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VOL 347 PG. 213
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I off/ ro A. PROPERTY SURVEY MAP, PROPERTY OF, JOETTE J. CAREY, 1499 HARTFORD
STON _ _ I N NEW LONDON TURNPIKE, OAK DALE/ MONTVILLE, CONNECTICUT, DATE: FEBRUARY 21, z
STEPS CONC. BLOCK — J
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CONC.
PORCH
EW LONDON TURNPIKE, OAKDALE/MONTVILLE, CONNECTICUT, DATE:
OCTOBER 31, 2018, BY ANGUS MCDONALO/GARY 5HARPE & A55OCIATE5, INC.
70
C. PROPERTY SURVEY AND 5UBDM51ON PLAN, PROPERTY OF, W. LAWRENCE MINER,
GATE
239's To JR., REVOCABLE TRUST, HARTFORD ROAD (CONNECTICUT ROUTE 05) ANDINER's WELL CHESTERFIELD ROAD, MONTVILLE, CONNECTICUT, DATE: JANUARY 20, 2000,
REVI5ED THRU: 5/19100 BY: DiCESARE-BENTLEY ENGINEERS, INC.
16.7' ¢ \ \ 3 ,;1 e D. PLAN SHOWING PROPERTY OF, ELIZABETH SADINSKY, ROUTE 85 AND
COVR5
OAK DALE- CHESTERFIELD ROAD, TOWN OF MONTVILLE. CONN., DATE: OCTOBER
1970, BY: DiCESARE-BENTLEY-WELUNG ENGR'S.
CE PORCH
CHIMENY 1L-- J STON
1 cu HATCH \ £. E. TOWN ROADS, MONTVILLE, BY: CONNECTICUT DEPARTMENT OF TRANSPORTATION, I FjeC
QR1C
g W/r fze PLACE ,' \ 9$' `° ev RENED TO DEC. 31, 1974, CG5 DATA RbA5E0 DEC. 15, 1999
S 5TONE RET. u
sr E cE 3 z3.7 / \Y,., F. CONNECTICUT STATE HIGHWAY DEPARTMENT, RIGHT OF WAY MAP, TOWN OFPLANTERCOVEREDEXIsnYGz9.21
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ORCH o o F.F.-206.64 BLO \ 5OUTHERLY ABOUT 5,550 FEET, ROUTE No. 102, SHEETS 1 & 2 OF 2, BRICK RET. BRICK RE a CaAR. SLAB=206.91 . AIPERGOLAr - - - - wr DATE: SEPT. 30-1930, REVISED: OCTOBER 16, 1967. WALL WALLPEAK=228.16 \ a
ENDING 'QA I ' S COV.=1,954 S.F.:
woo D, e. \ G. TOWN OF MONTVILLE. ROUTE #85,PLAN SHOWING TAKING UNE AT, SAOINSKY
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FUEL FILL & oz , -_ ROAD, RUNNING 50UTHEA5TERLY 2,300 FEET. DATE: JULY 1963. PAVED DRIVE I L 2
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DEPICTED. 1. THIS SURVEY PLAN HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTION 2020 -300b -20-i THROUGH 20-30-20 AND THE 'STANDARDS FOR
CONN. L.S. #70173
1 HAVE REVIEWEO it -it- WETLANDS BOUNDARIES AS SHOWN ON THIS PLAN
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PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR
DEPICTED. 1. THIS SURVEY PLAN HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTION 2020 -300b -20-i THROUGH 20-30-20 AND THE 'STANDARDS FOR
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THESE DRAWINGS ARE THE PROPERTY OF ANGUS MCDONALD/GARY SHARPE & ASSOCI---yATES, INC. AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT
OR PROPERTY, THEY ARE NOT TO DUPLICATED
ASSOCIATION OF LAND SURVEYORS. INC. ON SEPTEMBER 26, 1996.
B. BOUNDARY
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C GARY SHARPSJ
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W by
1499 & 1505 HARTFORD NEW LONDON TURNRIT
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DR'N DO'D CK'D APP'D? CONSTITUTES NEITHER GUARANTEE NOR WARRANTY, EXPRESSED OR IMPLIED, OF ANY
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ORIGINAL RI
IMPLIED ON ANY
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W OLD 3AYBROOK, CONNECTICUT 08475
TEL (880) 388-4871 FAX (880) 588-3982
SHEET 1 of 11 JOB NO. 186333
SEALAND ORIGINALL SIGNATURE THE INDIVIDUAL MOSE REGISTRATION NUMBER PLANNING REVISIONS: 1-23-20 UPDATED, 2-20-20 UPDATED, 2-27-20 PER TOWN PLANNERAPPEARSHEREON. THIS MAP IS SUBSTANTIALLY
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DR'N DO'D CK'D APP'D
SHEET 2 of 11 IJOB NO. 186333
AND AM OF TNr I ru4ioli THAT THEY REPRESENT THE 50IL BOUNDARIES
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NOTES:
1, REFERENCE 15 MADE TO THE FOLLOWING MAPS:
A. PROPERTY SURVEY MAP, PROPERTY OF, JOETTE J. GAREY, 1499 HARTFORD
NEW LONDON TURNPIKE, OAKDAI r-/MONTVILLE, CONNECTICUT, DATE: FEBRUARY 21,
2018, 8Y ANGUS McDONALD/GARY SHARPE & ASSOCIATES, INC.
B. SITE DEVELOPMENT PLAN, PROPERTIES OF, JOE.TTE J. GAREY, 1499 & 1505
HARTFORD NEW LONDON TURNPIKE, OAKDALE/MONIMLLE, CONNECTICUT, DATE:
OCTOBER 31, 2018, BY ANGUS MCDONALD/GARY SHARPE & ASSOCIATES, INC.
C. PROPERTY SURVEY AND 5UBDM51ON PLAN, PROPERTY OF, W. LAWRENCE MINER,
JR., REVOCABLE TRUST, HARTFORD ROAD (CONNECTICUT ROUTE 85) AND
CHESTERFIELD ROAD, MONTVILLE, CONNECTICUT, DATE: JANUARY 20, 2000,
REVISED THRU: 5/19100 BY: DiCESARE-BENTLEY ENGINEERS, INC.
D. PLAN SHOWING PROPERTY OF, ELIZABETH 5ADIN5KY, ROUTE 85 AND
OAKDALE-CHESTERFIELD ROAD, TOWN OF MONTVILLE, CONN., DATE: OCTOBER
1970, BY: DiCE5ARE-BENTLEY-WELLING ENGR'5.
E. TOWN ROADS, MONTVILLE, BY: CONNECTICUT DEPARTMENT OF TRANSPORTATION,
REIVEO TO DEC. 31, 1974, CG5 DATA REVISED DEC. 15, 1999
F. CONNECTICUT STATE HIGHWAY DEPARTMENT, RIGHT OF WAY MAP, TOWN OF
MONTVILLE, HARTFORD -NEW LONDON ROAD, FROM THE KRUPCAL PROPERTY,
SOUTHERLY ABOUT 5,550 FEET, ROUTE No. 102, SHEETS 1 & 2 OF 2,
DATE: SEPT. 30-1930, REVISED: OCTOBER 16, 1967.
G. TOWN OF MONTVILLE, ROUTE #85,PLAN SHOWING TAKING LINE AT, 5ADIN5KY
PROP. & ADJOINING PROP. OWNERS, BEGINNING AT ROUTE #161, FLANDERS
ROAD, RUNNING SOUTHEASTERLY 2,300 FEET. DATE: JULY 1963.
H. TOWN OF MONTVILLE, MAP SHOWING LAND AND EASEMENT ACQUIRED BY, THE
STATE OF CONNECTICUT, FROM ELIZABETH K. 5ADIN5KY, NEW LONDON TURNPIKE,
DATE: DECEMBER 1948, 5HEET5 1 & 2 OF 2.
2. FOR SUBJECT PROPERTY, REFERENCE 15 MADE TO THE FOLLOWING DEEDS
ON FILE IN THE TOWN OF MONTVILLE LAND RECORDS AS VOL 581 PG. 49
VOL 638 PQ. 521 AND LISTED ON A55E55OR'5 MAP 005 AS LOTS 24-OOA
23-OOA
3. SUBJECT PROPERTY 15 NOT IN A FLOOD HAZARD ZONE PER FEMA FLOOD
INSURANCE RATE MAP, NEW LONDON COUNTY, CONNECTICUT, MAP NUMBER
09011CO337G, EFFECTIVE DATE: JULY 18, 2011
4. INLAND WETLANDS MARKED BY RICHARD 5NAR5KI, SOIL SCIENTIST, 2/15/2010
9/27/18 AND LOCATED BY FIELD SURVEY.
5. THIS PROJECT UES WITHIN THE WATERSHED OF THE PUBLIC WATER SUPPLY OF
THE CITY OF NEW LONDON DEPARTMENT OF PUBLIC UTILITIES.
6. THE 2 PARCELS DEPICTED HEREON MUST BE COMBINED INTO ONE SINGULAR TRACT
OR PARCEL OF LAND BY DEED RECORDED IN THE MONTVILLE, CONNECTICUT LAND
RECORDS AS A CONDITION PRECEDENT TO THE COMMENCEMENT OF CONSTRUCTION
DEPICTED ON SHEET 3 OF 11 ON THESE PLANS
p,a.,a -01E1
n^'°n w 1 oor PER TOWN RECORDS
CONNtC11CUr/// 20Um ads i
7' emrr
THIS NWP PRODUCED B'Y1ORIGINALINKDRAWINGON
PO LY {ILM OR LINEN
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ASSOCIATES, INC.
233 BOSTON POST ROAD
OLD SAYBROOK. CT
STUART J. FAIRBANK
CONN. P.E. #20206 BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL
PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR
DEPICTED.
02019 - ANGUS McDONALD / GARY SHARPE do ASSOCIATES, INC.
THESE DRAWINGS ARE THE PROPERTY OF ANGUS MCDONALD/GARY SHARPE & ASSOCI-
SHOWING EX/SING COND117ONS
ATES, INC. AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT
OR PROPERTY, THEY ARE NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY
OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESS WRITTEN
e -0: ., y. CONSENT OF ANGUS MCDONALD/GARY SHARPE do ASSOCIATES, INC.
e,
n
THE WORD 'CERTIFY, AS USED IS UNDERSTOOD TO BE AN EXPRESSION OF PROFES-
i `l,., jmO , • 6;,o SIONAL OPINION BY THE ENGINEER OR SURVEYOR. IT IS A DECLARATORY STATEMENT
KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH ITIU13f'A r N\ WHICH IS BASED ON HIS BEST
CONSTITUTES NEITHER GUARANTEE NOR WARRANTY, EXPRESSED OR IMPLIED, OF ANYL
INFORMATION CONTAINED HEREON. NO CERTIFICATION IS EXPRESSED OR IMPLIED ON ANY
1499 & 1505 HARTFORD NEW LONDON 7URNP/KE
ORIGINAL OR ANY DUPLICATE OF THIS PLAN UNLESS IT BEARS AN ORIGINAL STAMP OR
SEAL AND ORIGINAL SIGNATURE OF THE INDIVIDUAL WHOSE REGISTRATION NUMBER
APPEARS HEREON.
CERTIFICATION NOTES:
1. THIS SURVEY PLAN HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTION 20-3006-1 THROUGH 2O -300b-20 AND THE STANDARDS FOR
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS ADOPTED BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.
A. TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY
B. BOUNDARY DETERMINATION: RESURVEY
C. THIS SURVEY CONFORMS TO THE STANDARDS AND ACCURACY OF CLASS A-2 do T-2
ANGUS L. McDONALD JR.
