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CoGG E
SAN MH �}
TF 332.73
INV 324.47
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DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT
o SCALE EXACTLY. ALL DIMENSIONS SHOWN OVERRULE SCALING. IF
THERE ARE ANY DISCREPANCIES, CONTACT EitiGINEER.
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INY 309 25� � I
SAN MH \
TF 330.09
INV 323.44
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40 40 120
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GRAPHIC SCALF"
(CHECK BEFORE USG)
POND ELEV 308.6
RAYMOND H L,
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R-120
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SCHOLFIELD
POND �+
LOCA110","'
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'SCALE: 1'=2000'
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GRAPHIC SCALE IN FEET
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BOUNDARY -INFOR.*IATION TAKEN FROM PLAN TITLED "PROPERTY MAP LAND NOW OR
20
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FORMERLY OF ROGER J. VIENS AND BIRGIT M. VIENS FELLOWS ROAD MONTVII.LE
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J O �T
CONNECTI:UT NOV. 30, 1989 SCALE 1"-100' SHEET PM -1 REVISED UP TO 10-2S-"0''
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PREPARED BY DeCARLO h DOLL, INC.
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2.
ELEVATIO'S BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD).
)IMENT FENCE -1
40 40 120
u _
GRAPHIC SCALF"
(CHECK BEFORE USG)
POND ELEV 308.6
RAYMOND H L,
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R-40
R-120
aopo
SCHOLFIELD
POND �+
LOCA110","'
,
'SCALE: 1'=2000'
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20
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GRAPHIC SCALE IN FEET
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1.
BOUNDARY -INFOR.*IATION TAKEN FROM PLAN TITLED "PROPERTY MAP LAND NOW OR
20
Q C)
FORMERLY OF ROGER J. VIENS AND BIRGIT M. VIENS FELLOWS ROAD MONTVII.LE
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J O �T
CONNECTI:UT NOV. 30, 1989 SCALE 1"-100' SHEET PM -1 REVISED UP TO 10-2S-"0''
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PREPARED BY DeCARLO h DOLL, INC.
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2.
ELEVATIO'S BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD).
3.
LIMIT 01 INLAND WETLANDS WERE FLAGGED BY MICHAEL SCHAEFER OF ENVIRO-TECH
CONSULTA'-TS AND FIELD LOCATED BY FIELD SURVEY.
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4.
SITE IS :.)CATED IN A R-120 ZONE.
S.
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SITE IS t'T LOCATED IN A COASTAL AREA MANAGEMENT (CAM) ZONE. _!
6.
SITE IS )GATED IN ZONES A AND C AS SHOWN ON THE FLOOD INSURANCE RATE MAP
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FOR. THE i W"N OF MONTVILLE PANEL 5 OF 16 COMMUNITY PANEL #090099 0005 B
EFFECTIV ,ti DAVE JULY 2, 1980.
7.
THIS PRC�OSAL INVOLVES THE COMPLETION OF A PREVIOUSLY APPROVED EXCAVATION
INVOLVIN(THE REMOVAL OF 24,000+ CUBIC YARDS OF GRAVEL WHICH WILL ENLARGE
THE EXIS- NC POND, ASSOCIATED REGRADING AND CONSTRUCTION OF A ACCESS ROAD
ALONG TH}?*TOP OF SLOPE OF THE POND. THE PROPOSED AREA TO BE EXCAVATED IS
BASICALL., THE SAME AREA T14AT WAS PREVIOUSLY APPROVED BY THE ZONING ANL
/---FEASIBLE
PLANNING CQM.MfISSION. THAT PERMIT EXPIRED THIS YEAR.
STOCKPILE
LOCATION
8.
PROPOSED POND ENLARGEMENT AREA IS 1.0+ ACRES. PROPOSED WETLANDS DISTURBANCE
IS 20, 27!-x- SF.
9.
