000 S.f. Ferti1i
and t 11 lbs 1000 s.f. Wc-ksedimtfntationmeasures, to maintain a log available to the Zoning/Wetlands of DerCoMPAc,rEDACTUALSLOPE5VARY, SEE with 10-10-10 a' a rattz
Officer of inspections of the erosion and sedimentation measures, to inspect -o' y to a depth of
11
RADING PL4N rig ianwestontz: and fert-ilizer into so-;-' unifn,
after any ma3or prec h a harrow or ecruivalent. Seed anolication: Apply SE34CKV-_ I LA ipitation event all erosion and sedimentation measures, to
providt- or nvdroseederr. Lian, cv lont: seeder
X approved
a direc-r contact individual for emergency situations and to build the Mixture 10 bv hand
4 nuac_ to cover t- ._.e7Y. -a' seedez sur. dran or -1 -he Seedin 3 siU a
between Anril_15 june ISor between August 15be- doneMractorshallberesponsibleforallcleanupTPSCon," after construction October' 15. If seeding cannot be done during these •71
JNQ and continued inspection and maintenance of the erosion and sediny--ntation repeat mulching procedure belowLuntil seedinq can take plac-.
program until any public improvements are accepted by the Town. Note: If hvdroseeder is used, increase seed mixture by 1
i t Iching: -ding, mulch the s1,mTediately follow seeNOTTCSCALEslurlacewithstraworhayatarateof 70 lbs. per 1000 s. SITEv Spread mulch by hand or mulch blower. Punch mulch into sc il
surface with track machine or disk ha=ow. 1_1r
The, site is currently operating as an approved excavation operation
iocate b-. the northerly side of Leffingwell Road at the intersection of Noble SCS Mixture #110, Creeping red fescue .45 lbs./1000 s.f.
10ad. The surrounding areas are zoned R-80 and at this time are sparsely Redtop .05 lbs./1000 s.f. 4, Z1* OPe! as single family residences. Crown vetch .35 lbs./lOGO s.f.
ki However, the area of excavation are to ot- applied one time only. zt area is approximately 20 acres. J L stone and fertilize. is on!% kpproximately 9 There are approximately 1.7 acres of wetlands
and no work will occur within the wetlands. H. FILTER Fr-NCESonthes
1. removed when then have ser -\t, Filter barriers snall be ren6' H I Ga H Ezk*-,ation which has taken place to date has se-_ limits ofdisturbance'Psiopt-, area rWsthe-- useful purpose, but not b+L-fore the u
AV 17 E Pt r, E round nt- existinc, w-_ir) and future excavation will be- limitec, to these oer_-n permanent!%, stabilized.
Inc its Of disturbance with th-_ exception of a small en ma me
UND15TUR REED
exis', - _rrd12"MIH. DEPTH c ch nt inGROUNDthenorthweStcornez- of the site. There will be no screening or processing of Fil ter barriers shall be inspected after etv,
7Z. arave-1 )n this site. Material will be excavated and placed in piles for 4 - rainfall at least daily during prolonged rainfall. TJVioadinc, b*,,, a loader. The piles will be loaded onto the truckscks and re sired repairs shall be made imTrediatelv.
removed ror, tnt- site within a few days of excavation.
DUST M%7rRQL - Use traffic control to restrict traffic toCONSTRUqna sEccug_-,,: Dredeterrmir ed mutes. Maintain as much natural vec tior: asTgeta
SET TOP OF RO0T SALL I mEt 114T F F N E D E 4kEDATGRADELEVr= L 04A&MVA-A .. 4110--ft-40- is Practical. Use phasing of construction to reduce the aTea1. seaimsent control barriers as shown on ulan. T t, . land disturbed at any one time. The permanent vegetal e
cover, or soddina, will reduce the need ior dust control - 2. stone filter where shown on plan as per the plan detail. LOOSEW BURLAP
Sol a% adhesivesREMOVEIF3. Construct gravel access drive as shown on the plan. Anionic or cationic asphalt emulsion, latex eTuision
resin in water are acceptable. Fbr application rates dPRACTICAL
and seed all disturbed areas wriere no further vehicular traffic dilutions on specific sites, refer: tc rnarrufacLur_. s
quideiines.