CONN. L.S. #70173
TO MY KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
APPROVED BY THE TOWN OF MONTVILLE
PLANNING AND ZONING COMM155ION
SIGNATURE DTE
40 30 20 10 0 40 6o 120
SCALE IN FEET
SHOWING EX/SING COND117ONS
LAND &MARINE IMPROVEMENT LOCA 77ON SURVEY
ANGUS McDONALD PREPARED FOR
z C GARY SHARPE DEER RUN STABLE. LLC
w]
EM
ASSOCIATES, INC. 1499 & 1505 HARTFORD NEW LONDON 7URNP/KE
z SINCE 1966 OAKDALE/MONTMILLE, CONNEC77CUT
Z
C) P.O. BOX 608, 233 BOSTON POST ROAD DATE: JANUARY 10, 2019 SCALE: 1"=20'
K, CONNECTICUT 06475
TEL (860) 386-4671 FAX (860) 388-3962
DR'N DO'D CK'D APP'D
SHEET 2 of 11 IJOB NO. 186333
PLANNING REVISIONS:12-19-19 UPLAND RENEW AREA CORRECTED, 1-23-20 UPDATED
2-20-20 UPDATED, 2-27-20 PER TOWN PLANNER, 11-13-20 APPROVAL CONDITIONS
1-2B-21 COMMENTS
WELL P I UTILITYH"t POLE
NO*
N/F
MINER -DEER RUN. LLC
VOL 520 PG. 72
N/F
1495 ROUTE 05 A550CIATE5, LLC
VOL 347 PG. 213
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o CHIPS9 / Ttia- i SEE PETALWF45 ( UmLAWRENCEMINER _. W LAW - NOTE: Fc _ 85O9THISJEITHEVOL110PC,. 300 PFPI AC'F TFMP_ r :', '` . -'..`.:.::'_``--<' `. - PROJECT U 5 WITH
LOCKINC.1 CAP
INNER 2' PVC
GROUND
5URFACE
2" PVC
R15ER
PIPE
BOTTOM ELEV. 198.5
5ECONOARY I TOP
r
W
1 PROPOSEDBW - 198.0 MONITOR WELLCHAMBERS2010
71N & OUT 203.5
FILTER PACK rpT_„r
a ntINLAND
NEtiMH6TLANDVERYFINESAND) DRNf, U TF = 206.7 \ p2 \ '•rrr,rrF Ir, L1AOF TO THE FOLLOWiN 5: a a gyp G MAP
m t , ,
I' y ':.
M = 201.1 3f...-
H50LATOR = .00.0 M A r,>rrC' 1208.0 OUT TO ioTW rJa' :''." : ,, ; ::: ,. - \ _, .T`r 5 EY MAP, PROPERTY OF, JOETTE J. GAREY, 1499 HARTFORD96 -_ FF .•;- , .... ':. ,. OCI OUT TO MANIFOLD 200. TF 206.5 / 10' WELL SCREEN BW 197. Z ,:- i1L, , ^' ICNnotr TURNPiK OAKOALt/ ONM CONNECTICUT DATE: FEBRUARY 21W ,,.. O 2 E. M LLCINViN &OUT 202.0 06 RA55 n t1\ SAIAfems• `.,. N NA
T
ROW c00 LD/ SHARPS & ASSOCIATES INCOR , M GARY0ISOLATOR \ w W.r _ 10 SLOTS (.010) - rn 1 3 WHITE. ,.4 x , . _
0 osED L PNRPSPRUCE \/ p OEVELCFtir-tlT PLAN, PROPERTIES OF, JOETTE J. CvAREY, 1499 & 1505NMETALGUARD - i _
CONIC. \ "rrTrrRn NEW LONDON TURNPIKE. OAKDALE/MONTVILLC CONNECTICUT, DATE: S-6' HEIGHTRAILS (NP.) _ GRA55 ISLAND o6 TW 207.5 - y -_ G ` BW = 190.0 192 naFn 31. ?010, 8Y ANGUS MCDONALD/GARY SHARPS & ASSOCIATES. INC.
60.5' _']7x0
Orn.0' c
LIGHT 3N dl OA ""rr?TY 5UC-VFY AN SUBDIVISION PLAN, PROPERTY OF. W. LAWRENCE MiNER,
WF 5
D
SS`ddl N 0
N
9. a O/W A ti G G'OGABI F TP_UST, HARTFORD ROAD (CONNECTICUT ROUTE 85) AND114.0' / VORTECHS 1000 Of G rSTF_cRFLn n^AD ONM CONNECTICUT DATE: JANUARY 20 2000MLLE
EDGE VEL D - _ _ - 1 OIL/WATER SEPARATOR T rn T}491_1: 5/19100 BY: DiCE5ARE-BENTLEY E4QINEEIL5. INC. G RIVE ( _ I W/OIL STOP VALVE WF g
98 ORD O/W B O & H-20 LOADING AND / ` dun• trtr rROPEP_TY OF. ELIZABETH SADIN5KY, ROUTE 85 ANDE
PRIMARY FILTER PACK.'.'.' _ / BOARD _ _ VORTECHS 4000 MANHOLES TO GRADE 'r.r.AIL-CHE51ERFIELD ROAD, TOWN OF MONTVILLE. CONN., DATE: OCTOBER
FINE SANG) . 5ED - _ /_ - T.H.- /
OiL/WATER SEPARATOR INV M 204.0 ' Q PROPOSED 0r: rirf-SARE-BENTLEi-WELLING ENGR'S. I y - - - - - _ W/OIL STOP VALVE s s iNIV OUT = 203.4 METAL GUARD
4 WHITE / 86 LF.: / - - W/H-20 LOADING AND oP _
V +
RAILS (NP.) \ \ \ T 2' OLA. CONIC PAD Rng05, tIONTVILLE 8Y: CONNECTICUT DEPARTMENT OF TRANSPORTATION,
SPRUCE / CONCRETE / MANHOLES TO GRADE \ - \ W/JUNCT. 60X rrrt ton r
I 5-6' HEIGHT
Q = = - W \ F. 31, 1974, CGS DATA REVISED DEC. 15. 1999
20' O.C.
RETAININ 2 `` J INV IN = 201.8 s L WATER LiNE TQQBUfLO . qk .NO
PROPOSED CONVENIENCE STORE. Q INV OUT = 201.2 ' VV MG n
36 207 \ \ v tlll,':TICTIT STATE HiGHWAY DEPARTMENT, RIGHT OF WAY MAP, TOWN OF
6-\ 20' W \ _
PROPOSED WELL „'r.r_Lr t1/CTt09D-NEW LONDON ROAD, FROM THE KRUPCAL PROPERTY.
x o FF= 208. SLAT.= 41.25'34.73' N V ""11e L'r /POUT 5,550 FEET, ROUTE No. 102, SHEETS 1 & 2 OF 2,
200 I o m 0 0 I TW = 206. O LONG.= 72.12'34.03' W SFrT. '^-1930, PEV15E0: OCTOBER 16, 1967.
m ai BW = 205.0 \ p
Q r` ° , = J O 3P . r' ^F MCMI` ILLS, ROUTE *05.PLAN 5HOWMG TAKING UNE AT, 5Ap1N5KY
U Lk ,t AnirlrnNG PROP. OWNERS, 9EGMNMG AT ROUTE #161, FLANDERS
BOTTOM - ITW = X0, d x *''.. >. \ - 198 :nn raftyrprir yOUTHFA5TERLY 2.300 FEET. DATE: JULY 1963. TT M ROPosEO 6EFUSALBW = N9 ORNE-THRU m `
d
MAiN CANOPY `
V ,'\\ ` X< METAL GUARD - - r t r tr.nCAP = U..I,` \ °1 i.' LLE MAP SHOWING LANG AND EASEMENT ACQUIRED 8Y, THEIo WINDOW p \ N DRAINS \ u y'' '< l RAiLS (TYP-) 70 , • r. TIF fnr,tgri iCUT, FROM ELIZABETH K. SADIN5KY, NEW LONDON TURNPIKEI - _ 1940, SHEETS 1 & 2 OF 2. 12.0' -o o TG 207.2 ", t
r '
jr ECEti
777 77- Q O o n o INV OUT- 204.32 \ _ 5 \ LDIN
n aFo
O o - g p, FY15T[ _lt'31ECT cnnrEP_TY REFERENCE iS E TO THE FO N DEEDS
Zp2 m &L r SUMP= 200.32 `K `' \ <\ \ \! @ TBA K ,
J o O. 0 \ 9 ` MAD LLAW! GWNaO - MID .'. ` \ 239't TO L{Ci --- -_ FILE Its TH_ TOWN OF MONTVILLE LAND RECORD5 AS VOL 581 PG• 49oINV = 06.0 06.25 _ - -- - w- _ - _tEgA1` - ADJOINER'5 WELL , ,n -,- r. , I UTI _ 00.0' 'U'BOLLARp o <
UPY \
LIGHT !0 _. 6. r . 2 AND LISTED ON ASSESSOR'S MAP 005 A5 LOTS 24 -DOAQ- POLE 0# 5 rS \ L1ND''
v I o \ (TYP.) \
PeoPJu 200X4 0 3P 3P (] Xo' Eye .., 0, 2/
1 1
08 m SIDEWALK 2oex4 ANDiw, RoUTES ° ;
ooA
I <0L 08 H 4
4 WHITE " IL! FnOrCPi IS NOT IN A FLOOD HAZARD ZONE PER FEMA FLOODGROUNDWATERMONITORo ' 0
0 0 o
m \ o # o SPRUCE P,. i
GIVE
LONDON
0,
COUNTY,
1
CONNECTICUT. HAP NUMBER
WELL DETAIL Lr\A N o o
m
6
O
0x I'rri 7 ATrrrE
N TYPE C CONIC °C _ ` PROPOSED SNOW o I 5-6' HEIGHT
OA Z LI TG = 207.5 a- WH 200X3 200x3 Lyn PROPOSED U/G U
N SC+M.t Z INV OUT = 205.5 20.000 GAL DOUBLE -= SHELF AREA (TYP.) 20' O.C. ^
N 570 PROPOSED 8 SPACES INCLUDING 2 ADA COMPLIANT WALL REGULAR
rT, e.n!DS HARKED BY RICHARD SNARSKi. 501E SCIENTIST, 2/15/2018
207.5
ASTM 0179
TYP)
IER OR TANK
HCP HCP VAN TANK m PROPOSED
oo
In
ALL ,'nD/OR
BY
SHOWN AS BOUNDARIE5 MAY HAVE
U
1 , STOCKPILE AREA m ' I ',
rC1rrtn,,+,L r1
H-20 LOAD[N \ o - o B p _r'- jurlrtr, ^ COU95F BETWEEN PRINCIPAL POINTS OF COURSEIQWG / p gCATE[
50' BUILDIN SETBACK dO1S ., Q MANHO TO 208X1 208X1 0
4 4P (] ': _-- BOLLAR N 2 c 0 0INVM205.70 (TYP•) T - 207.5 / .0' FENCE - - 1 BEFCFE YOV DI 1-000-922-44 SHALL BE CONTACTED RII ° STOP 500 GAL iNV OUT - 205.45 PR OS G 21.0' CONIC. P D sn FROJEC"T rNiTiA,TIOiJ.
55) CTED P OR
0 & 12 FUF1M C 50R_ INV
MP=201.2
2 /
208X2 56• - "'" r:nCmEER LAND SURVEYOR TO SET A STABLE BENCHMARK M THE AREA
RENS/ONS CONITNUED: 1-16-20 RENSED EXIT / 20 SEPTIC TANK -
11-9-20 GOND/AANAL NOTES 11-1f-20 S/GHS 206 ,!/ 5 T 6
W/H-20 }m1fJ ANO D _ ' =
SIR/P/NG, 11-13-20 APPROVAL COND/AGNS, (x I ® 'WYC X MANHOL S TO GRADE = 20L.4 \ \ ' 2-11-21 t£NT PIPES cp EMERG. S/O.
GWOP 20 S.F. _ TIC s'r'5TEM AND STAKE & OFFSET SEPTIC 5Y5TEM PRIOR TO
D- W/H-20 a !NV IN 205.25 iNV OUi = 204.0 NC AD OV T K r PILL KR pROPO5E0 CONIC. d
TLL _ _LOAD G AND MH N INV OLA - 205.00 iv T.H. 7' FUEL (
TYP.) W/CANOPY & 2 S• « I ( "" I'll +n^ra
FL7T6,
a '" +PION Irl{T/LIEF TO NOTIFY ENGINEER (3) BUSINESS DAYS BEFORE
TO E PVC 50835 - - _ _ _ _
FDIE5FJ- FUELING POINTSo w x '
T.H. 103 IW 1 = 204.90 A5TM D3034 T.H. 101
i 08 \ E CALORY CON=415 S.F.-'.