THE AREA 'ADJACENT TO THE EXISTING POND EAST OF THE EXISTING GRAVEL DRIVE:
�4
SHALL BE DEGRADED TO A 2:1 MAXIMUM SLOPE, LOAMED AND SEEDED WITH GRASS.
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LEGEND AND ABBREVIATIONS
tJP % I~ ROA, PIN
t'LEI 327.67 (NGVD)
-- _ 328---- CON'T'OUR
328 PROPOSED CONTOUR
'F'
PARTNERST'`�' 330.0 PROPOSED SPOT GRADE
A ;. L EATT ,RT'RI,� L � ,T.TMITED
-- BUILDING SETBACK LINE
GMP CORRUGATED METAL PIPE
-6' D I . -V14 ET ER
E E, E%' ELEVATION
>..'.._:
E. HEAVY DUTY
HDPPOL`i'E:THEL,ENE
1
INV INVERT
41
IP IRON PIPE/IR(')N PIN
LBS POUNDS
All NtANHOLE
MIN MINIMUM
330
-- N,11 F NOW OR FORMERLY
�,/-
/
PVC POLYVINYL CHLORIDE PIPE
- _ - - -3 3 2 SAN MH
- -
-' - TF 331.36 S SLOPE
1W 320.81
____334 SAN SANITARY
SF SQUARE FEET
�-
TF TOP OF FRAME
"ITP TYPICAI.
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1989 TOTAL TECHNOLOGY INC.
These drawings are the property
of the Engineer and have been
spectf'icatty prepared for the owner
of this project, at this site, and
are not to be dupUcated or used
in part or whole f or any other
purpose, project, tocation or owner
without the express written consent
of the Engineer.
THIS MAP 1S C'MPILED FROM OTHER MAPS, DEED DIMENSIONS
OF
AND OTHER S URCES - INE ��� M�ATI , NOT T C . �� IJE.4,D 2
AS ACCUf TE SU EY SUS CT T I A CHANGES JQE
N0,
AS A ORE CURAT �� SUR.: Y M iSC� g
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THIS MAP 1S C'MPILED FROM OTHER MAPS, DEED DIMENSIONS
OF
AND OTHER S URCES - INE ��� M�ATI , NOT T C . �� IJE.4,D 2
AS ACCUf TE SU EY SUS CT T I A CHANGES JQE
N0,
AS A ORE CURAT �� SUR.: Y M iSC� g
MIWT
kOW")l 2� r h" i
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("�
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QQ-4
THIS MAP 1S C'MPILED FROM OTHER MAPS, DEED DIMENSIONS
OF
AND OTHER S URCES - INE ��� M�ATI , NOT T C . �� IJE.4,D 2
AS ACCUf TE SU EY SUS CT T I A CHANGES JQE
N0,
AS A ORE CURAT �� SUR.: Y M iSC� g
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2"x 2"x 48`a WOOD POLE
INDUSTRIAL NETTING, SNOW FENCE
OR WOVEN WIRE FENCE FOR SUPPORT
FILTER FABRIC
BACKFILL
-CONNECTICUT 0. ;
TAND RIP RAP
(30' THICK WN,
$1, 0 mss¢ •�oso ♦ c9 v�g.1 a • oou • 8 0 0 �i-� � 3
Qoma°
6" BELIDING ON
"ALTER FABRIC
15" RCP CLASS
( 4 TOTA L
PROP ,SE0! G R A1431E O GRAVEL ACCESS DIRtVF.
