HomeMy WebLinkAboutModified Site PlanTHIS PROPOSAL i ORIGINALLY APPROVED ON ► •4 AND
PARTIALLY COMPLETED AS SHOWN ON THE ATTACHED PLANS.
MINOR
MODIFACTIONS
., APPROVED
•r i.. ON, 2iiCHANGE
THE SIZE OF THE UNDER ROAD DRAINAGE PIPES AND a
ROUTETHE OF OVERFLOW DRAINAGE
NARRATIVE
THIS PROPOSAL INVOLVESTHE CHANGE
OF i- If BOTTOM
ELEVATION TO 275.0 AND COMPLETION OF ORIGINAL AND
MODIFIED APPROVED D PLAN.y i OF CUBIC YARDS
OF GRAVEL r . ACRE POND TO ,
ACRES, y REGARDINGAND i' 'r AN
ACCESS
ROAD ALONG THE TOP OF SLOPEOF THE
POND. THE
GRAVEL
BE REMOVED • i' THIS SITE EXCEPT I'THAT WHICH WILL .
USED FOR ACCESS ROAD CONSTRUCTION AND
THE ACCE55 ROAD 15 TO BE 1/ DURING
EXCAVATION/REGRADING r" ry • AND WILL EVENTUALLY BE
THE DRIVEWAY TO ACCESS A FUTURE HOUSEON it
SIDE OF iTHE SITE CON515TS OF OWNED
BY APPLICANT i i APPROXIMATELY ACRES.
TOTAL D15TURBANCE 15 25+ ACRES.
THE EXCAVATION OPERATIONSARE EXPECTED i, BEGIN r*
RECEIPT OF ALL NECESSARY APPROVALS AND ARE EXPECTED TO
BE COMPLETED WIT14IN 3 YEARS OR APPROXIMATELY JANUARY
2005.
ROGER
VIENS *fir BE
RESPONSIBLE
w► .R ALL
INSTALLATION AND MAINTENANCE ALL
EROSION r r
SEDIMENTt AND MAINTAINED AT THE
PROPOSED OF DISTURBANCE IN THE
AREA
,i . i
ACCESS DRIVE e NEAR THE EDGEOF POND
PROPOSED REGRADING ►S. SEDIMENT FENCE WILL it
INSTALLED AND k # D AROUND D A' !r i STOCKPILES
ALSO.
DISTURBANCE OF SOIL SURFACES 15 REGULATED BY STATE LAW.
ALL WORK SHALL COMPLY WITH THE APPROVED SITE PLAN TO
PREVENT OR MINIMIZE SOIL EROSION
THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL
DEVICES IS THE RESPONSIBILITY OF THE LAND OWNER, APPLICANT
AND THE EXCAVATION CONTRACTOR. TOWN OFFICIALS
ARE TO CONTACT MR. ROGER '''LENS AT (203) 848-7871 TO REPORT
ANY UNSATISFACTORY CONDITIONS OR OPERATIONS OF THE SESC
MEASURES ON THE SITE. A PRECONSTRUCTION CONFERENCE WITH
TOWN OF MONTVILLE STAFF 15 REQUIRED. PRIOR COMMENCEMENT
OF ANY SITE WORK OR DISTURBANCE
THE APPLICANT SHALL USE THE CONNECTICUT GUIDELINES FOR SOIL
EROSION AND SEDIMENT CONTROL, REVISED TO 1988 OR LATER
REVISION, AS A GUIDE IN CONSTRUCTING THE ERO— SION AND
SEDIMENT CONTROLS INDICATED ON THESE PLANS. THESE
GUIDELINES MAY BE OBTAINED FROM THE STATE OF CONN-
ECTICUT SOIL CONSERVATION SERVICE, HARTFORD, CONN.
THE APPLICANT SHALL INFORM ALL CONSTRUCTION SITE WORKERS
ABOUT THE MAJOR PROVISIONS OF THE EROSION CONTROL PLAN
AND SEEK THEIR COOPERATION IN AVOIDING THE DISTURBANCE OF
THESE MEASURES.
THE APPLICANT SHALL BE RESPONSIBLE FOR THE TIMELY
INSTALLATION, INSPECTION AND REPAIR OR REPLACEMENT OF
EROSION CONTROL DEVICES TO ENSURE PROPER OPERATION.
THE APPLICANT SHALL INSPECT AND REPAIR EROSION AND
SEDIMENT CONTROL DEVICES AT THE END OF EACH WORKING DAY
AND AFTER EACH STORM.
THE APPLICANT SHALL RESTORE DISTURBED AREAS AS CLOSELY
AS POSSIBLE TO THEIR ORIGINAL CONDITION.
THE CONTRACTOR SHALL NOTIFY THE WINTHROP GROUP,
HEREINAFTER REFERRED TO A3 THE "ENGINEER", OF UN—
SATISFACTORY EROSION CONDITIONS NOT CONTROLLED BY T1415
PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS DIRECTED BY
THE ENGINEER. THE ENGINEER MAY BE CONTACTED AT (860)
464-1143 IN CASE OF EMERGENCY,
FIELD CHANGES TO THIS PLAN SHALL BE MADE ONLY WITH THE
WRITTEN CONSENT OF THE ENGINEER.
ACCUMULATED SEDIMENT 'REMOVED FROM EROSION CONTROL DEV—
ICES SHALL BE SPREAD AND STABILIZED IN LEVEL, EROSION RE—
SISTANT LOCATIONS AS GEINEI?AL FILL WITHIN LANDSCAPE AREAS.
ALL DISTURBED AREAS NOT COVERED WITH IMPERVIOUS SURFACE
,BUILDING OR MULCH SHALL BE PLANTED WITH GRASS ON 4" MIN.