00 =(] iITE 57^RT OF CONSTRUCTION, THE 6UiLDMG WELL AND SEPTIC SYSTEMI °r 5T,nrEn BY A LICEN5ED SURVEYOR. 209.2 MVO 204. 73 209.4 h 209.2 S
L_ -
207x7 \ /
113 LF EOMATRTX G5T6218 BOTTOM EL 203.00 20 •9
I " "'
GILIEEPiLP.FIp SURVEYOR TO CONDUCT AN AS SURVEY OF
TH. U- 0t r F!rP.0 5Y5TEM PRiOR TO BACKFILL INSTALLER TO NOTIFY ENGiNEER
209.3 p PROPOSED U/G,'"' _\ GfU55 15LAPIC) ,'`\i"I•,' .\' , \ APPROXIMATE LOCATION ^,'1Grrr 5, r,,.,-5 BEFOP_E SYSTEM COMPLETION.
i PT 1 209.4 f 209.3 WIEME>2G CY 'SHUT VENA . S 20 TH. P' T.H. i L) \ `.20.000 GAL DOUBLl \ ' °ti L1 ` OF 5ANiTARY SYSTEM
T.H. 4 " \. `OFF.'ADD ONAL 5HUT PIPES' , \ \: ' %\,: ' : ". { :' . ' m O 200X7 ` < ' WALL SPLJT ' 1`,. , .. v io 04 PER TOWN RECORDS rrl uO ACES m E 5 - - I:A.dT i1..5T CONTACT THE ZONINENFORCEMENT OFFICER AT LEASTPROP05ED7SPcOEF'A Gi,TER. 'x y' \< ;t' LIGHT U (?_•+1 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION10,000 GAL DIESEL < .-:
TANK &
RESERVE I ISLAND 10,000 GAL. PREMIUM I T.H. I T.H. 102 -PO2 11.0' 11.0 \; T.H. 1 o GAS ° 30' 1 r r APrLICA_1tT 51a'.LL OBTAIN A ZONING PERMIT FROM THE MONTVIILE ZONING
208X6 20OX FREE5TANOING
T.H. 9-2020® \ I ° oCEh1ENT OFFICER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION
LIG I LIGHT , \\ D SIGN I I.P. ° \ I ` b
GRA55 ?
o ',rPUCArTT iP_15T P05T AN ER0510N AND SEDIMENT CONTROL BOND WITH
GRA55 CHD 1 WHITE CHO 71 I FWD. M - - - -- --
W/DISK SPRUCE CHDISK
s tr'WN OF MONTVILLE IN THE AMOUNT OF THIRTY -FNS THOUSAND AND
5-6' HEIGHT
0(b35.000 nn) DOLLOPS PRIOR TO THE ISSUANCE OF A ZONING PERMIT
1, •=iiF,
m
APPROVED BY THE TOWN OF MONTVILLE
PLANNING AND ZONING COMM155ION
5IG TRE DATE
LEGEND
5ILT FENCE
5TOCKADE FENCE
5PLIT RAIL FENCE
E U/G ELECTRIC UNE
T V/Q TELEPHONE UNE
MONITOR WELL
UTILITY POLE
BENT_ ` N 63059'04» W STOP 84.48'
FIVo.
WHITE
WOOD POSTS 08 LEANING PIN H PIPE FWD. '":rLOPlr1y THE PROPERTY DEFECTED HEREON, ALL COMME4T5 OF THETYP.) TBR I s O + '' T'_LE FIRE rtARSHAL MUST BE ADORE55EDSTOPSIGN __ SPRUCE
rFUCANT 'P_157 PROVIDE THE MONMLLE LAND USE DEPARTMENT WITH A
5NET 2 5-6' HEIGHT o. LP• \ 2057 S" - -SIGN DO NOT `
Arrnnvgr FROM THE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC
FND<
W/LIGHT /SPLIT RAIL F/FTNCE 1/
dO1S
11 - _S N N 63051'44» W -
ER SPLIT RAIL FENCE TBR) M 0 - - /
1
SPLIT RAIL FENCE (TBR)// - - - - 20 STAGGER dO1S
TI 'S A CO'101TION PRECEDENT0 THE ISSUANCE OF A ZONING PERMIT
00 NOT 209X7 5NET MAILBOX 0 ` IlBaX STOP - - - - - - ruF 0 VEL nrt1ENT DEPiCTED EREON
ENTER SIGN 2056 ROW
58C
2055 \ - `
rrl_ICA!Tr 511A,LL INSTALL, AND PERMANENTLY MAINTAIN, A GROUNDWATERTOBE •
r• T^cT1Jr rHOUSE# - 08 RELOCATED) - -- WE11 III THE LOCATION DELINEATED AS 'PROPOSED MONRORING
POST'5 DErICTED HEREON, WHiCH MONITORING WELL SHALL BE INSTALLED iN
EXISTING BIT. DRIVE
I
CHO O
CONC. MON. O
M.5. El
FND.
i.PIN
I.P.
nr .rirE IvTna THE GROUNDWATER MONITORING WELL DETAIL' AS DEPICTED
r•r rt1i; SHEET
c' TO THE Cr1t1MENCEI.IENT OF COMMERCIAL OPERATIONS OF THE
t1E/COtn'Fr tEtICE STORE FACILITY, THE APPLICANT SHALL CAUSE WATER
HARTFORD / NEW LONDON TURNPIKE ( CONNECTICUT ROUTE 05 ) """^ 'WN FPOt1 THE MONITORING WELL TO BE TESTED BY A CERTIFIED TE5TING
W_ 5EIII-VOLATILF AND VOLATILE ORWIC COMPOUNDS.
mmm!!n 2 -
T -- .. I"t1RORR1 , 1'1ELL SHALL BE TESTED ON A QUARTERLY BA515 FOR THE
91)ENT TO PE INITIAL TE5TINq OF WATER FROM THE MONfTO9JNr, WELL,
rr' r1 OF TNF OPF_OATION OF THE GA5OUNE/CONVEMECE STORE FACILITYmR=6915.55'
L=196.1// 1' Ir.,nl"c' WFI I_ TE5T RE5ULT5 SHALL BE PROVIDED WITHIN FIFTEEN (15)
DOUBLE
C.B.
LaI
T.F.=209.40(E)
103 Zv 41n5E0UErrT TO THE DATE OF RECEIPT OF SUCH TEST RESULTS, TO THE
Cr 'I0PrN11_LE PLANNING DEPARTMENT AND THE CITY OF NEW LONDON
CH=5 640507rT:IFt'T Cr r1!ELIC UTILITIES
C.B.
T.F.=200.96 - - APr11rr•A1tT t','J1 POST BEHIND THE REGISTER M THE CONVENIENCE STORE,
DOUBLE PHONE 1`1111`1'_`E15 OF THE FOLLOWING ENTIITE5 WHO SHALL BE NOTIFIED IN
EVtNi CF `SPILL ANO/OR LEAK: (U THE STATE OF CONNECTICUTEXISTINGrT,1EnrT nr FNERGY AND ENVIRONMENTAL PROTECTION (II) THE CiTY OF NEWF.=_
ZO`"
1(W) DRIVE ^" '-1'TE1? 't10 WATER POLLUTION CONTROL AUTHORITY (m) THE TOWN OF20151050204060T.F.=
tr
R=6915.55' \ 1.,. l (N) THE UNDERGROUND FUEL 5TORAGE TANK INSTALLER7
L=106.14' OT1412 TT{AN THE UNDERGROUND FUEL STORAGE TANK INSTALLER.
A=0°52 46" I PEISCALE IN FEET ( -- -
m.,Pnty COMPANY
NSONrrONNANO
E INTERSTITIAL.
FACiLIN50ON THE
IN
T=53.0%' ;..
n_Irf St^o•r_< GrcT1
CH=N 66°05'32" W
106.14' STUART J. FAIRBANK SITE DEVELOPMENT PLAN
CONN. P.E. #20206) BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL LAND & MARINE
DEEP TEST HOLE LOCATION A RETAINING WALL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR A t I(.T1_i1, A4, 1 )()N A i n PREPARED FOR
D.H.- DRILL HOLE TH PARKINQ CALCULATION5 DEPICTED. /1 11
TBS TO BE REMOVED'(_ rPERCOLATIONTESTLOCATION02019 - ANGUS McDONALD GARY SHARPS ASSOCIATES, INC. V" L
rtti I' _"-x- C AI)Y tt: DEER RUN STABLE. LLCCONNECTICUTHIGHWAYDEPT. -a-v PROPOSED SILT FENCE PT PROPOSED BUILDING, = 4,960 SF 11111 1111 .v, ",,I '
T I 1;
CONCRETE MONUMENT EDGE OF TREELINE
SCLC 81TUMINOU5 CONCRETE UP CURBING, 5 5PACE5/1,000 SF = 25 SPACES \\ OF COAI,
i THESS,EIDRA IND HAVE THENPSPECIFICALLYOPREPARED ORLT/E OWNER
R
THIS
DCI- [
L / tK.. ,
A {INC
CONCRETE MONUMENT 00 EXI5TING CONTOU25 ws.o. WATER SHUTOFF I SPACE/3 5EAT5 = 2 SPACES ;` j C OR PR ERTY, THEY ARE NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY r •, p"" :' < 1499 & 1505 HARTFORD NEW LONDON TURNPIKE1SPACEATAIR = 1 SPACE Q C ` x
o.00 SOIL TYPE BOUNDARY .=- OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESS WRITTEN L_u !.:>: x>! Cr1
EXISTING SPOT ELEVATION WG• WATER GLOATS 1 SPACE/2 EMPLOYEES = 1 SPACE e crj ,`" ._}-GS G CONSENT OF ANGUS MCDONALD/GARY SHARPE & ASSOCIATES, INC. r' 1' '}_' "'' T i i' } OAKDALE/1i IONTt/ILLE CONNECTICUTMERESTONE 'r i''', :. 7,, -4 = z_ .-- , REQUIRED SPACES 29 r 4''k
SOIL TYPE SYMBOL WELL o
H : ,
THE WORD 'CERTIFY, AS USED IS UNDERSTOOD TO BE AN EXPRESSION OF PROFES-
FOUND `
STONEWALL "KC _ _ yP:`gt ;
t _ SIONAL OPINION BY THE ENGINEER OR SURVEYOR. IT IS A DECLARATORY STATEMENT'_ [ p, 0, PrJ$ enn :„tr p(t i' PnAh DATE: JULY 10, 2019 SCALE: 1"=20' PROPO5ED PARKING 5PACE5 y-- ,
CATCH BASIN O ` 20206 WHICH IS BASED ON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT r_u _,• t h OIJ` SAYF tT 11 1. DR'N DOD CK'D APP Db- FIRE HYDRANT +00.00 PROP05ED SPOT ELEVATION -! %'A® / ,'\z' CONSTITUTES NEITHER GUARANTEE NOR WARRANTY, EXPRESSED OR IMPLIED, OF ANY }•=u :w'+ :.,-•} oV TEL (Ftti qnn . ncrl) zftR_ eag2
IRON PIN O 16 AT FUELING POINTS T cFSfG®. INFORMATION CONTAINED HEREON. NO CERTIFICATION IS EXPRESSED OR IMPLIED ON ANY SHEET 3 Of 11 JOB N0. 18633325SPACESLO' X 2O' tcss; _ e - • GC\ ORIGINAL OR ANY DUPLICATE OF THIS PLAN UNLESS IT BEARS AN ORIGINAL STAMP OR -
i
EDGE OF WETLAND/FLAG NUMBER 00 PROPO5ED CONTOUR SNOW 5TORAQE AREA PARKIN SPACES PROVIDED = 42 // /ONAL EN \\ SEAL AND ORIGINAL SIGNATURE OF THE INDIVIDUAL WHOSE REGISTRATION NUMBER PLAN4NINGIRONPIPE00G ///11111111\1 APPEARS HEREON.