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------------
GRAVEL
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I DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT
SCALE EXACTL`1'. ALL DIMENSIONS SHOWN OVERRULE SCALING. IF
�! THERE ARE AIv'Y DISCREPANCIES, CONTACT ENGINEER
BENCHMARK
SPIKE IN 18" OAK
ELEV 336.44 (NGVD)
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N R G'pGGESHALL
WARRE
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PROPOSED CLEARING LIMIT
`ll _ CK LINE {TYP.) ,
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r---------------f3LIJLDING ,3ETflA
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316-.,_
314-
312----- — --
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)F 17S' �.�POS 'REar ADING
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I t 1 ti( I 1 POND ELEI' ?_>o_ �� 4
PROPOSED SEDIMENT FEN(' ;
}
i
60' REAR
1 1 `\ \ \ `� \\ �i\ \> �'� '\ �''�•"� (Type
1 \ \ N \
81,9
CQ
3
W \ 1 N - -- ` R6--
BENCHMARK ` �r �} t, 20_
u
TOP OF HL'B —
ELEV 334.58 (NGVD)
r
LVI 326.28
40 20 0 iU i!0 120
110111 WNW"
I f
GRAPHIC SCALE IN FEET
HECK BEFORE USING)
THIS PROPOSAI. tiVOi_A'ES THE EXCAVATION OF 24,000+ CUBIC YARDS 01 GRAVEL WHICH
WILL E:NL.ARCE: A 6 , 0+ ACRE POND TO 7.04 ACRES, ASSOCIATED REGRADING AND
CONSTRUCTION OF AN ACCESS ROAD ALONG THE TOP OF SLOPE OF THE POND. THE.
GRAVEL WILL FA REMOVED FROM THIS SITE EXCEPT FOR THAT WHICH WILL BE USED FOR
THE ACCESS ROAD CONSTRUCTION AND REGRADING.THE ACCESS ROAD IS TO BE USED
DURING Till-, EXCAVATION/REGRADING OPERATIONS AND WILL EVENTUALLY BE THE
DRIVEWAY TO ACCESS A FUTURE HOUSE ON THE NORTHWEST SIDE OF THE POND. THF.
SITE CONSISTS O1' 2 PROPERTI.I:S OWNED BY THE: APPLICANT TOTALING APPROXIMATELY
28 ACRES. T'Ht T(, I'AL AREA OF DISTURBANCE IS 2 . 5+ ACRES,
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THE EXCA'JAT ON OPERATIONS ARE EXPECTED TO BEC TN UPON RECEIPT OF ALL
NECESSARY APP r)VAI.S (OCTOBER 1991) AND ARE EXPECTED TO BE COMPI.FTED WI'T'HIN 3
YEARS OR APP;: X]MATELY OCTOBER 1994.
ROGER VIEN'_" 78/1) WILL BE RESPONSIBLE FOR ALL INSTALLATION AND
MAINTENANCE: "!F ALL EROSION CONTROL MEASURES.
SEDIMENT FE"'CE WILL BE INSTALLED AND MAINTAINED AT THE PROPOSED LIMIT OF
DISTURBANCE IN THE AREA OF THE PROPOSED ACCESS DRIVE AND NEAR THE: EDGE OF
THE POND IN THE PROPOSED REGRADING AREAS. SEDIMENT FENCE. WILL BE INSTALLED
AND MAINTAINED ARnICND ALL TOPSOIL STOCKPILES ALSO.
CONSTRUCTION SEQUENCE
SE- , RE AL_ NECESSARY PERMITS.
2. I.";STALL ti D:ME:N:T FENCE:/STAKED HAY BALES ALONG THF, PROPOSED CLE:ARIN(; LIMIT AS
3. BEGIN GRA' E:. E:X(IAVATION IN POND AREA, THIS OPERATION GALL CONTINUE THROUGHOU•I'
THE PR, -,IF I
CLEAR PRS .'USED (,PAVEL ACCESS DRIVE AREA AND PROPOSED POND I?XCAVATION AREA OF
ALL VEGF1 IUN. STRIP AND GRUB AREAS. STOCKPILE TOPSOIL IN LOCATION SHOWN FOR
REUSE AF"'- COMPLETION. INSTALL SEDIMENT FENCE DOWNHILL OF STOCKPILE T,..)MINIMIZE DIMENTATION. INSTALL DRAINAGE CULVERTS, RIP RAP APRON AND RIP RAP
CHANNEL. R£GRADF. INLET AS NECESSARY. INSTAI.LL GRAVEI. FOR ACCESS DRIVE: SAS
SHOGIN .