THICK— NESS TOPSOIL LAYER AND PROTECTED WITH MULCH
ANCHORING.
SEEDING SHALL TAKE PLACE BETWEEN APRIL -15 - TO JUNE 15 AND
AUGUST 15 TO SEPTEMBER 30. SEEDING S?IALL BE PERFORMED IN
ACCORDANCE WITH THE FOLLONING SEEDING f STABILIZATION
DIRECTIVES:
A.) FINE GRADE AND SCARIFY (AS NECESSARY) SEED
BED TOGETHER WITH LIMESTONE TO PH OF 6.0
PER 1000 SF.
B.) APPLY THE FOLL~OWI�IG SEFD MIXTURE BARON BLUEGRASS AT
50%, PENNLAWN FESCUE AT 35% 4 MANHATTAN II PERENNIAL RYE AT
15%.
C,) 1F SEEDING CANNOT BE PL,;FORMED WITHIN THE SPEC- IFIED
SEEDING DATES, SEED WITH A.iNUAI" RYE GRASS AT A RATE OF
ILB PER 1000 SF AS A T EMPOF._tiRY MEASURE. (LATER RE -SEEDING
REQUIRED) OR SEED AS SPECIt'IED AND PROVIDE MULCHING.
MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED
SURFACE WITH STRAW OR NAY AT A RATE OF 2 BALES PER 1000
5F. SPREAD MULCH BY NAND OR MULCH BLOWER. PUNCH MULCH
INTO SOIL SURFACE WITH TRACK MACHINE APPROXIMATELY 2" TO 3"
TO ANCHOR SECURELY INTO SOIL.
ANY EXISTING OR PROPOSED STORM WATER DRAINAGE STRUCTURES
W141CH MAY BE SUBJECT TO SEDIMENTATION, INCLUDING CATCH
BASINS/GRATES, INLET/OUTLET STRUCTURES AND OUTFALL AREAS
SHALL BE PROTECTED THROUGHOUT THE ENTIRE CONSTRUCTION
PERIOD. THE CONTRACTOR SHALL ENSURE THAT ANY DAMAGE,
SEDIMENTATION OR OTHER CONSTRUCTION RELATED DEBRIS SHALL
BE REMOVED, CLEANED AND/OR REPAIRED FOR ALL COMPONENTS
OF ANY STORM DRAIN OR OTHER PROPERTIES AFFECTED BY THIS
PROJECT.
ALL HAYBALES SHALL BE TOED INTO EXISTING SUBSTRATE SOILS
AND STABILIZED WITH STURDY STAKES (TWO PER BALE).
ALL TEMPORARY SOIL STOCKPILE AREAS SHALL BE PROTECTED
WITH A ROW OF HAY BALES OR SEDIMENT FENCE AROUND THE TOE
AND A SPREAD HAY MULCH AND WOVEN NETTING (OR EXCELSIOR
EROSION CONTROL MATTING) WHEN LEFT EXPOSED FOR LONG
PERIODS OF TIME.
UPON PROJECT COMPLETION, ALL DISTURBED AREAS OTHER THAN
THOSE SPECIFIED ON THE SITE PLANS, SHALL BE TREATED WITH
AN APPROPRIATE SEED MIX TO ENSURE PERMANENT STABILIZATION.
ALL TEMPORARY SESC CONTROLS SHALL BE MAINTAINED UNTIL EX—
POSED SOILS ARE SATISFACTORILY STABILIZED.
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AREA 011- PROPOSMF� IREGRAD] NG
'-�+ rig - .. _ w
PROPOSED RELOCATION OF DRA N'A � C' ,,"� F-LQN
AND OUTFALL FOR DEN ATE I NG . FR FVIO11J55L,y
APPROVED BY NETLANDS COMM !SDN ....JLC! Y
(DRANING NOT To SCALE)
IL EROSION t &DIN __NT NARRATIVE
THE FOLLOWING IS THE ANTICIPATED CONSTRUCTION SEQUENCE:
A,) 1/03 : SECURE ALL NECESSARY PERMITS FOR DEMOLITION AND
CONSTRUCTION. NOTIFY "CALL BEFORE YOU DIG" AT 1-800—q22-4455,
B.) 1/03-2/03: INSTALL SEDIMENT FENCES ALONG LIMITS OF
DISTURBANCE, NOTIFY UTILITY COMPANIES TO SHUTOFF EXISTING
UTILITY SERVICES TO THE SITE; COMMENCE SITE CLEARING; STRIP
TOPSOIL AND STOCKPILE. ROUGH GRADE SITE.
C.) 2/03-3/03 : PERFORM EXCAVATION, FILL AND GRADE TO
PREPARE BUILDING PAD. INSTALL ALL UTILITIES, SEPTIC SYSTEM 4
WELL. BRING UTILITY SERVICES TO BUILDING PAD LOCATION.
EXCAVATE t INSTALL FOUNDATION.
D.) 3/03-4/03: CONSTRUCT BUILDING. CONNECT
ALL. UTILITY SERVICES,
E.) 4/03-5/04: INSTALL TOPSOIL, SEED AND PLANTINGS® INSTALL
B11'. PAVED SURFACES. CLEAN t REPAIR ALL SESC MEASURES
UNTIL FINAL STABILIZATION. OF DEMOLITION AND OTHER SITE
OPERATIONS.
F.) 1/05: PUNCHLIST ITEMS. APPLY FOR C.O.