2R-
20-20
S
UPDATED, 2/27/20
20 REVISED PER COMMENTS,
PER TOWN PLANNER, 3-11-20,
20
7-20
DADING &
MONITOR WELL
6-11-20 LPG TANK & GENERATOR,m 9-18-20 RESIZE LPG CAGE. 10-2-20 NEW TEST HOLES
APPLICATION OF DEER RUN STABLE, LLC
TO
TOWN OF MONTVILLE INLAND WETLANDS AND WATERCOURSES COMM155ION
NARRATIVE DESCRIPTION AND CONSTRUCTION SEQUENCE RELATIVE TO THE
DEVELOPMENT OF A COMMERCIAL SITE ON PROPERTY LOCATED AT 1499 AND 1505
HARTFORD -NEW LONDON TURNPIKE (CONNECTICUT ROUTE 65), MONTVII I F,
CONNECTICUT FOR A GASOLINE/CONVENIENCE STORE FACILITY
PROJECT OVERVIEW
A5IF CHOUDHRY I5 THE OWNER OF REAL PROPERTY LOCATED AT 1499
HARTFORD -NEW LONDON TURNPIKE, MONTVILI F, CONNECTICUT. TH15 PROPERTY
CONSISTS OF 1.26 ACRES OF LAND, MORE OR LE55, AND 15 LOCATED ON THE
NORTHEASTERLY SIDE OF CONNECTICUT ROUTE #65. THE PROPERTY OF DEER RUN
STABLE, LLC, ABUTS THE PROPERTY OF ASIF CHOUDHRY TO THE WEST AND
CONSISTS OF 1.22 ACRES OF LAND, MORE OR LESS, EACH AS SHOWN ON A PLAN
ENTITLED "SHOWING EXISTING CONDITIONS IMPROVEMENT LOCATION 5URVEY
PREPARED FOR DEER RUN 5TABL.E, LLC 1499 & 1505 HARTFORD NEW LONDON
TURNPIKE OAKOALE/MONTVILLE, CONNECTICUT OATS: JANUARY 10, 2019 SCALE: 1"
20"' PREPARED BY ANGU5 MCDONALO GARY SHARPE & A550CIATE5, INC. (THE
EXISTING CONDITIONS. PLAN"). A51F CHOUDHRY HAS AUTHORIZED DEER RUN STABLE,
LLC TO FILE AN APPLICATION WITH THE TOWN OF MONTVILLE INLAND WETLANDS AND
WATERCOURSES COMMISSION FOR THE COMBINED REDEVELOPMENT OF ITS REAL
PROPERTY WITH THAT OWNED OF RECORD BY DEER RUN STABLE, LLC
COLLECTIVELY, THE "PROPERTY") FOR A PROPOSED GA50UNE/CONVENIENCE STORE
FACILITY. IN CONJUNCTION WITH THE REDEVELOPMENT OF THESE COMBINED
PROPERTIES, THE APPLICANT, DEER RUN 5TABL.E, LLC (HEREINAFTER THE
APPLICANT") 15 FILING AN APPLICATION FOR A PERMIT TO CONDUCT REGULATED
ACTIVITIES iN UPLAND REVIEW AREAS ADJACENT TO INLAND WETLANDS WiTH THE
TOWN OF MONTVILLE INLAND WETLANDS AND WATERCOURSES COMMISSION.
THE INLAND WETLANDS ON THE APPLICANT'S PROPERTIES HAVE BEEN
DESIGNATED BY WETLAND FLAGS 1 - 8 (TO THE EAST OF THE DM51ON LINE
BETWEEN THE PROPERTIES LOCATED AT 1499 AND -1505 HARTFORD -NEW LONDON
TURNPIKE) AND 1 - 13 (TO THE WEST OF THE DIVISION LINE BETWEEN THE
PROPERTIES KNOWN AS 1499 AND 1505 HARTFORD -NEW LONDON TURNPIKE) AS
DE5IGNATED ON THE EXISTING CONDITIONS PLAN. THE WETLAND LIMITS ON THE
PROPERTIES WERE INITIALLY FLAGGED BY RICHARD 5NAR5KI ON FEBRUARY 15, 2018
AND SEPTEMBER 27, 2018. THE LOCATION OF THE LIMITS OF INLAND WETLANDS ON
THE APPLICATION PARCELS WAS VERIFIED BY FIELD INSPECTION BY OE.MiAN A.
SORRENTINO, CERTIFIED PLANNER AND SOIL SCIENTIST ON AUGUST 30, 2019.
THE PROPERTY IS CURRENTLY IMPROVED WITH TWO SINGLE FAMILY OWEWNG
HOUSES. THE, PROPERTY 15 LOCATED, IN A C-1 COMMERCIAL ZONING DISTRICT
PURSUANT TO THE ZONING MAP PROMULGATED BY THE TOWN OF MONTVILLE INLAND
WETLANDS AND WATERCOURSES COMMISSION. SINGLE FAMILY RENDENCE5 ARE
NON -PERMITTED USES IN THE C-1 ZONING DISTRICT AND ARE CURRENTLY LEGALLY
NON -CONFORMING. THE APPLICANT PROPOSES TO RAZE ALL IMPROVEMENTS
CURRENTLY LOCATED ON THE PROPERTY ANO TO RE -DEVELOP THE PROPERTY FOR
A MODERN GASOLINE/CONVENIENCE STORE FACILITY, A USE PERMITTED BY SPECIAL
PERMIT IN THE C-1 ZONING DISTRICT. THE IMPROVEMENTS ON THE PROPERTY WILL
BE SERVED BY AN ON-51TE WELL AND AN ON-51TE SEPTIC SYSTEM.
AS DEPICTED ON THE EXI511NG CONDITIONS PLAN, THE SOUTHERLY PORTION
OF THE PROPERTY IS RELATIVELY FLAT, ENJOYING AN ELEVATION OF APPROXIMATELY
208 FEET ABOVE MEAN SEA LEVEL THE NORTHERLY PORTION OF THE PROPERTY
SLOPES TO THE NORTHWEST AND THE NORTHEAST WITH A CHANGE OF ELEVATION
TO APPROXIMATE ELEVATION 193 FEET A80VE MEAN SEA LEVEL, THE APPROXIMATE
ELEVATION OF THE DELINEATED INLAND WETLAND BOUNDARY AS DEPICTED ON THE
EXISTING CONDITIONS PLAN.
IN ORDER TO ESTABLISH A VIABLE COMMERCIAL USE ON THE PROPERTY, IT 15
NECESSARY TO GRADE WITHIN THE 50' UPLAND REVIEW AREA ADJACENT
SOUTHWESTERLY AND SOUTHERLY OF THE INLAND WETLAND SYSTEMS LOCATED ON
THE PROPERTY. IN ORDER TO AVOID ANY _ DIRECT IMPACTS TO INLAND WETLANDS,
THE APPLICANT PROPOSES TO RETAIN THE NORTHERLY AND NORTHEASTERLY
PERIPHERY OF THE IMPROVED SITE WITH A RETAINING WALL WHICH WILL
EFFECTIVELY SEGREGATE THE IMPROVED PORTION OF THE PROJECT 51TE AT
ELEVATION 207 +/- FROM THE UPLAND AREA ADJACENT SOUTHWESTERLY AND
SOUTHERLY OF THE WETLAND SYSTEMS AT APPROXIMATE ELEVATION 194.
IN ADDITION, THE APPLICANT 15 PROP05iNG TO DISCHARGE TREATED
5TORMWATER FROM THE IMPROVED AREA OF THE PROJECT SITE TO A RIP RAP
PREFORMED SCOUR HOLELOCATED ADJACENT WESTERLY OF WETLAND FLAG 5 AS
DEPICTED ON THE EXISTING CONDITIONS PLAN. THE APPLICANT'S DESIGN ENGINEER
HAS INCORPORATED A ROBUST WATER QUALITY RENOVATION PLAN INTO THE
VERNACULAR OF THE PROPOSED COMMERCIAL PROJECT TO INSURE THAT A HIGHLY
RENOVATED 5TORMWATER 15 D15CHARQED FROM THE PROJECT SITE TO THE
ENVIRONMENT.
PROPOSED REGULATED ACTMTIES
1. CONSTRUCTION OF A CONCRETE RETAINING WALL TO RETAIN THE IMPROVED
PORTION OF THE COMMERCIAL SITE WITHIN THE UPLAND REVIEW AREA ADJACENT
SOUTHWESTERLY TO WETLAND FLAG5 3-1 AND 1-7.
2. MAINTENANCE OF AN IMPROVED COMMERCIAL 51TE WITHIN THE UPLAND REVIEW
AREA ADJACENT SOUTHWESTERLY TO WETLAND FLAC45 5-1 AND 1-7, INCLUDING
A DUMP5TER PAD, A 10' X 12' SHED, FUEL PUMPING POINTS (NO STORAGE),
PAVED AREAS, 5TORMWATER TREATMENT STRUCTURES AND SITE IMPROVEMENTS.
3. DI5CHARGE OF RENOVATED 5TORMWATER TO A RIP RAP PREFORMED SCOUR
HOL.EAOJACENT WESTERLY TO WETLAND FLAG5 4-5.
SOILS
UPLAND SOILS
AGAWAM FINE SANDY LOAM
THE AGAWAM SERIES CONSISTS OF WELL DRAINED SOILS THAT FORMED iN
GLACIAL OUTWA5H. AGAWAM SOILS ARE FOUND ON STREAM TERRACES AND OUTWA5H
PLAINS. SLOPES RANGE FROM 0-3%. THE AGAWAM SOILS ARE FOUND IN A
DRAINAGE SEQUENCE ON THE LANDSCAPE WITH MODERATELY WELL DRAINED
NiNIGRET 501L5. THEY ARE NEAR EXCESSIVELY DRAINED HINCKLEY SOILS, 50MEWHAT
EXCE551VELY DRAINED MERIMACK SOILS, WELL DRAINED HAVEN, CANTON AND
CHARLTON SOILS AND POORLY DRAINED RAYPOL AND WALPOLE SOILS. THE TYPICAL
STRATIFICATION OF THE AGAWAM SOILS 15 AS FOLLOWS:
0"-9" DARK BROWN FINE SANDY LOAM; WEAK MEDIUM GRANULAR
STRUCTURE; VERY FRIABLE; FEW FINE ROOTS; 5% COURSE FRAGMENTS;
STRONGLY ACID; ABRUPT WAVY BOUNDARY.
9"-19" DARK YELLOWISH BROWN FINE LOAM; WEAK MEDIUM SUBANGULAR
BLOCKY STRUCTURE; VERY FRIABLE; FEW FINE 90OT5; 5% COURSE
FRAGMENTS; STRONGLY ACID; GRADUAL WAVY BOUNDARY.
19"-24" DARK YELLOWISH BROWN FINE SANDY LOAM; WEAK MEDIUM
SUBANGULAR BLOCKY STRUCTURE; VERY FRIABLE; FEW FINE ROOTS;
5% COURSE FRAGMENTS; MEDIUM ACID; ABRUPT WAVY BOUNDARY.
24"-32" LIGHT OLIVE BROWN SAND; MASSIVE; VERY FRIABLE; FEW FINE ROOTS;
15% COURSE FRAGMENT5; MEDIUM ACiD; ABRUPT WAVY BOUNDARY.
32"-60" UGHT OLIVE BROWN VERY GRAVELLY COURSE SAND; SINGLE GRAIN;
LOOSE; 55% COU25E FRAGMENTS; MEDIUM ACID. HINCKLEY
LOAMY SAND
THI5 HINCKLEY 501L CONSISTS OF EXCESSIVELY DRAINED SOILS THAT FORMED
IN GLACIAL OUTWA5H. HINCKLEY SOILS ARE FOUND ON OUTWA5H PLAINS, STREAM
TERRACES, KAME5 AND ESKERS. THE HINCKLEY SOILS ARE FOUND NEAR
EXCESSIVELY DRAINED WINDSOR SOILS, SOMEWHAT EXCESSIVELY DRAINED MERIMACK
5OIL5, WELL DRAINED AGAWAM AND HAVEN SOILS, MODERATELY WELL DRAINED
SUDBURY SOILS, POORLY DRAINED WALPOI F SOILS AND VERY POORLY DRAINED
5CARB09-0 50iL5. HINCKLEY SOILS HAVE A GREATER CONTENT OF GRAVEL THAN
MERIMACK, AGAWAM, HAVEN AND WINDSOR 501L5.
THE TYPICAL SOIL STRATIFICATION OF THE HINCKLEY SOIL 15 AS FOLLOWS:
DARK BROWN GRAVELLY SANDY LOAM; WEAK FINE GRANULAR STRUCTURE;
VERY FRIABLE; MANY FINE ROOTS; 20% COURSE FRAGMENTS; MEDIUM
ACID; ABRUPT WAVY BOUNDARY.
7"-14" YELLOWISH BROWN GRAVELLY LOAMY SAND; 5INGLE GRAiN; LOSE;
FEW FINE ROOTS; 25% COURSE FRAGMENTS; MEDIUM ACID; GRADUAL
WAVY BOUNDARY.
14"-22"YELLOWI5H BROWN GRAVELLY LOAMY SAND; 5INGLE GRAIN; LOOSE;
FEW FINE ROOTS; 40% COURSE FRAGMENTS; 5TRONGLY ACID;
CLEAR WAVY BOUNDARY.
22"-60" BROWNISH YELLOW VERY GRAVELLY COURSE SAND; SINGLE GRAIN;
LOOSE; 60% COURSE FRAGMENTS; MEDIUM ACID.