terin -a4 all sediment and erosion control facilities until allPLANTIN6SOIL -iintaro . L - W
M 1)(T U RE s have been, stabilized. exposed soi', surface snoui.-- be moistened per-,odice- yS, _TA K'E_ w1th adequate water to control dust.
Peclfic instructions are:
i::,um. ch.1-ride
B,4LE bt-_ t-itne_r loose di-,, granules or flakes fine tz:nc>
PLANTING DETAI L Si, Inspect havbale sediment barriers after each storm event and
repair or replace as necessary. Cleanout of accumulated tc, reer tr1rough a spreadur a,- a ratt: +Ina* -
will ) e -P
r su.-tact: moist but riot c -.10 anbe: the bales is rit-ct--ssaxy if 1/2 of trx-- original cause pollution or plant damage. TO
hazight of the bales becomes filled in with sediment. reauct: potential for enviror'nental dt:—__aaat use cliv
pA,;% wnen other ffvE-thods are not practical.
Inspect fabric filter sediment barriers after each rainfall and0721
0, Lras StoneJPtdailyduringprolongedrainfall. Make necessary Cover surface with crushed stone or coarse gravel. iately. Should the fabric decompose or become Inrepa.1-rs imned6TR4WBALE
adjacent waterways usepriortotheendoftheexpectedusablelifeandareasentto ally sta! leineffectivepcchemic
01, q_ aggregate. T y P X_ the barrier is still required, the fabric shall be replaced
Saiiment deposits should be ruroved when they reachpialfly.
approximately 1/2 the height of the barrier. 5. MaintenanceCoNA, P4 C -7- E --- WX When temporary dust control measures are used, repetit've
i treatment shall be applied as needed to aCcorrpl SriLLAttheconclusonoftheoperationorofasubstantialportion47 -61 thereof. the whole area where excavation has taken place shallI control. T- dE CAVATED be covered with not less than four inches (4") of topsoil and1---_ tZ, P starting datefor the project is anticipated to be Ncrvemc, 7
I -t I -., , - - "I IX,
A
t, .s , I -ROM TREAA— 4-J5; seeded as outlaned below. J. The st
4" 19,91and is expected to be completed by November 19 6. 1,7
A • PLACE AS SWOWW A.0 SediTnent removed from behind control barriers is toNote:
be olaced in, a nonwetland area and so as not to createONUPWILLSIDEaditiOnalsedlTentation.
7
A f7. Jf dL;FLuq apez-4tu)w erosionLN- psaw EV E--- I PH sion and sedimenta -4-T"
7
fly
C
P
44
AL 6rk
A 3rVie,WEDGE L.00-tiE STRAIN' J 8. At the conclusion of all operations the stone filte-, to beBETWEENBALES -rn reTuverd
C `E ATE A CC*JI J L i
80 -(eLEVATION)
CP055
13CALE:
W021ZONTAL* 1 40'
VEF-TICAL; 1i .4'
0 tS11614ifftoftC N
No. 8132
4-
0.
PRELMNARY PLAN
SUBJECT TO OVAL B' THE
COMMI,S'SIM DATE: 0 T
ACXDE D DE -TAI LS
V 2c -v PP_ ki or_) tNA IV( rz-
A R ,h AIL vu NCn
R00"LA "NO JR n
Land Surveyors - Civil Engineers - Land Planners
GRISWOLD CONNECTICUT
DUAL SWEET
GiEAIVEL EXCAV4T10N
MP-
SEYMOUP. ADELMAN
ICIK4 -AWELL MOWTVILLE