T141-- CONTRACTOR SHALL PROVIDE ADEQUATE FACILITIES AND
EQUIPMENT FDR DUST CONTROL DURING DEMOLITION PHASES
THROUGH CONSTRUCTION PHASES. DUST CONTROL SHALL BE A
PRIMARY CONCERN AND SHALL BE ABATED WITH ADEQUATE WATER
TRUCKS AND CONTINUOUS WATER SPRAYING OF DEMOLITION AND
OTHER SITE OPERATIONS
NOTES:
BOUNDARY INFORMATION TAKEN FROM PLAN TITLED "PROPERTY
MAP LAND NOW OR FORMERLY KNOWN OF ROGER J. VIENS AND
BIRGIT M. VIENS FELLOWS ROAD MONTVILLE CONNECTICUT NOV. 301
198q SCALE 0=100' SHEET PM—I REVISED UP TO 10-25—q0"
PREPARED BY DeCARLO t DOLL INC.
ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM
(NGVD)
LIMIT OF INLAND WETLANDS WERE FLAGGED BY MICHEAL SCHAEFER
OF ENVIRO—TECH CONSULTANTS AND FIELD LOCATED BY FIELD
SURVEY. OTHER TYPES WERE TAKEN FROM THE SCS SOIL SURVEY
OF NEW LONDON COUNTY
THE SITE IS LOCATED IN A R-120 ZONE
SITE 15 NOT LOCATED IN A COASTAL AREA MANAGEMENT ZONE
SITE IS LOCATED IN ZONES A AND C AS SHOWN ON THE FLOOD
INSURANCE RATE MAP FOR THE TOWN OF MONTVILLE PANEL 5 OF 16
COMMUNITY PANEL #OgOOq 005 B EFFECTIVE DATE JULY 21 Ig
THIS PROPOSAL INVOLVES THE COMPLETION AND EXPANSION OF A
PREVIOUSLY APPROVED EXCAVATION INVOLVING THE REMOVAL OF
g71600± CUBIC YARDS OF GRAVEL WHICH WILL ENLARGE THE
EXISTING POND, A550CIATED REGRADING AND CONSTRUCTION OF A
ACCESS ROAD ALONG THE TOP OF SLOPE OF THE POND THE
PROPOSED AREA TO BE EXCAVATED 15 BASICALLY THE SAME AREA
THAT WAS PREVIOUSLY APPROVED BY THE ZONING AND PLANNING
COMMISSION. THAT PERMIT EXPIRED.
PROPOSED POND ENLARGEMENT AREA IS 1.0± ACRES. PROPOSED
WETLANDS DISTURBANCE 15 20.270± SF.
THE AREA ADJACENT TO THE EXISTING POND EAST OF THE
EXISTING GRAVEL SHALL BE REGRADED TO A 2:1 MAXIMUM SLOPE.
LOANED AND SEEDED WITH GRASS.
NO FINISH BANK OF THIS EXCAVATION SHALL EXCEED A SLOPE OF
ONE FOOT (11) OF VERTICAL RISE IN TW0 FEET (21) OF HORIZONTAL
DISTANCE,
NO EQUIPMENT USED FOR THE PROCESSING OF EXCAVATED
MATERIAL SUCH AS GRADER SHALL BE LOCATED CLOSER THAN 1000
FEET TO ANY STRUCTURE USED FOR RESIDENTIAL PURPOSES THE
CRUSHING OF EARTH PRODUCTS 15 PROHIBITED SCREENING MAY BE
ACCOMPLISHED WHEN THE FOLLOWING CONDITIONS ARE MET:
A. THE PROCESSING (SCREENING EQUIPMENT) SHALL HAVE
NO CONVEYOR BELTS. ENSURING THAT THE MATERIAL
SHALL BE PROCESSED BY THROUGH THE MACHINERY BY
GRAVITY.
B. NOT -MORE THAN 5 CUBIC YARDS MAY BE SCREENED AT
ONE TIME
C. THE ENGINE SHALL NOT BE LARGER THAN 35 HP
D. THE PROCESSING (SCREENING) EQUIPMENT SHALL BE
PORTABLE AND SELF—CONTAINED
E. THE PROCESSING (SCREENING) ACTIVITY SHALL NOT
GENERATE, CAUSE OR ALLOW CONTINUOUS NOISE
MEASUREMENTS AS PER SECTION 17.8.3.A,5 OF THE TOWN
OF MONTVILLE ZONING REGULATIONS
F. THE PROCESSING (SCREENING) ACTIVITY SHALL TAKE
PLACE ONLY BETWEEN 7 A.M. AND 6 P.M. NO PROCESSING
SHALL BF PERMITTED ON SUNDAYS OR HOLIDAYS
G. ONLY MATERIAL EXCAVATED AND UNEARTHED AT A SITE IN
ACCORDANCE WITH A VALID EXCAVATION PERMIT
SHALL BE PERMITTED TO BE PROCESSED (SCREENED)ON
SAID 51TE
EXCAVATION SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF
P.M. AND 7 A.M. EXCEPT FOR MUNICIPAL PURPOSES EXCLUSIVE OF
SUNDAYS AND HOLIDAY5 (HOLIDAYS BEING NEW YEARS DAY
MEMORIAL DAY INDEPENDENCE DAY LABOR DAY THANKSGIVING AND
CHRISTMAS DAY.
BEFORE A SPECIAL PERMIT FOR AN EXCAVATION 15 ISSUED. THE
APPLICANT SHALL POST A BOND IN ACCORDANCE WITH SECTION
18.5,10 OF THE TOWN OF MONTVILLE ZONING REGULATIONS IN AN
AMOUNT APPROVED BY THE COMMISSION OF AS SUFFICIENT TO
GUARANTEE CONFORMITY WITH THE APPLICABLE PROVISIONS OF
THESE REGULATIONS.
ANY ACCESS ROAD WITHIN THE AREA OF OPERATIONS SHALL HAVE
A DUSTLESS SURFACE WHICH 15 MAINTAINED AT ALL TIMES.
PROVISIONS SHALL ALSO BE MADE TO PREVENT DUST FROM
BLOWING INTO NEIGHBORING PROPERTIES FROM EXCAVATION
OPERATIONS
OWNER OF RECORD AND APPLICANT ROGER VIENS, 255 LEFFINGWEL.