WETLAND SOILS
5CARB09-0 SOILS
THE 5CARBORO SOIL CONSISTS OF VERY POORLY DRAINED SOIL THAT
FORMED IN WATER -SORTED SAND AND GRAVEL 5CARBORO SOILS ARE FOUND ON
OUTWA5H PLAINS AND STREAM TERRACES. SLOPES RANGE FROM 0-3%. THE
SCAR80R0 SO1L5 ARE FOUND ON THE LANDSCAPE NEAR EXCESSIVELY DRAINED
HINCKLEY AND WINDSOR SOILS, SOMEWHAT EXCESSIVELY DRAINED MERIMACK
SOILS, WELL DRAINED HAVEN AND AGAWAM SOILS, MODERATELY WELL DRAINED
SUDBURY 5OIL5, POORLY DRAINED WALPOLE AND RAYPOL SOiLS AND VERY
POORLY DRAINED ADRIAN AND PALMS SOILS.
THE TYPICAL STRATIFICATION FOR THE 5CAR50RO 501L 15 AS FOLLOWS:
0" - 5" BLACK MUCK; LE55 THAN 5% FIBER UNRU88E0 AND RUBBED;
MA55IVE; VERY FRIABLE; MANY FINE ROOTS; MEDIUM ACID; CLEAR
WAVY BOUNDARY.
5" - 36" GRAY LOAMY SAND; COMMON MEDIUM PROMINENT YELLOWISH REO
MOTTLES AND COMMON MEDIUM DISTINCT STRONG BROWN MOTTLES;
MASSIVE; FRIABLE; MEDIUM ACID; CLEAR WAVY BOUNDARY.
36" - 60" GRAYISH BROWN SAND; COMMON MEDIUM PROMINENT 5TRONG
BROWN MOTTLES; MASSIVE; FRIABLE; MEDIUM ACID.
PROPOSED REGULATED ACTMTIES
1. CONSTRUCTION OF A RETAINING WALL WITHIN THE UPLAND REVIEW AREA
ADJACENT TO WETLANDS.
2. GRADING AND COMMERCIAL DEVELOPMENT IN THE RETAINED AREA OF THE
PROJECT 51TE WHICH 15 LOCATED IN THE UPLAND REVIEW AREA ADJACENT TO
INLAND WETLANDS.
3. STORMWATER DISCHARGE IN AN UPLAND REVIEW AREA ADJACENT TO INLAND
WETLAN O5.
GENERAL PROCEDURES
1. PRIOR TO CONDUCTING ANY CONSTRUCTION ACTMTiES ON THE PROPERTY, THE
APPLICANT, AND ITS CONTRACTOR, SHALL MEET WITH THE MONTVILLE
WETLANDS ENFORCEMENT OFFICER AND THE MONTVILLE ZONING ENFORCEMENT
OFFICER TO 015CU55 AND AGREE UPON THE METHOD OF INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES DURING
CONSTRUCTION AS WELL AS A CON5TRUCTI0N INSPECTION SCHEDULE (THE
PRECONSTRUCTION MEETING").
2. SUBSEQUENT TO THE PRECON5TRUCTION MEETING, THE APPUCANT'5 SURVEYOR
SHALL DELINEATE IN THE FIELD THE LIMITS WITHIN WHiCH CONSTRUCTION
ACTIVITIES SHALL OCCUR ANO SHALL FURTHER DELINEATE THE LOCATION FOR
THE INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL MEA5URE5 AS
DEPICTED ON A PLAN ENTITLED "SEDIMENTATION AND EROSION CONTROL PLAN
PREPARED FOR DEER RUN STABLE, LLC 1499 & 1505 HARTFORD NEW
LONDON TURNPIKE OAK DALE/ MONTVILLE, CONNECTICUT DATE: JULY 10, 2019
SCALE: 1" = 20' SHEET 5 OF 10 JOB NO. 186333 ANGU5 MCOONALD GARY
SHARPE & ASSOCIATES, INC. P.O. BOX 606, 233 505TON P05T ROAD OLD
5AY8ROOK, CONNECTICUT 06475 TEL. (060) 386-4671 FAX (660)
366-3962" (THE "EROSION CONTROL PLAN").
3. UPON AGREEMENT OF THE MONTVILLE. WETLANDS ENFORCEMENT OFFICER AND
THE MONTVILLE ZONING ENFORCEMENT OFFICER, THE APPLICANT SHALL CLEAR
BUT NOT GRUB) THE AREA REQUIRED FOR THE INSTALLATION OF EROSION
AND 5EDIMENT CONTROL MEASURES AS DELINEATED ON THE EROSION
CONTROL PLAN.
4. ONCE CLEARING OF THE AREAS FOR THE INSTALLATION OF EROSION AND
SEDIMENT CONTROL MEASURES HAS BEEN ACCOMPLISHED, THE APPLICANT (OR
ITS CONTRACTOR) SHALL INSTALL THE EROSION AND 5EDIMENT CONTROL
MEASURES AS DELINEATED ON THE EROSION CONTROL PLAN. IN NO EVENT
SHALL GRUBBING OR SOIL DISTURBANCE (OTHER THAN THAT REQUIRED FOR
THE CLEARING ASSOCIATED WITH THE INSTALLATION OF EROSION AND 5EDIMENT
CONTROL MEASURES) OCCUR UNTIL SUCH TIME AS ALL EROSION AND
5EDIMENT CONTROL MEASURES HAVE BEEN INSTALLED AND INSPECTED, AS
HEREINAFTER PROVIDED.
5. AT SUCH TIME AS ALL EROSION AND SEDIMENT CONTROL MEASURES HAVE
BEEN INSTALLED IN ACCORDANCE WITH THE EROSION CONTROL PLAN AND iN
ACCORDANCE WITH THE REQUIREMENTS OF THE MONTVILLE WETLANDS
ENFORCEMENT OFFICER AND THE MONTVILLE ZONING ENFORCEMENT OFFICER
ENUNCIATED AT THE PRECON5TRUCTION MEETING, THE APPLICANT SHALL
CONTACT THE MONTVILLE WETLANDS ENFORCEMENT OFFICER AND THE
MONTVILLE ZONING ENFORCEMENT OFFICER TO PER AN ON-SITE
INSPECTION OF THE INSTALLATION OF SAID EROSION AND SEDIMENT CONTROL
MEASURES. IN NO EVENT SHALL ACTUAL CONSTRUCTION ACTIVITIES BE-
COMMENCED ECOMMENCEDEITHERWITHRESPECTTOTHEDEMOLITIONOFTHEEXISTING
BUILDINGS ON THE PROPERTY, THE CONSTRUCTION OF INFRASTRUCTURE FOR
THE PROJECT OR ANY NEW IMPROVEMENTS ON THE PROPERTY, UN11L SUCH
TIME AS THE MONTVILLE WETLANDS ENFORCEMENT OFFICER AND THE
MONTVILLE ZONING ENFORCEMENT OFFICER HAVE REVIEWED AND APPROVED
THE INSTALLATION OF ALL APPLICABLE EROSION AND 5EDIMENT CONTROL
MEA5URE5.
6. CONSTRUCTION DEBRIS (I.E. RESULTING FROM THE DEMOLITION OF THE
EXISTING DWELLING5 ON THE PROPERTY AND INCLUDING STUMPS AND/OR
BRANCHES) SHALL BE REMOVED TO AN AREA APPROVED, IN ADVANCE, 8Y THE
MONTVILLE ZONING ENFORCEMENT OFFICER AT A LOCATION WHICH 15 REMOVED
FROM THE PROJECT SITE. IN NO EVENT SHALL 5TUMP5 OR CONSTRUCTION
DEBRIS 8E BURIED ON SITE.
7. ALL EROSION AND 5EDIMENT CONTROL MEASURES SHALL BE INSPECTED AT
LEA5T TWICE WEEKLY WHILE CONSTRUCTION 15 ONGOING AND AFTER EVERY
STORM EVENT RESULTING IN THE DEPOSITION OF IN EXCESS OF ONE-TENTH
OF ONE (0.10") INCH OF PRECIPITATION AND REPAIRED AND MAINTAINED AS
NECESSARY.
6. IF ANY EROSION AND SEDIMENT CONTROL MEASURE FAiL5 OR I5 NOT
INSTALLED OR MAINTAINED IN ACCORDANCE WITH THE EROSION CONTROL PLAN
OR THE DIRECTIVES OF THE MONTVILLE. WETLANDS ENFORCEMENT OFFICER OR
THE MONTVILLE ZONING ENFORCEMENT OFFICER ENUNCIATED AT THE
PRECON5TRUCTION MEETING, THE APPLICANT SHALL BE REQUIRED TO CEA5E
ALL CONSTRUCTION ACTIVITIES WITH RESPECT TO THE DEVELOPMENT OF THE
PROPOSED GASOLINE/CONVENIENCE STORE FACILITY UNTIL SUCH TIME AS SAID
EROSION AND 5EDIMENT AND CONTROL MEASURES HAVE BEEN INSTALLED IN
ACCORDANCE WITH THE EROSION CONTROL PLAN AND/OR THE DIRECTIVES OF
THE MONTVILLE. WETLANDS ENFORCEMENT OFFICER OR THE MONTVILLE ZONING
ENFORCEMENT OFFICER AND APPROVAL OF THE SAME HAS BEEN CERTIFIED, IN
WRITING, BY THE MONTVILLE WETLANDS ENFORCEMENT OFFICER AND THE
MONTVILLE ZONING ENFORCEMENT OFFICER.
9. OURING THE STABILIZATION PERIOD (AFTER CONSTRUCTION HAS BEEN
COMPLETED, BUT PRIOR TO CERTIFICATION OF APPROVAL THEREOF BY THE
MONTVILLE WETLANDS ENFORCEMENT OFFICER AND THE MONTVILLE ZONING
ENFORCEMENT OFFICER FOR REMOVAL OF EROSION AND SEDIMENT CONTROL
MEASURES) ALL EROSION AND 5EDIMENT CONTROL MEASURES 5HALL 8E
MAINTAINED IN PROPER WORKING ORDER AND CONDITION. UNLESS NOTICE
OTHERWISE 15 PROVIDED TO THE MONTVILLE WETLANDS ENFORCEMENT OFFICER
AND THE MONTVILLE ZONING ENFORCEMENT OFFICER, A5IF CHOUDHRY, 96
ROUTE 32, FRANKLIN, CONNECTICUT 06254, (660) 267-7161,
A5IFMAN500OGMAILCOM SHALL BE THE RESPONSIBLE PARTY FOR COMPLIANCE
WITH ALL EROSION AND 5EDIMENT CONTROL MEA5URE5 AND REQUIREMENTS iN
CONJUNCTION WITH CONSTRUCTION ACTTIS THE PROPERTY. ALL EROSION
AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED, MAINTAINED
AND/OR REPAIRED, AS NECESSARY, AS SET FORTH ABOVE.,
10. SUBJECT TO PERMITTING REQUIREMENTS, IT I5 ANTICIPATED THAT THE
CONSTRUCTION OF THE PROPOSED GA50UNE./CONVENIENCE STORE FACILITY
SHALL COMMENCE IN THE SPRING OF 2020. IT I5 FURTHER ANTICIPATED THAT
PROJECT CONSTRUCTION COMPLETION WILL OCCUR BY THE FALL OF 2020.
11. DURING THE STABILIZATION PERIOD, ANY EROSION WHICH OCCURS SHALL BE-
IMMEDIATELY EIMMEDIATELYREPAIRED8YTHEAPPLICANT, RESEEDED WITH THE 5EEOING
MIXES SET FORTH IN THE CONSTRUCTION 5EQUENCiNG SECTION OF THIS
NARRATIVE AND RE -STABILIZED.
12. ONCE COMPLETE 51TE STABILIZATION HAS BEEN ACHIEVED, AND CERTIFICATION
THEREOF OBTAINED, IN WRITING, FROM THE MONTViLLE WETLANDS
ENFORCEMENT OFFICER AND THE MONTVILLE ZONING ENFORCEMENT OFFICER,
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED BY THE
APPLICANT.
CONSTRUCTION SEQUENCING
1. THE APPLICANT SHALL CLEAR THE AREA FOR SITE DEVELOPMENT. NO
GRUBBING SHALL OCCUR UNTIL SUBSEQUENT TO THE INSTALLATION AND
INSPECTION OF EROSION AND SEDIMENT CONTROL MEASURES.
2. THE APPLICANT SHALL INSTALL SILT FENCE AROUND THE ENTIRE DOWN
GRADIENT AREA OF THE CONSTRUCTION 51TE IN THE LOCATION DEPICTED ON
THE EROSION CONTROL PLAN. THE SILT FENCE SHALL BE IN5TALLEO iN
ACCORDANCE WITH THE "SILT FENCE" DETAIL DELINEATED ON SHEET 3 OF 11
OF THE PROJECT PLANS.