5 INSTALL SEDIMENT FENCE ADJACENT TO POND IN AREAS OF PROPOSED REGRADING. CLEAN
AREA OF VEGETATION. DEPOSIT GRAVEL IN AREA AND/OR REGRADE AS REQUIRED.
5 - ALL DIS 1 kBE:D AREAS OTHER THAN THE GRAVEL. ACCESS ROAD AND POND SHALL BE
LOAMED (4 -MINIMUM) AND SEEDED WITH GRASS UPON COMPLETION OF THE RESPECTIVE:
H R EA
AFTER ALI 4SLOPFS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL
u_ASURES 1
THIS MAP IS COMPILED 'OM OTHER MAPS y � yto
AND ICER SOUR C E S OF INFOO R MAT IO NOT
AS I'_1,N ACCURATE SU EY AND
SUBJECWT TO FINAL 1*0 HoA
AS A MORE A CURAT SUR'VEY MXTLJ DISCLO!:51E.
`,
SOIL EROSION AND SEDIMENT CONTROL NOTES
I
.,:STURhA:N;E )F :,OIL SURFACES IS REGUTATED BY STATE: LAW. ALI. WORK SHALL
�MPLI' L.I:'H THE APPROVED "SITE PLAN" TO PRF -.VENT OR MINIMIZE SOIL EROSION.
LL
THE INS�'vLLATION AND MAINTENANCE OE' EROSION CONTROL DEVICES IS THE
RESPONSIBILITY OF THE LAND OWNER, APPLICANT AND THE EXCAVATION CONTRACTOR.
T!;N OFE I : ALS ARE TO CONTACT MR. ROGER V I ENS AT ( 203) 848--/8;1 TO REPORT
ANY UNSA I FACTORY CONDITIONS OR OPERATIONS OF THE SESC MEASURES ON Till --
HES:TE.
EX4
S: TE.A PRECONSTRUCTION CONFERENCE WITH TOWN OF MONTVILLE: STAFF IS
Ail
Pi:,,XIRED, 'RIOR TO COMMENCEMENT
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OF ANY SITE WORK OR DISTURBANCE,
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3. THE APPLI SHALL USE THE "CONNECTICUT GUIDELINES FOR SOIL_ EROSION ANI)
S_
a
SrDIMENI NTROL" REVISED TO 1988, AS AMENDED, AS A GUIDE IN CONSTRUCTING;
C
THE ERrSIAND SEDIMENT CONTROLS INDICATED ON THESE; PIANS. THE GUIDELINES
C..? `
MAY OBTAI`i D FROM THE CONNECTICUT COUNCIL ON SOII. AND WATER CONSERVATION,
v
STATE OFF CE BUILDING, HARTFORD, CT 06106.
THF APPLI WNT SHALL INFORM ALL CONSTRUCTION SITE: WORKERS ABOUT THE MAJOR
OF THE SITE AND REQUIRE THEIR COOPERATION IN AVOIDING THE
DISTUR BAN,OF THESE CONTROL MEASURES.
►-
:iiE APPLi NT SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO THE
SMAI_L: FSrtAi'?'iCAL AREA FOR THE SHORTEST POSSIBLE TIME.
c
6. THE APPL ,:,*:"I IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION,
'I
RE -PAIR C REP1,ACEMENT OF EROSION CONTROL DEVICES TO ENSURE PROPER
OPERATION'
I
. THE APPL: ANT SHALL. INSPECT AND REPAIR EROSION AND SEDIMENT CONTROL DEVICES
"
AT THE EN: OE' EACH WORE;ING DAY AND AFTER EACH STORM.
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8. THE APPL ANT SHALL. NOTIFY THE ENGINEER OF UNSATISFACTORY EROSION
CONDITIO" NOT _''ONTROLLED BY THE SITE PLAN AND SHALL INSTALL ADDITIONAL
MEASURES S DIRECTED.