ROAD UNCASVILLE CT 06382
AREA OF EASTERN LOT IS 5,251 ACRES (228,733±SF), AREA OF
WESTERN LOT 15 12.7± ACRIES (5531212±SF)
MAJOR LAND USE OF ABUTTING PROPERTIES TO THE WEST, SOUTH
AND EAST ARE SINGLE FAMILY, TWO FAMILY AND MULTI FAMILY
RESIDENTIAL. SCHOFIELD POND ABUTS THIS SITE TO THE
NORTHEAST. VACANT LAND OWNED BY THE TOWN OF MONTVILLE
ABUTS THIS PROPERTY TO THE NORTHWEST
REFERANCE SITE PLAN DATED JUNE Iggl BY TOTAL TECHNOLOGY
INC. ( ATTACHED)
WAIVER OF SECTION 18.2.4 OF THE TOWN OF I-IONT`ALLE ZONING REGULATIONS
(A-2 SURVEY) GRANTED BY THE TOWN OF MONTVILLE PLANNING AND ZONING
COMMISSION
CHAIRrAN/SECRETARY
DATE
SOIL EROSION AND SEDIMENT CONTROL PLAN CERTIFIED BY THE MONTVILLE
PLANNING AND ZONING COMMISSION
CH>y iRI 'AIWSECRETARY
DATE
SPECIAL PERMIT GRANTED BY THE MONTVILLE PL,1oNNING AND ZONING COMMISSION
CHAIRMAN/SECRETARY
DATE
The Winthrop Grou]
ARCHITECTS 'I ENGINEERS INTERIOR DESIGNEF
2 Chapman Lane, Ste C 4 Court St, Ste 16
Gales Ferry, CT 06335 Taunton, MA 0272
Voice (860) 464-1143 Voice(508)82464,
Fox (860) 464-1202 Fax (508-- 824-612
Contractor shall verify all dimensions and
relations to other work before fabrication
and/`or installation.
All notes on this drawing are typical and
apply equally to all comparable condition:
Drawings are not to be scaled. Written
dimensions shall tape preced,-?ce.
l hese drawings are the property of The
Winthrop Group and have been specificall^
prepared for the owner of this project a�
this site, and are not to be duplicated c
used in part or whole for any other
purpose, project location or owner withou
the express written consent of The Winth
Group.
Markl Date Description
ISSUE
MODIFIED OF
SITE PLAN
PROPOSED
GRAVEL
EXCAVATION
Date: 12-11-02
Drawn by: JRH
Checked by: ELG
Project no.:
CAD fil e no.: NAMF_nw�
SHEET OF
INDUSTRIAL NETTING, SNOW FENCE
2"x 2"x 48" WOOD POLE OR WOVEN WIRE FENCE FOR SUPPORT
7 ON CENTER MAXIMUM
FILTER FABRIC
T_ BACKFILL
10 FLOW
NATIVE SOI L'
S"Effum"IMENT FENkA0*;'E
CONNECTICUT D.O.T.
STANDARD RIP,RAP
(30- THICK MIN.)
1' MIN,
le,
%
a- CIO V�do 0-<.P C, ogs000c,
a®o C. � 45
3 IV 3
6
6m BEDDING ON
FILTER FABRIC
RIP RAP CH AANNEL
PROPOSED IGRADE OF GRAVEL ACCESS DRIVE
G R AV E
Lam_ -_Al_
12
2.5' MIN.
tach Vow 4
Q I*CT
0,C
104 o %4 toor
0,00
-4p 0 cop 96
Itro 7b 4w t•
0 0 9, w. 0 V'# 0 6 040 lwv�, %, 00,0 oey-c 0 0
\D;Wor a® vo .9"0" # , 060 12" MIN. 0
0 �Pe p D 4 11000111 6 1
op
/O
10 & 0 �6 CIO 0 0 0'Zolpo 00 a -
0 .101.0 01,00 fig
CRUSHED
ST( NE—J *NOTE: EXCAVATE EXISTING MATERIAL DOWN
TO STABLE BASE, TO BE VERIFIED BY ENGINEER
"ULVERT 0N
DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT
01 SCALE EXACTLY. ALL DIMENSIONS SHOWN OVERRULE SCALING. IF
, I
TliERE ARE ANY DISCREPANCIES, CONTACT ENGINEER.
9
A
TH PROPOSt,,I- INVOLVES THE EXCAVATION OF 24,000-+ CUBIC, YARDS OF GRAVEL WH
WILL CE A 6.0+ ACRE POND TO 7,0+ ACRES, ASSOCIATED REGRADINe AND
CONSTRUCT OF AN ACCESS ROAD ALONG THE TOP OF SLOPE OF THE >k<. THE
GRAVEL WILL B. EMOVED FROM THIS SITE EXCEPT FOR THAT WHICH WIJBE USED FOR
THE ACCESS ROAD NSTRUCTION AND REGRADING. THE ACCESS R-OA13 IS TO BE USED
DURING THE EXCAVA ON/REGRADING OPERATIONS AND WIL EVENTUALLY BE THE
S
DRIVEWAY TO ACCESS A F RE HOUSE ON THE NORTHWES IDE OF THE POND. THE
TOTALING
SITE CONSISTS OF 2 PROPER] OWNED BY THE APP ANT TOTALING APPROXIMATELY
'5�
28 ACRES. 711E TOTAL AREA OF URBANCE IS -+ ACRES.
THE EXCAVATION OPERATIONS P BEGIN UPON RECEIPT OF ALL
NECESSARY APPROVALS (OCTOBER 199 AND A EXPECTED TO BE COMPLETED WITHIN 3
YEARS OR APPROXIMATELY OCTOB5E7�,T_4,
)WILL
ROGER VIENS (848-7 BE RESPONSIBLE R ALL INSTALLATION AND
MAINTENANCE OF ALL , OSION CONTROL MEASURES. •
RESPONSIBLE
R AL IN STA L T 1 0 N
POS ED LIMIT
T C
L <
SEDIMENT F E WILL BE INSTALLED AND MAINTAINED AT THE POSED LIMIT OF
H
DISTURB E IN THE AREA OF THE PRO -POSED ACCESS DRIVE AND N THE EDGE OF
T i
THE ND IN THE PROPOSED REGRADING AREAS. SEDIMEN FENCE WILL B NSTALLED
I� AROUND ALL TOPSOIL STOCKPILES ALSO.