3. THE APPLICANT SHALL REMOVE SURFACE 50iL AND INSTALL AN ANTI -TRACKING
APRON AT THE CONSTRUCTION INTERFACE OF THE ACCESS ROAD TO THE
PROPERTY WITH THE HARTFORD -NEW LONDON TURNPIKE (CONNECTICUT ROUTE
65), CONSTRUCTED IN ACCORDANCE WITH ;THE ."ANTI -TRACKING PAD DETAIL'
AS DEPICTED ON SHEET 5 OF 11 OF THE -PROJECT PLANS.
4. UPON COMPLETION OF INSTALLATION OF EROSION AND SEDIMENT CONTROL
MEASURES, THE APPLICANT SHALL CONTACT THE MONTVILLE WETLANDS
ENFORCEMENT OFFICER AND THE MONTVILLE. ZONING ENFORCEMENT OFFICER
TO PERFORM AN INSPECTION OF THE INSTALLATION OF EROSION AND
SEDIMENT CONTROL MEASURES. IN NO EVENT SHALL DEMOLITION ACTIVITIES OR
MA55 SOIL DISTURBANCE ANO/OR GRUBBING OCCUR ON THE PROJECT 5ITE
UNTIL SUCH TIME AS THE INSTALLATION OF EROSION AND SEDIMENT CONTROL
MEASURES HAS BEEN APPROVED BY THE MONTVILLE WETLANDS ENFORCEMENT
OFFICER AND THE MONTVILLE ZONING ENFORCEMENT OFFICER.
5. THE APPLICANT'5 CONTRACTOR SHALL DISCONNECT ALL UTILITY 5Y5TEM5 FROM
THE EXISTING DWELLING HOUSES LOCATED ON THE PROPERTY. DEMOLITION
ACTIVITIES SHALL ONLY OCCUR BETWEEN THE HOURS OF 7:00 A.M. AND 5:00
P.M. ON MONDAY THROUGH FRIDAY, EXCLUOING ANY HOLIDAYS RECOGNIZED IN
THE STATE OF CONNECTICUT. SECURITY FENCE SHALL BE MAINTAINED AROUND
THE DEMOLITION AREA UNTIL DEMOLITION HAS BEEN COMPLETED AND CELLAR
HOLES OR OTHER OBVIOUS HAZARDS HAVE BEEN REMOVED. UPON
COMPLETION OF DEMOLITION, SECURITY FENCING SHALL BE REMOVED.
6. UPON APPROVAL OF THE INSTALLATION OF EROSION AND SEDIMENT CONTROL
MEASURES, THE TWO (2) EXI5TING SINGLE FAMILY DWEWNG HOUSES LOCATED
ON THE PROPERTY SHALL 8E DEMOLISHED WITH CONSTRUCTION EQUIPMENT.
ALL CONSTRUCTION DEBRIS GENERATED FROM THE DEMOLITION OF THE
DWELLING HOUSES SHALL BE LOADED INTO DUMP5TER5 AND REMOVED FROM
THE PROPERTY TO AN AUTHORIZED RECEIVER OF CONSTRUCTION DEBRIS.
7. THE NORTHEASTERLY AND EASTERLY PERIPHERY OF THE IMPROVED PROJECT
SITE WILL BE RETAINED, EFFECTIVELY SEGREGATING THE IMPROVED PROJECT
SITE VERTICALLY FROM THAT PORTION OF THE UPLAND REVIEW AREA BELOW
THE BASE OF THE RETAINING WALL ADJACENT TO THE WETLAND SYSTEMS .
DEPICTED BY WETLAND FLAG5 1-6 AND 1-13 AS DEPICTED ON THE 51TE
DEVELOPMENT PLAN. THE APPLICANT'5 CONTRACTOR SHALL STRIP THE
SURFACE SOIL FROM THE AREA FOR THE CONSTRUCTION OF THE RETAINING
WALL TO A DEPTH AT WHICH STRUCTURAL MATERIAL HAS BEEN ENCOUNTERED
IN ORDER TO SUPPORT THE CONSTRUCTION OF THE RETAINING WALL THE
RETAINING WALL CONCRETE FOOTING SHALL BE FORMED AND POURED IN
PLACE. ONCE THE FOOTING HAS CURED, FORMS SHALL BE REMOVED AND THE
CONCRETE RETAINING WALL SHALL BE FORMED AND POURED IN PLACE_
FOOTING WALL CONSTRUCTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH
THE "RETAINING WALL CR055 5ECTION" DETAIL DELINEATED ON 5HEET 4 OF
11 OF THE PROJECT PLANS. THE INSTALLATION OF THE RETAINING WALL
SHALL EFFECTIVELY 5EGREGATE THE CONSTRUCTION SiTE FROM THE WETLAND
SYSTEMS LOCATED TO THE NORTHEAST AND NORTH OF THE IMPROVED
PROJECT SITE AS WELL AS FROM THE UPLAND REVIEW AREA ADJACENT TO
SUCH WETLAND SYSTEMS LOCATED SOUTHWESTERLY AND SOUTHERLY OF SAID
WETLAND SYSTEMS.
6. SURFACE 501L STRIPPED FROM THE PROJECT SITE SHALL BE STOCKPILED IN
A SURFACE 501L STOCKPILE AREA AS DEPICTED ON THE EROSION CONTROL
PLAN. SURFACE SOIL STOCKPILES SHALL HAVE A SLOPE NOT EXCEEDING 4:1,
AND SHALL 8E STABILIZED BY SEEDING WITH A PERENNIAL RYEGRA55 MIX AND
MULCH. THE PERENNIAL RYEG9A55 MIX SHALL 8E APPLIED AT A RATE OF 40
POUNDS PER ACRE. MULCH SHALL BE APPLIED AT THE RATE OF 60 POUNDS
PER 1,000 SQUARE FEET, AND SHALL BE SPREAD BY HAND OR WITH A
MULCH BLOWER. SILT FENCE OR STAKED HAY BALES SHALL BE INSTALLED
ALONG THE DOWN GRADIENT PERIPHERY OF EACH SURFACE SOIL STOCKPILE
LOCATION.
9. THE APPLICANT'S CONTRACTOR SHALL INSTALL THE RIP RAP PREFORMED
SCOUR HOLE OUTLET TO ACCOMMODATE THE 015CHARGE OF 5TORMWATER
FROM THE UNDERGROUND 5TORMWATER DETENTION SYSTEM. THE PREFORMED
SCOUR HOLE SHALL 8E CONSTRUCTED IN ACCORDANCE WITH THE "PLUNGE
POOL" DETAIL AS DEPICTED ON SHEET 5 OF 11 OF THE PROJECT PLANS.
10. THE 5TORMWATER OUTLET PIPE AND) FLARED END SECTION SHALL 8E
INSTALLED TO INTERCONNECT THE SUBSURFACE 5TORMWATER DETENTION
SYSTEM WITH THE RiP RAP PREFORMED SCOUR HOLE OUTLET PROTECTION
ACCORDING TO DETAIL INSTALL DETENTION POND OVERFLOW TEMPORARY
SEDIMENT TRAP BERM IN LOCATION SPECIFIED ON PLAN AS SHOWN ON
DETAIL . '
11. THE SUBSURFACE 5TORMWATER DETENTION SYSTEM SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROJECT PLANS AS WELL AS OTHER SUBSURFACE
INSTALLATIONS DEPICTED ON THE SITE DEVELOPMENT PLAN INCLUDING, BUT
NOT LIMITED TO, UNDERGROUND FUEL STORAGE TANKS AND ASSOCIATED
PIPING AND CONTAINMENT SYSTEMS AS WELL AS 5TORMWATER DRAINAGE AND
TREATMENT SYSTEMS INCLUDING, BUT NOT LIMITED TO, THE TWO OIL WATER
SEPARATORS . INCORPORATED INTO THE 5TORMWATER TREATMENT TRAIN FOR
THE PROJECT. SU85URFACE INSTALLATION SHALL BE INSTALLED AS COMPACTED
FILL 15 BEING PLACED ON THE PROJECT SIDE OF THE RETAINING WALL,
SEQUENTIALLY AS COMPACTED STRUCTURAL MATERIAL 15 PLACED TO THE
ELEVATION AT WHICH SUCH INSTALLATIONS ARE TO OCCUR AS DEPICTED ON
THE SITE DEVELOPMENT PLAN.
12. BUILDING CONSTRUCTION AND OTHER 51TE DEVELOPMENT, INCLUDING THE
INSTALLATION OF FUELING ISLANDS AND OTHER STRUCTURES SHALL PROCEED.
SEQUENTIALLY, THE 5U85URFACE 5TORMWATER COLLECTION SYSTEM SHALL BE
INSTALLED. AS CATCH BASINS ARE INSTALLED iN CONJUNCTION WITH THE 51TE
DEVELOPMENT OF THE PROPERTY, SILT SACKS OR THEIR EQUIVALENT SHALL
BE INSTALLED IN EACH CATCH BASIN IN ORDER TO PREVENT THE
INTRODUCTION OF SEDIMENT FROM AN UN5TABILIZEO 51TE INTO THE
5TORMWATER COLLECTION, STORAGE AND DI5CHARGE SYSTEM.
13. THE NORTHWESTERLY PORTION OF THE PROJECT 51TE SHALL BE GRADED IN
ACCORDANCE WITH THE SITE DEVELOPMENT PLAN.
14. THE NORTHWESTERLY EMBANKMENT SLOPE SHALL BE STABILIZED BY
SPREADING STOCKPILED SURFACE SOIL AT A THICKNESS OF NOT LE55 THAN
4". AREAS TO BE SEEDED WILL BE PREPARED BY SPREADING GROUND LIME
STONE EQUIVALENT TO 50% CALCIUM PLUS MAGNE5IUM OXIDE APPLIED AT A
RATE OF 50 POUNDS PER 1,000 SQUARE FEET. FERTILIZER (10-10-10) 15
TO BE APPLIED AT A RATE OF 7.5 POUNDS PER 1,000 SQUARE FEET.
FOLLOWING THE INITIAL APPLICATION OF LIME AND FERTILIZER, THERE ARE TO
BE NO PERIODIC APPLICATIONS OF LIME AND FERTILIZER.
15. THE NORTHERLY EMBANKMENT SLOPE SHALL BE STABILIZED 8Y THE
INSTALLATION OF NORTH AMERICAN GREEN 5150 OR APPROVED EQUAL
EROSION CONTROL BLANKET INSTALLED IN ACCORDANCE WITH THE EROSION
CONTROL BLANKET SLOPE INSTALLATION DETAIL AS DEPICTED ON SHEET 5 OF
10 OF THE SITE DEVELOPMENT PLAN.
16. THE MANEUVERING AISLES AND PARKING AREAS SHALL 8E PREPARED FOR
BEARING COAT APPLICATION BY IN5TALUNG NOT LE55 THAN 12" OF
COMPACTED BANKRUN GRAVEL 5U88A5E, COVERED BY NOT LE55 THAN 6" OF
COMPACTED PROCESSED GRAVEL BASE MATERIAL AND THEREAFTER FINISHED
WITH A 2 COAT APPLICATION OF 3" OF COMPACTED CLA55 2 BITUMINOUS
CONCRETE PLACED iN 1.5" LIFTS IN ACCORDANCE WITH THE BITUMINOUS
PAVEMENT DETAIL DELINEATED ON SHEET 7 OF THE i l OF THE PROJECT
PLANS.
17. BITUMINOUS CONCRETE UP CURBING SHALL BE INSTALLED iN THE AREAS
DEPICTED ON THE SITE DEVELOPMENT PLAN.
18. DISTURBED AREAS OF THE SITE NOT PROPOSED FOR PAVEMENT, AND SPECIFICALLY
EXCLUDING THE NORTHWESTERLY EMBANKMENT SLOPE, SHALL BE STABILIZED BY
5PREADING STOCKPILED SURFACE 50IL OVER THE5E AREAS AT A THICKNESS OF NOT LE55
THAN 4". THESE AREAS SHALL 8E PREPARED FOR SEEDING BY 5PREADING GROUNO LIME
STONE EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE APPLIED AT A RATE OF 50
POUNDS PER 1,000 SQUARE FEET. FERTILIZER (10-10-10) I5 TO BE APPLIED AT A RATE
OF 7.5 POUNDS PER 1,000 SQUARE FEET. FOLLOWING THE INITIAL APPLICATION OF LIME
AND FERTILIZER, THERE ARE TO BE NO PERIODIC APPLICATIONS OF LIME AND FERTILIZER.