9. FIELD CHA-*ES TO THE SITE PIAN SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL
OF THE ENEER AFTER REFERRAL AND APPROVAL OF THE TOWN OF MONTVILLE INLAND
r
WETIANDS 4VOPCEMENT OFFICER -
U. ACCUMULAT �, SFIIMEtiT REMOVED FROM EROSION CONTROL DEVICES IS TO BE SPREAD
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AND STABI 117ED IN LEVEL, EROSION RESISTANT LOCATIONS.
LI. SEEDING: >TWFF,N APRIL 1 TO JUNE 15, AND AUGUST 15 TO SEPTEMBER 15, ALL
DISTURBE AREAS SHALL BE IMMEDIATELY GRADED AND SEEDED TO PROMOTE
S:ABIi 1-. ION OF SLOPES. SEEDING SHALL BE DONE IN ACCORDANCE WITH THE:
F:.Is)wIN S£EDING AND SLOPE STABILIZATION DIRECTIVES
E I ` F G-- DE E;- BED TOGETHER WITH LIMESTONE AT A RATE.(IF 90 LBS_ PER 1 000
FFRTI LITER AT A RATE OF 7- 5 LES. . PFR 1000 SF_
r7
IE E _._.I.�. .vG SEFn MI
URE' KENTUCKY h1 BLUE GRASS AT CREEPING
RED EES UE AT ,.5* AND PERENNIAL RYEGRASS AT 10*,
I SEEDING, MULCH THE AREA WITH HAY OR STRAW AT A RATE OF
EE. N'•. ()T BE DONE: WITHIN THE: SPECIFIED SEEDING DATES, SEED tJITH
:•N1;:, :.i )f'(: , S AT A RATE OF I I.B/1001) SF AS A TEMPORARY MEASURE. (LATER
IRt:D� OR SEED AS SPE:CIFIE:D AND PROVIDE MULCHING, AND/OR
I'E n I NG FU SUM -MER MONTHS.
J""L TATEL'i FOLLOWING SEEDING, MULCH THE: SEEDED SURFACE WITH
: : A RATE OF 70 LB/1000 SI SPREAD MULCH BY HAND OR MULCH
:. MULCH INTO SOIL SURFACE WITH TRACK MACHINE APPROXIMATELY
1 '� TtTATEROSION AND SEDIMENT CONTROL MEASURES ARE NOT INSTALLED
... NSD IN: ACCORDANCE WITH THE PIAN TITLED "SITE PLAN, PROPOSED
PREPARED FOR ROGER VIENS, FELLOWS ROAD, MONTVILLE,
C0N'N17CIC DA -LD JUNE 1991, THEN THE; APPLICANT SHALL BE REQUIRED TO
"LMF1 ATE CEASE AND DESIST ALI. CONSTRUCTION UNTIL SUCH TIME AS SAID
EROSION .:'40 SEDIM£":T CONTROL MEASURES ARE INSTALLED AND/OR REPAIRED AND
ITTEN :IFICATION TO CONTINUE CONSTRUCTION IS GRANTED BY THE INLAND
: F!,A': I S I C ER .
_ HE PR!: PE' O+.NER . PRESENTLY ROGER VI ENS , SHALT.. BE RESPONSIBLE FOR THE
Mr,:' TENnR C�F THE PERMANENT EROSION CONTROL MEASURES VHEN THIS PROJECT IS
C0XPLETF.
THIS MAP IS COMPILED 'OM OTHER MAPS y � yto
AND ICER SOUR C E S OF INFOO R MAT IO NOT
AS I'_1,N ACCURATE SU EY AND
SUBJECWT TO FINAL 1*0 HoA
AS A MORE A CURAT SUR'VEY MXTLJ DISCLO!:51E.
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O 1989 TOTAL TECHNOLOGY INC
These drawings are the property
of the Engineer and have been
spectflcally prepared for the owner
of this project, at this site, and
are not to be duplicated or used
in part or whole for any other
purpose, project, location or owner
without the express written consent
of the Engineer,
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