MAINTAINED
NIF CONSTRUCTION SEQUENCE
CID CocGESHALL
WARREN R. SECURE ALL NECESSARY PERMITS.
2. IN LL SEDIMENT FENCE/STAKED RAY BALES ALONG THE PROPOSED CLEARING LIMIT ,kt
I SHOWN.
3. BEGIN GRAVE CAVATION IN POND AREA. THIS OPERATION WILL CONTI THROUGHOUT
—PROPOSED CLEARING LIMIT THE PROJECT.
lb
IV
lb
(TI CLEAR PROPOSED RAVE CCESS DRIVE AREA AND PROPOSED P EXCAVATION AREA OF
ACK LINE BUIL61NG SETB ALL VEGETATION. STRIP D GRUB AREAS- STOCKPILE T OIL IN LOCATION SHOWN
TION.
FOR REUSE AFTER COMPLETION INSTALL SEDIMENT F DOWNHILL OF STOCKPILE TO
MINIMIZE SEDIMENTATION. WOO SHALL BE CUT , D REMOVED FROM SITE BY THE
N, If 0_lt_ APPLICANT, BRUSH SHALL BE T PS WILL BE BURIED IN THE AREA
OF PROPOSED REGRADING ON T OF THE POND. INSTALL DRAINAGE
BENCHMARK 312-- CULVERTS, RIP RAP APRON AND RIP V HANNEL. REGRADE INLET AS NECESSARY,
INSTALL GRAVEL FOR ACCESS DRIVE
k iW�0�
-44 (NGVD)
�p�,E IN 1 9" OAK
ELEV 336 f 5 INSTALL SEDIMENT FENCE AD�JA TO POND IN AREA OF PROPOSED REGRADING. CLEAN
C
C
AREA OF VEGETATION. DE I T GRAVEL AND STUMPS AREA AND/OR REGRADE AS
REQUIRED.
-Oro,
ALL DISTURBED AS OTHER THAN THE GRAVEL ACCESS W�A SS ROAD D POND SHALL BE
LOAMED AND SEEDED WITH GRASS UPON COMPLETION HE RESPECTIVE
I I J; ' f! ( / AREA
ALL SLOPES HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION
OSION NTROL
F"T A
AFT
I L EROz-310N AND SEDIMENT ClONTROL NOTES
DISTUR3A.NCE OF SOIL SURFACES IS REGULATED BY STATE LAW. ALI, WORK SHA
INIMIZI, SOIL EROSION.
COMPLY WITH THE APPROVED "SITE PLAN" TO PREVENT OR M T
kRSA P""C'�Y' RE_-'IRADTNG
2. HE INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEVICES IS, THE
SPONSIBILITY OF THE LAND OWNER, APPLICANT AND THE EXCAVATION CONT TOR.
T iTN OFFICIALS ARE TO CONTACT MR. ROGER VIENS AT ('2,031 848 -871 TO ErORT
cr) J
CONDITIONS OR OPERATIONS OF' THE SESC MEASURES 0 THE
SIT A PRECONSTRUCTION CONFERENCE WITH TOWN OF MONTVILLE AFF IS
REQU �:D, PRIOR TO CO,"-ENCEMENT OF ANY SITE WORK OR DISTURBANCE.
3. THE AP 'ICAliT SHALL USE THE 'CONNECTICUT GUIDELINES FOR SOIL AND
SEDIMENT\ CONTROL- REVISED TO 1988, AS AMENDED, AS A GUIDE INOkONSTRUCTING
THE EROSI� AND SEDIMENT CONTROLS INDICATED ON THESE PLANS.
POND 810.2SHE GUIDELINES
0 MAY OBTAI D FROM THE CONNECTICUT COUNCIL ON SOIL AND WATER;``CONSERVATION,
PROPOSED SEDIMENT FEN(,` STATE OF'-'-TCX BUILDING,
HARTFORD, CT 06106,
4, THE APPLICAN SHALL INFORM ALL
4 MAJOR
CONSTRUCTION SITE WORKER � ABOUT THE OR
Fr" PROVISIONS OF THE SITE AND REQUIRE THEIR COOPERATION' IN AVOIDING THE
11
DlSTURlJQ,:E OF ESE CONTROL MEASURES. 7'
5. THE AP�'LICANT SH�ALL SCHEDULE ALL OPERATIONS TO LIMIT41� DISTURBAN(lE TO THE
SMALLE,. - PRACTICAL""AREA FOR THE SHORTEST POSSIBLE TIME-�
A
6• THE A. liPlICANT is XESPONSIBLE FOR THE TIMELY R�
TALLATION, INSPECTION,
REPAIR CR REPLACEMVNT OF EROSION CONTROL DE -VICES TO ENSURE PROPER
OPERATION.
7. THE APPLICANT SHALL INS AND REPAIR EROSION &ND SEDIMENT CONTROL DEVICES
\\ \\ \�` �, \ \\ 1 \ �\ \\ AT THE EN) OF EACH WORKIA DAY AND AFTER EACH S'bRm.