THESE AREAS WILL BE SEEDED WITH A 5EEDING MIX OF KENTUCKY BLUEGRA55 APPLIED
AT A RATE OF 100 POUNDS PER ACRE, CREEPING RED FESCUE APPLIED AT A RATE OF
100 POUNDS PER ACRE AND PERENNIAL RYEGRA55 APPLIED AT A RATE OF 20 POUNDS
PER ACRE FOR A TOTAL APPLICATION OF 220 POUNDS PER ACRE. A HYDR05EF-D MiX
U51NG COMPARABLE CULTIVARS SHALL BE A 5UITABL.E SUBSTITUTE. IN THE EVENT THAT A
HYDROSEEO MIX 15 NOT UTILIZED, AFTER SEEDING, THE AREAS 5EEDED SHALL BE
STABILIZED WITH HAY MULCH IMMEDIATELY APPLIED AT A RATE OF 70 POUNDS PER 1,000
SQUARE FEET AND ANCHORED BY TRACKING. SEEDING SHALL ONLY OCCUR BETWEEN APRIL
15 AND JUNE 15 AND AUGUST 15 TO OCTOBER I.
19. ONCE ALL 015TURBED AREAS HAVE BEEN THOROUGHLY STABILIZED, EROSION AND SEDIMENT
CONTROL MEASURES SHALL 8E REMOVED, INCLUDING THE REMOVAL OF ALL SILT SACKS
FROM CATCH BASINS WITHIN THE PROJECT AREA.
MAINTENANCE SCHEDULE
THE APPLICANT INCORPORATES THE FOLLOWING MAINTENANCE 5CHEDULE INTO ANY PERMIT OR
LICENSE GRANTED 8Y THE MONTVILLE INLAND WETLANDS AND WATERCOURSES COMMISSION
iN CONJUNCTION WITH THE DEVELOPMENT, USE OR OPERATION OF THE PROPOSED
GASOLINE/CONVENIENCE STORE FACILITY LOCATED AT 1499 AND 1505 HARTFORD -NEW
LONDON TURNPIKE (CONNECTICUT ROUTE 65) IN ORDER TO INSURE THAT THE
5TORMWATER COLLECTION AND WATER QUALITY MEASURES INCORPORATED INTO THE
PROJECT DESIGN COMPLY WITH OR EXCEED THE 2004 WATER QUALITY GUIDELINES
PROMULGATED BY THE STATE OF CONNECTICUT DEPARTMENT OF ENERGY AND
ENVIRONMENTAL PROTECTION ARE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT.
CONSTRUCTION PERIOD MAINTENANCE.
1. SILT FENCE AND/OR WOOD CHIP BERMS SHALL BE INSPECTED IN ACCORDANCE WITH THE
GENERAL PROCEDURES SECTION OF THI5 NARRATIVE AND REPAIRED AND MAINTAINED AS
NECESSARY. AT ANY TIME THAT 5EDIMENT REACHES 1/3 THE HEIGHT OF THE SILT FENCE
OR THE WOOD CHIP BERM, THE 5EDIMENT SHALL BE REMOVED AND UTILIZED AS 51TE FiLL
IN FiLL AREAS ON THE PROJECT SITE.
2. AS THE SUBSURFACE 5TORMWATER COLLECTION AND DETENTION SYSTEM IS BEiNG
INSTALLED, AND AS SITE FILL 15 BEING PLACED IN CONJUNCTION WITH THE GRADING OF
THE RETAINED PROJECT 51TE, THE 5TORMWATER COLLECTION AND DETENTION SYSTEM
SHALL BE INSPECTED AFTER EACH STORM EVENT RESULTING IN THE DEP05MON OF IN
EXCESS OF 0.10" OF PRECIPITATION AND CLEANED A5 NECESSARY.
3. SILT SACKS SHALL BE INSPECTED WEEKLY AND AFTER EVERY STORM EVENT RESULTING IN
THE OEP05ITION OF MORE THAN 0.10" OF PRECIPITATION AND CLEANED AS NECESSARY. IF
ANY INSPECTION DISCLOSES ANY BREACH IN A SILT SACK, THE SILT SACK SHALL BE
REPLACED IMMEDIATELY.
PERMANENT MAINTENANCE SCHEDULE
1. ALL PARKING A2EA5, ROADWAYS, SIDEWALKS, DRIVEWAYS AND OTHER IMPERVIOUS AREAS
OTHER THAN ROOFTOPS) SHALL BE SWEPT CLEAN OF SAND, LITTER AND OTHER POSSIBLE
POLLUTANTS TWICE EACH YEAR, ONCE BETWEEN NOVEMBER 14 AND DECEMBER 15 (AFTER
LEAF FALL HAS CONCLUDED) AND ONCE DURING THE MONTH OF APRIL (AFTER THE
P0551BILiTY OF FURTHER SANDING HAS ENDED). ALL MATERIAL ACCUMULATED AS A RESULT
OF THE SWEEPING ACTIVITIES SHALL BE DI5P05ED OF IN ACCORDANCE WITH LAW.
2. ALL CATCH BASIN SUMPS SHALL BE INSPECTED THREE (3) TIMES ANNUALLY AND CLEANED
WHEN THE LEVEL OF SEDIMENT REACHES ONE (11 FOOT BELOW THE INVERT OF THE
DI5CHARGE PIPE FROM THE CATCH BASIN. ANY REMOVED 5EDIMENT SHALL BE TREATED AS
REGULATED WA5TE AND DISPOSED OF iN ACCORDANCE WITH LAW BY A DULY AUTHORIZED
REGULATEO WASTE HAULER.
3. EACH OIL WATER SEPARATOR SHALL BE INSPECTED THREE (3) TIMES ANNUALLY AND
CLEANED AS NECESSARY. ANY MATERIAL REMOVED FROM THE OIL WATER SEPARATORS
SHALL BE DISPOSED OF IN ACCORDANCE WITH LAW. THE OIL WATER SEPARATORS SHALL
BE CLEANED BY A LICENSED ENVIRONMENTAL WA5TE. MANAGEMENT COMPANY.
4. DURING THE FIRST TWO (2) YEARS 5U85EQUENT TO THE COMPLETION OF THE PROJECT,
AFTER EVERY STORM EVENT RESULTING IN THE DEPOSITION OF iN EXCESS OF 1" OF
RAINFALL, THE APPLICANT SHALL INSPECT THE NORTHWESTERLY EMBANKMENT SLOPE FOR
CHANNELIZATION. THEREAFTER, AFTER EACH STORM EVENT EQUALING OR EXCEEDING THE
TWO (2) YEAR STORM EVENT, THE APPLICANT SHALL INSPECT THE NORTHWESTERLY
EMBANKMENT SLOPE FOR CHANNELIZATION. IF CHANNELIZATION I5 OCCURRING, THE
APPLICANT SHALL IMMEDIATELY RETAIN THE SERVICES OF A CERTIFIED SOIL AND EROSION
CONTROL 5PECIAU5T iN ORDER TO DE51GN REMEDIAL MEASURES TO DIFFUSE THE FLOW
CAUSING THE CHANNELIZATION AND SHALL FORTHWITH IMPLEMENT THE REMEDIAL MEASURES
DESIGNED BY THE SOIL AND EROSION CONTROL 5PECiALI5T.
5. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE TOWN OF MONTVILLE INLAND
WETLANDS AND WATERCOURSES COMM155ION A5 WELL AS THE CITY OF NEW LONDON
WATER POLLUTION CONTROL AUTHORITY WITHIN TEN (10) DAYS 5U85EQUENT TO THE DATE
OF COMPLETION THEREOF.
6. DRAINAGE AND OTHER PAVED AREAS. AFTER THE COMMENCEMENT OF COMMERCIAL
OPERATIONS, THE OWNERS SHALL INSPECT THE SITE ON A REGULAR BA515 NOT TO
EXCEED WEEKLY FOR THE PRESENCE OF LITTER AND DEBRIS. ALL LITTER AND DEBRIS
SHALL 8E PICKED UP ANO PROPERLY DISPOSED OF. ALL PAVED AREAS AND SIDEWALKS
SHALL BE SWEPT AT LEAST TWICE A YEAR, WITH THE FIRST SWEEPING OCCURRING AS
SOON AS POSSIBLE AFTER THE FIRST SNOW MELT AND THE SECOND SWEEPING
OCCURRING SUBSEQUENT TO LEAF FALL BUT NO LATER THAN DECEMBER 15.
7. CATCH BA5IN 5UMP5. AFTER THE COMMENCEMENT OF COMMERCIAL OPERATIONS, CATCH
BA5IN SUMPS SHALL BE INSPECTED ON A SEMI-ANNUAL BASIS AND CLEANED WHEN THE
SUMP 15 ONE-HALF (1/2) FULL OF SILT AND/OR DEBRIS.
6. LANDSCAPED AREAS. LANDSCAPED AREAS 5HALL BE IN5PECTED 5EMI-ANNUALLY FOR
EROSION OR DYING VEGETATION. ANY DYING VEGETATION SHALL BE REPLACED DURING THE
GROWING SEASON AND ANY ERODING AREAS SHALL BE REPAIRED AND STABILIZED DURING
THE NEXT GROWING SEASON.
MAGDRT)rSi. iNA OM0
POLY FILM OR UNAO'
STUART J. FAIRBANK
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COt181Nt0 PROPERTIES HAVE BEEN DESIGNATED AS
20205
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III 'It 9.011Tr 65) 15 AN ARTERIAL HIGHWAY SYSTEM WITHIN THE
i/CFNSEP ''O
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F "10Ir) AN AREA OE51QNATF-D BY THE TOWN OF MONTVILLE
n„t1 At If) DEVELOPMENT AS AN AREA WHERE COMMERCIAL
A!/O,VAL 0AG\\'\
I
SEDIMENTATION AND ER05ION CONTROL MEASURE.5
1. CLEAR TREES, BRUSH FROM AREA TO BE GRADED.
2. INSTALL SILT FENCE EROSION BARRIER (SEE PLAN).
3. FiLL AND GRADE ONLY THO5E AREAS SHOWN ON PLAN.
4. REMOVE ALL STONES, STUMPS, ETC. FROM GRADED AREA, THEN PLACE
LOAM TO A DEPTH OF 4" OR MORE.
5. DURING 5EED BED PREPARATION, APPLY FERTILIZER AT THE RATE OF
7.5 LB5. PER 1000 SQUARE FEET U5ING 10-10-10 OR EQUIVALENT.
6. SEED ALL EXPOSED AREAS WITH THE FOLLOWING 5F -ED MIXTURE:
KENTUCKY BLUEGRASS 2.25 L85/1000 5Q. FT.
CREEPING REO FESCUE 2.25 L55/1000 50. FT.
PERENNIAL RYEGRA55 .50 LB5/ 1000 SQ. FT.
7. AFTER SEEDING, MULCH SHOULD BE APPLIED TO EXP05ED AREAS. 5TRAW
AND HAY MULCHES REQUIRE ANCHORING. THI5 MAY BE ACCOMPLISHED BY
THE USE OF A MULCHING ANCHORING TOOL, LIQUID MULCH BINDER, OR BY
DRIVING TRACKED EQUIPMENT UP AND DOWN THE SLOPE KEEPING THE
TRACK CLEATS PERPENDICULAR TO THE SLOPE.
6. WHERE VEGETATIVE COVER HAS NOT BEEN E5TABU5HED PRIOR TO
OCTOBER 30, APPLY JUTE MESH AS PER CONNECTICUT GUIDELINE.5 FOR
501L EROSION AND 5EDIMENT CONTROL.
9. ALL INSTALLED SEDIMENTATION AND EROSION CONTROL MEA5URE5 MUST
BE MAINTAINED UNTIL THE AREA 15 ESTABLISHED. INSPECTIONS SHOULD
BE MADE AT LEAST ONCE A WEEK AND AFTER EACH RAIN.
BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL LAND & MARINEPURPOSESONLYANDARENOTTOBECONSTRUEDASBEINGACCURATELYLOCATEDOR
DEPICTED.