N
THE APPLICANT SHALL NOiFY THE ENGINEER OF UNSATISFACTORY EROSION
ONTROLLED &Y THE SITE PLAN AND SHALL INSTALL ADDITIONAL
CONDITIONS NOT C
MEASURES AS DIRECTED.
N
9. FIELD CHANGES TO THE SITE PLAN HALL BE MADE ONLY WITH THE WRITTEN APPROVAL
N OF THE R'iGINEER AFTER REFER MftCledMlmmQF THE TOWN OF MONTVILLE INLAND
WETLANDS ENFORCEMENT OFFICE
ff
10. ACCUMULATED SEDIMENT REMOVED FROM 0 SION CONTROL DEVICES IS TO BE SPREAD
60' REAR
f i \ \ \ �\ \ \ \�� \\ AND STABILIZED IN LEVEL, EROSION XISTANT LOCATIONS AND NOT IN REGULATED
W (POND, ETC.)
E T L -4-N D �,R EA S
SEEDING: BETWEEN APRIL I TO JUNE 15, WD AUGUST 15 TO SEPTEMBER 15, ALL
"I
DISTURBED AREAS SHALL BE IMMEDIATE
f 1 \ � �� ` \� ��- �'� •,� STABILIZATION OF SLOPES. ATEV GRADED AND SEEDED TO PROMOTE
SEEDING SHALL BE DONE IN ACCORDANCE WITH THE
FOLLOWING SEEDING AND SLOPE STABILIZATION NjRECTIVES:
................... ....................... A. FINE RADE SEED BED TOGETHER WITH LIMESTOIN AT A RATE OF 90 LBS.
I PER 1000
SF AND 10-10-10 FERTILIZER AT A RATE OF 7N LBS. 'SF. LIME AND
FERTILIZER ARE TO *11 PER 1000
BE APPLIED ONLY ONCE,
t
� It �\ \ �\�` 1`�1� �`�\ �``e �� ��` `�_—� — ^— _---_,____--_�` = � '�`` _,
B. APPLY THE FOLLOWING SEED MIXTURE: KENTUCKY{� \ ��\ `'� - ` `\ \ ^ — -- — - 3'`� PERENNIAL BVE GRASS AT 45%; CREEPING
RED FESCUE AT 45% AND, -RENNIAL RYEGRAS
S AT lo%%
SEF ING, MULCH THE AREA WITH HA OR STRAW AT A
C . IMJME�TATELY UPON RATE OF
2
/ :'.,LES PER 100(_�' SF_
�81,9.,
------ D . IF SEKI-�TNC;
-------- ,Al';NOTj'BE DONE WITHIN THE SPECIFIED
U b 3,eo SEE NG DATES, SEED WITH
T%. ANNUAL CVEGRASS ,AT A RATE OF I LB/1000 SF AS A TEMP Y MEASURE (LATER
3_��e RESEED -NG REQUIRED) OR SEED AS SPECIFIED AND PROVI E MULCHING AND/OR
PERIOD-: _7 WATFP NG FOR SUMMER MONTHS.
3 -?4
3R6
12, MULCHING IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEED SURFACE WITH
Q,
MULCH
BENCHMARK p 3,e8— — STRAW OR q.AY,,AT A RATE OF 70 LB/1000 SF. SPREAD M BA RAND OR MULCH
380� BLOWER- ?U�CH MULCH INTO SOIL SURFACE WITH TRACK MACHINE \ APPROXIMATELY
2"- 3" TO ANMOR.
TOP OF HUB
3
ELEV 334.58 (ATC VD)
13. IN THE Ev'ENT 'THAT
EROSION AND SEDIMENT CONTROL MEASURES ARE NOT INSTALLED
MA7
NOR I4ATNED IN ACCORDANCE WITH THE PLAN TITLED -SITE PLAN -',
I PROPOSED
GRAVEL �'�:,KCAVATION, PREPARED FOR ROGER VIENS, FELLOWS ROAD, MYNTVILLE,
N CONNECTICUT" DATED JUNE 1991, THEN THE APPLICANT SHALL BE REQU4RED TO
IMMEDVATELY CEASE AND DESIST ALL CONSTRUCTION UNTIL SUCH TIME IkS SAID
'77-1, T
ERos;6N AND SEDIMENT CONTROL MEASURES ARE INSTALLED AND/OR REPAIRkD AND
WRITTEN '�RTIFICATION TO CONTINUE CONSTRUCTION IS GRANTED BY THE D
Llm,[T OF LNrLlAAr WE 'DS CFFICER,
_D wZTLA
VDS
14, THE PROPERTY OW'NER, PRESENTLY ROGER VIENS,
SHALL BE RESPONSIBLE FOR E
J4AIN`TF_NA_N,_E OF THE PERMANENT EROSION CONTROL MEASURES WE
J TED EN THIS PROJECT
\
COMPLE:
S AN MH SAN
TF 137.51
lAq' '-)'26.28 36
WAI*.--r "i '�KCT:3,N 18 2 4 OF THE TOWN OF MONT'VILI-E ZONING REGUII�ITIONS
20' WJDE SAVITARY EASEYE1,7T N (A..- S_Y�--�') CR -A -';TF" 5, THE 4ONT%TILLF PLANNING AND ZONING COMMISSION
CHA: R_'tA_N,, S ECRETA.RY DAT F
\MIT
SOIL F_R_ A -S'_ SEDIMENT :ONTROL PLAN CERTIFIED BY THEOlT LE
'I N
AND Z._,N:S; CD"': S S 10 N
CHA: S E. --RET, ARY DATE
4C 20
GRAPHIC S, -'ALE IINT l.T7
(CHECK B-IFORV '_'-'_?.G
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'A
H lll-�` VI 4, P 1 !.-34 (,-;�C) A P 11. "r"l—C") F R 0 M, 0', T H R -M PS, DEEru% DIMENSIONZ)
r"T TO BE CO'rN0T7N"U'ED
AND OTH.P.-7 Rit S 0 i R CEEB (_)F INP 01 NU
AS AN A�4(.%OUROI_A�,�_E SIURVEY AND
ui_�%j.�_CT TO FINAL 'UNA
�_e _�.o U, L 0 V -ANIJ DIS"'O"Lo"E.
MORE Ar^, P?JCTE SUR"OEY 1A
OC 1989 TOTAL TECHNOLOGY INC,
These drawings are the property
of the Engineer and have been
specWlcatl,y prepared for -the owner
of this project, at this site, and
a -re not to be dupticated or used
R) part or whote for any other
purpose, project, location or owner
without the express written consent
of' the Engin"r.
OF
JOB NO, 9 1 3- 10
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ZONING DATA TABLE
_ R-120 ZONE
328
PROPOSED CONTOUR
REQUIRED
MINIMUM
LOT AREA
120,000
SF
MINIMUM
LOT FRONTAGE
200
FT
MINIMUM
FRONT YARD
60
FT
MINIMUM
SIDE YARD
25
FT
MINIMUM
REAR YARD
60
FT
MAXIMUM
HEIGHT
35
FT
IN
-
-_ SAN—
a �-SAN
TF 332.7 SAN MH,
INV 324.4? TF 330.09
- - - INV 323.44 - -
- w
c.a
0
SCHOLFIELD N
RAYMOND
R-40
4
R-120
' -ELE
PD
C
-20
SCAB_: - _ 00' GRAPHIC SCALE IN FEET
� SES
ll �iFOR-KATION TAKEN FROM PLAN TITLED ^PROPERTY MAP IAND NOW OR FORMERLY
OF RD' ER VIF*7S AND BIRGIT M. VIENS FELLOWS ROAD MONTVILL.E CO! lFCTICUT NyV
3C, :4Ev SCALE i"-100' SHEET PM -1 REVISED UP TO 10-25-90" PREPARED BY DeCARLO
3�0 DOLJ-. INC.
ELEVAT NS BASED ON NATIONAL GEODETIC VERTICAL DATUM (NCVD) .
��MIT 0 INLAND WETLANDS WERE FIA.GGED BY MICHAEL SCHAEFER OF ENV 0 -TECH
°CONSULTANT AND FIELD 1,0CATED BY FIELD SURVEY. OTHER SOIL TYPES WERE T EN FROM
THE SGS SOI SURVEY OF NEW LONDON COUNTY.
-. SITE LS IOCAT IN A R-IL20 ZONE.
SITE IS NOT ED INA COASTAL AREA MANAGEMENT (CAM) ZONE.
c. SITE IS LOCATED ZONES A AND C AS SHOWN ON THE FLOOD INSU E RATE MAP FOR
THE TOw?, OF MONTV PANEL 5 OF 16 COMMUNITY PANEL x:090099 0005 B EFFECTIVE
DATE JULY 2, 1980.
THIS PROPOSAL INVOL S THE COMPLETION OF A PREVIOUSLY APPROVED EXCAVATION
IN,'O_VINC THE REMOVALF 24,000+ CUBIC YARDS OF GRAVEL CH WILL ENLARGE THE
EXISTING POND, ASSOCIAT REGRADING AND CONSTRUCTION OF `ACCESS ROAD ALONG THE
TOP iF SLOPE OF THE PON THE PROPOSED AREA TO BE £XCIVATED IS BASICALLY THE
SA.wF AREA THAT VAS PR£VI SLY APPROVED BY THE ZONING ND PLANNING COMMISSION.
TKAT PERMIT EXPIRED THIS Y
r
PROPOSED POND ENiARCFKENT AR IS 1.0+ ACRES. PROP ED WETLANDS DISTURBANCE -tS
20,270+ SF
TH£" AREA ADJACENT TO TliE EXISTI G POND EAST OF E EXISTING GRAVEL DRIVE SHALL
BE REGRADED TO A 2:1 MAiIMUM SLOP LOAMED AND SF DED WITH GRASS,
G NO FINISHED BANK OF THIS EXCAVATI SHALL FJEED A SLOPE OF ONE FOOT (1') OF
VERTICAI. RISE IN ir0 FEET {2'} 0 H ZO 5T GE.
NO EQUIPMENT L'S ED FOR THE PROC OW
NG ` F CAVA MATERIAL SUCH AS A GRADER,
SHALL BE LOCATED CLOSER THAN 1000 FEE 0 ANY STRUCTURE USED FOR RESIDENTIAL
PURPOSES, THE CRUSHING OF EARTL{ PROD TS IS PROHIBITED, SCREENING MAY BE
ACCOMPLISHED WHEN THE FOLLOWING CONDITIO S E MET:
THE PROCESSING (SCREENING EQtJIPM) SHA HAVE NO CONVEYOR BELTS, ENSURING
THAT THE �'.;EkIA SHABE PRC)(7F$S D TiROUG THE MACHINERY BY GRAVITY.
ti :: M: R.P YAti 5 CUBIC. YARDS FAY SCREENED r ONE TIME
niF- ENGINE S'r:ALI- NOT BE LARGER YliAN 35 HP,
C THE PROCESSING (SCREENING) F_QUJfPMFNT SHALL BE ORTABLE AND SELF-CONTAINED.
THE PROCESSING (SCREENING).-CTIV.ITY SHALL N T GENERATE, CAUSE, OR ALLOW
CONTIN-UOUS NOISE MEASUR£M S AS PER SECTION 17.8.3.A.5 OF THE TOWN OF
4ONTV1ItF ZONING REGULATION
F. THE PROCESSING (S(;RFJFNING)`ACTZVIT7 SHALL TAKE P CE ONLY BETWEEN 7 A.M. AND
b P.H. NO PROCESSING SHA BE PERMITTED ON SUNDAYS HOLIDAYS.
C, ONLY MATERIAL EXCAVATED, AND UNEARTHED AT A SITE I ACCORDANCE WITH A VALID
EXCAVATION PERMIT SHA BE PERMITTED TO BE PROCESSED CREENED) ON SAID SITE.
1�' EXCAVATIONS SliALL NOT B CONDUCTED BF;TWE-FN. TFE HOURS OF 6 M. AND 1 A.M. EXCEPT
i FOR MUNICIPAL PURPOSES EXCLUSIVE OF SUNDAYS AND HOLIDAYS. (HOLIDAYS BEINC NEW
i \
YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, iANKSGIVING DAY AND
FEASIBLE
CHR' ST"4AS DAY) _
i` IB BEFORE A, SPECIAL P II` FOR AN L''YCA`,%'.ICN lS ISSUED, THE APPI-' SRALI. POST. A
STOCKPILE BON:; IN ACCORD CE WITI: SFCTI.": 13.5.10 OF THE TOWN OF NTVILLE ZO'N'ING
LOCATION
�R REGULATIONS IN AMOU:RT APPROVED' D' 1,Y THE C:)MMI SSI014 AS SUFFIC 'F 'T TO GUARANTEE
.f._O j J� CONFORMITY WITH HE APPIAC.i9LE PIC')'iISIONS C'F 1HESE REGULATIONS
m
/j AN'i ACCESS R AD V1'11II;( THE ARLA. OF OPE(A7ION:I SHALL HAVF. A DUST SS SURF'AC Y
V'HICH 1S MAI TA:NED AT. ALL TIMES. ITOVISION3 SlIALL ALSO BE MADE TO P EVEN!' ')U�T
INTO NEIGH' -LUNG 1'P.'l-I't!:TIES FROti EXCAVATION OPERATIONS_
L»tiEF: C'F' E.`RD AND APPLICPNT: ROGER VIENS, 255 I.EFFINGWEL_ ROAD UNC SV'1'1— ,
f CT
AR FA FASTER:: LOI IS 5.251 ACRES (2:'8,733+ SJ'). AREA OF WESTERN LOT IS `.7±
ACKES/'553,212+ SF),
KAU R LAND USES CF A.Bj1I`ING PROPERTIES TO THE WEST, SOUTH AND EAST ARE SING
F ILY. TWO FAMILY AND MULTI -FAMILY RESIDENTIAL. SCHOLFIELD POND ABUTS THIS SIT
TIHE NORTHEAST. VACAIIT LAND OWNED BY THE TOWN OF MONTVILLE ABUTS THIS PROPERTY
BENCHMARK
TOP OF IRON PIN
LEGEND AND ABBREVIATIONS
V/F
LTL ENT F_ .I S ES _ I MI T ED P__ �7'11T `RS . '
-- - - 328- --
CONTOUR
328
PROPOSED CONTOUR
+ 330.0
PROPOSED SPOT GRADE
—
BUILDING SETBACK LINE
CMP
CORRUGATED METAL PIPE
.0"
DIAMETER
EI,E :'
ELEVATION
HDPE
HEAVY DUTY POLYETHELENE
INV
INVERT
II'
1IRON PIPE/IRON PIN
LBS
POUNDS
M}f
MANHOLE
MIN
MINIMUM
_®._,---- N/F NOW OR FORMERLY
Sys N --+ -
- PVC POLYVINYL CHLORIDE PIPE
- TF 331 36 S SLOPE
20' jYfl;i_E _5 A_NVITARY EASE-MEIVT // �� I:STV _ 320 $1
SAN SANITARY
SF SQUARE FEET
} TF TOP OF FRAME
-l'-HIS AP 'IS (N� !Pll Fl` O Off" E PaDEE D DIM"ENSIOWS"
A HER H 'WE� 1 �" 1z�
�$ c
DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT ¢ R U � � ANDSUBJECTI
A ASE.,. SI.J
g` SCALE EXACTLY. ALL DIMENSIONS S�iOWN OVERRULE SCALING. II ® GRAPHIC SCFEET
jL THERE ARE ANY DISCREPANCIES, CONTACT ENGINEER. �f�E � �= ��� � � e (CHECK BEFORE USING)
-I�ICFAit Off F��R!TT A (�(1
VAIVER OF SECTION 18 _ - -)F THE TOWN OF MONTVILLE Z,:. -(' R£C:ATI�),N�
A-2 SURVEY) GAA.NTEC ^. THE MONTVILLE PLANNING AN--, CO"SSICN
CHAIRMAN/S =RFTARY`A - r. —
TYP TYPICAL
SOIL EROSION AND SEDIMENT CONTROL PLAN CERTIFIED BY THE MONTVILLE PLANNING
AND ZONING COM"iISSION
CRA IR.MAN/SECRETARY DATE
SPECIAL, PFRMIT GRANTED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN/SECRETARY DATE
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O 1989 TDTAL TECHNOLOGY INC
These drawings are the property
QF the Engineer and hale been
spec,'Wlc:CMy prepares! For Cher owner
of this project, c -t this site, o.nd
are not to be dupttcated or used
to part or whole For any other
purpose, project, (ocation or owner
without the express written consent
off' the Engineer,
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O 1989 TDTAL TECHNOLOGY INC
These drawings are the property
QF the Engineer and hale been
spec,'Wlc:CMy prepares! For Cher owner
of this project, c -t this site, o.nd
are not to be dupttcated or used
to part or whole For any other
purpose, project, (ocation or owner
without the express written consent
off' the Engineer,
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