11;`' ., ;
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02019 - ANGUS McDONALD /GARY SHARPE &ASSOCIATES, INC. V r i- +F'g
FINTHESEDRAWINGSARETHEPROPERTYOFANGUSMCDONALD/GARY SHARPE & ASSOCI- Ali ?spa C
ATES, INC. AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT t 2 .4 T
OR PROPERTY, THEY ARE NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY W ,
OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESS WRITTEN W z 71r
CONSENT OF ANGUS MCDONALD/GARY SHARPE & ASSOCIATES, INC. Z i_, I . : -< A
i5... 2......'A
THE WORD "CERTIFY", AS USED IS UNDERSTOOD TO BE AN EXPRESSION OF PROFES- ( .--_ j,,; r.1T Z
SIGNAL OPINION BY THE ENGINEER OR SURVEYOR. IT IS A DECLARATORY STATEMENT
y T-:-R C) WHICH IS BASED ON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT Z ?' ",` t,t. "';.'. „- ,i-., ,, ,,,
CONSTITUTES NEITHER GUARANTEE NOR WARRANTY, EXPRESSED OR IMPLIED, OF ANY W '
INFORMATION CONTAINED HEREON. NO CERTIFICATION IS EXPRESSED OR IMPLIED ON ANY I ° r c I 1z
II
ORIGINAL OR ANY DUPLICATE OF THIS PLAN UNLESS IT BEARS AN ORIGINAL STAMP OR -, 4 '
SEAL AND ORIGINAL SIGNATURE OF THE INDIVIDUAL WHOSE REGISTRATION NUMBER P LAN N I N GAPPEARSHEREON.
DELINEATTI,r1 '" ' ,F_A51f,LE AND PRUDENT ALTERNATIVES
Ira II IF • _ • I I 11-01' THE TOWN OF MONTVILLE INLAND WETLANDS AND
WATEP.COI 11`__'If " I' !T`,5inr 1 OEEM5 THE PROPOSED DEVELOPMENT of THE
GA50LlrJr_ c I ,t I . F t Ht! II F 511`017F FACILITY AS DELINEATED ON THE 5ITE
OEVELOF'tIf'"! '' "F! " AN ACTIVITY WHiCH COULD HAVE A SIGNIFICANT IMPACT
ON WETI_Atlr" ^II'' +.IATFP_COIJ95E5, IT 15 THE OBLYaATION OF THE APPLICANT TO
DEr1ON5TP.1 i r 'tj, i 10NT\/R_LE INLAND WETLANDS AGENCY THAT NO FEASIBLE
AND PRI10PHT ', IF1,IrATNF_ t'_XI5T5 TO THE PROPOSED REGULATED ACTIVITIES
WHiCH THF )"-"I* "IT IrITEN05 TO CONDUCT IN UPLAND REVIEW AREAS ADJACENT
TO WET011r.'S I" "r rrl lrlCTiON WiTH THE DEVELOPMENT, USE AND OPERATION OF
THE FR0Jr' T.
P' Flt ! ' Ir'1'0Nr1tCTICUT GENERAL STATUTES §22A-36(17) "FEASIBLE"
MEANS DC•! r i, `r ,:0115T91,ICTED OR IMPLEMENTED CONSISTENT WITH SOUND
ENGINEERitII; "'T"I it- I.F",. A5 DEFINED IN §22A-36(18) OF THE CONNECTICUT
GEN EPAL "IATUiF F'PUDC.r11 MEANS ECONOMICALLY OR OTHERWISE REASONABLE
iN LIGHT ,r i1'` =,OCIAL. BENEFITS TO BE DERIVED FROM THE PROPOSED
P_EGULATFr` A171"!r, F'pOVIOE.r' C05T MAY 8E CONSIDERED IN OECIDING WHAT i5
PP.UDENT `!If) F ! 1r" I I-iF_P PP_OVIDEO A MERE SHOWING OF EXPENSE WILL NOT
NECF55ACII 'Al". `t) ALTEPHATiVE I5 IMPRUDENT.
C'rt'FIF""" IN THE APPLICATION TO THE MONTVILLE INLAND WETLANDS
AND 'dATE(^' '" ir' COMM155ION, THE PROJECT SITE, FOR DEVELOPMENT, WiLL
PEQI!irF- i I -{F ' ''I !r.tr IATiON OF TWO (2) EXISTING SEPARATE AND DISTINCT TRACTS
OP r,PCEI_ I.•Atfr), COMMONLY KNOWN AND DESIGNATED AS 1499
HAP_TF"PD-i1r1,, I'I'r'tl TIJPtIPiKE OWNED OF RECORD BY A5iF CHOUDHRY AND
1505 F1AP_1F<'r'' ""-, I,.'NDOI`I TURNPIKE OWNED OF RECORD BY DEER RUN
5TABI_F.. LU, "I "' ^I'r.FL5 'ONTAIN APPROXIMATELY 1 ACRE iN 51ZE. MUNICIPAL
WATE.P. AND t t"'T• 11"I 5F.WEP ARE NOT AVAILABLE. TO F05TE-1 DEVELOPMENT IN
THE Cnr1t)r- IT"' r,.'IiF ,F CORP.100R.
1,1: r'FP!I T, 11 IHF. 517E DEVELOPMENT PLAN, NEARLY 50% OF THE
EAST Er.1., rnPl r' FrICUMT3EP_ED BY INLAND WETLAND SOILS. iN ADDITION, THE
N0gTr!V,r.-rrr.1. r -r? or THE WESTERLY PARCEL I5 ALSO ENCUMBERED 8Y
IrILAtII' \:1Pi1,01"")I rtJPSUANT TO THE ZONING REGULATIONS AND ZONING
MAF rr'OrIUt.I •' 1 P " F',Y THr TOWN OF MONTVILLE PLANNING AND ZONING
COMt1155111", t"r -.r COt181Nt0 PROPERTIES HAVE BEEN DESIGNATED AS
PP_OFFPTir.=, -11,f, FnP r'OMMERCiAL USE. THE HARTFORD -NEW LONDON
TUPtIPIr r I' I,",I,' III 'It 9.011Tr 65) 15 AN ARTERIAL HIGHWAY SYSTEM WITHIN THE
TOWN "r t t ,.,, r F "10Ir) AN AREA OE51QNATF-D BY THE TOWN OF MONTVILLE
PI1'J•1 OF , I !- •' I n„t1 At If) DEVELOPMENT AS AN AREA WHERE COMMERCIAL
OEVFLortir-_w ''I" P,F. ENCOURAGED.
r.OtirlTf.' "I t ,' U)Pr1Er1T ON THE EASTERLY PARCEL, IN AND OF ITSELF, i5
NOT rr_A.S!I"' r TO THF' LIMITED AREA OF THE SITE AVAILABLE FOR
oEVEr_(trI Ir t I T "T11 11T iNCUPPNG DIRECT IMPACTS TO THE INLAND WETLAND
5Y5TFti 1111 'r"' THF r10PTHERLY AREA OF THAT LOT. iT 15 ONLY BY
COr1I ir)]t!'. 1!1,' ". I "TS (HTOONESINGULARTRACTORPARCELOFLANGTHAT
COt1t1CFr_T^l " r'' I'11FrIT BECOMES FEASIBLE GMNG DUE CONSIDERATION TO
THE FAJ 'T IIT ! t- t IFr.F55^QY FOR THE SITE TO ACCOMMODATE AN ON-51TE
5ErTT1_ `I" -,r''' "1 1 ""TnF.,LF WATER SUPPLY WELL WHICH CONFORMS TO THE
REQUIPFI'I"" . ll' r.()tJNF(:T1CUT PUBLIC HEALTH CODE.
IT !" t) 'r `' Ir !_E To F POPOSE DEVELOPMENT OF THESE PROPERTIES FOR
A U5F `.-01''I I 11•,T PERT-iiTTtD IN THE C-1 ZONING DISTRICT. IT 15 ONLY BY A
COti5IrdA,TT1,I' , r IIF TWO 51r.AQATE AND DISTINCT PARCELS THAT THE PARCELS
ATTAIN .'I`r1`IrtIT P0IID Arne. IN ORDER TO MAKE COMMERCIAL DEVELOPMENT
VIA,BIf. "IIF I I RIITFn AVAILABILITY OF UPLAND AREA ON THE COMBINED
FAP_CEL_`,. - ""I If 1711 TNF HEED TO ACCOMMODATE AN ON-SITE SUBSURFACE
5EWAGf. 1,1"'- " 1 TIH. F"TABLE WATER SUPPLY WELL AND PARKING, THERE
APE FES' ' "rt"°' SES WHICH ARE ECONOMICALLY VIABLE ON SUCH LIMITED
DEVELOrA.F,! F. ,' cF ' 11`?WEVFP. A GASOLINE/CONVENIENCE STORE FACILITY DOES
FIT AND III',, f_C(`I I' "11'.: VLA1zI1.TTY ON AN ARTERIAL ROAD. iT IS THE VERY TYPE
OF UNITE), 115r'. T I {' 1315 FPOPERTY WHiCH MEETS THE "PRUDENT" TEST. THE
APrU!:A111, IVI1.1 It- r.ON51111INQ ENGINEER AND ENVIRONMENTAL CONSULTANT,
HAVE F"OPt1I!LATF_-P 51TE PIM-LOPMENT METHODOLOGY WHICH RESULTS IN NO
DiRECi Tt!r".Ai I rI, til /910, WETLAND5 ON AND ADJACENT TO THE PROPERTY BEING
DEVflOrrr, T11F 11'1'"n ANT'5 ENGINEER HAS CONSIDERED OTHER DEVELOPMENT
MFTHn0-J_ ' ;rF A•5. F'' 1T NOT LIMITED TO, GRADING OF THE ENTIRE SITE
PATHFP T"^ F I ' I} nr!", THr. rIOPTHEA57ERLY PORTION OF THE SITE. HOWEVER,
ALL r..'T1TF(r'r " I "IFi'T fir-1H000LOGIE5 WOULD RESULT IN DIRECT IMPACTS TO
INIArI!, W!, ;l "I'•
F_) < 4 , I ' i, IIt'1 . T14E Ii-iPPOVED 51TE, THE APPLICANT'S ENGINEER HAS
EFr"ECTNE I r ' r ' ', Ik T ED THE DEVELOPED AREA, BOTH DURING CONSTRUCTION,
AND AFTFI I ,,Lir I r rTl)H OF CONSTRUCTION DURING COMMERCIAL OPERATION,
FP.Orl T'!r •,ri I A I r'II k,'FTLAM) 5Y5TEM5 TO THE NORTHEAST AND NORTH. THE
RETAii II'r 1 r ,r .,'r ! „r jl, vi T 5ITE WILL BE VERTICALLY AT AN ELEVATION 6' OR MORE
HiGFIFP T11.'rI nI,T • f THE A.OJACENT WETLAND SYSTEMS AND THE SITE WILL BE
GP_ADFC' iII Of -!'r r ,,' PREVENT FLOW OF UNTREATED 5TO12MWATF-R OFF OF THE
iMFPr'"F_[? PP" Tr I =iTE To THE ADJACENT WETLAND SYSTEM. THE 5TORMWATER
COLLECTION "„ . T F I I iNCOPrO ATE5 INTO THE TREATMENT TRAIN FOR THE
5TOPt iWA.TER -11p", nra THE 51TE THREE 5EPARATE AND DISTINCT
METHer)nLOGiE', ' CCCMP!.15H STORMWATER TREATMENT. FIRST, ALL CATCH
BA511`45 irV'nPT1 - r T F 11 INTO THE PROJECT DESIGN WILL NAVE DEEP SUMPS TO
CAF'T,1Pt ' ul'' -.ri,trtrrIT Atlr) OTHER DF -8215 AND RETAIN THE SAME iN THE
TPEATt1FtrT Tr^.r7I
e,_II'"' If FSIGt1 r.rigNEER HAS INCORPORATED INTO THE TREATMENT
TP",itl !%- I7' - 1' 0ATF9 1,rFAPATOR5 IN ORDER TO CAPTURE ANY POLLUTANTS
WI-1ICTI ri^ F'" : PILL ON THE PAVED PARKING AND MANEUVERING LANE
APE -Ac, I.'r Till r iECT `,iTE AND RETAIN THE SAME FOR DISPOSAL IN
ACCOPnAHI. 1. IIF riAlr•ITENANCE 5CHEDUI F. THIRD, THE DE51QN ENGINEER
HA5 r'! A!'r-I' !:, 11 PAP FPEFORMED SCOUR HOI FFOR 5TORMWATER DISCHARGE
I1•1 A. L!)r:ATt"" 411r 1' WILL ATTAIN VEGETATIVE TREATMENT OF THE D15CHARQED
5T0Pr1k"/A,TF1 `F`f_`- THE 5TORMWATER REACHES THE ADJACENT WETLANDS
5Y5TEr1. IT ,! Fr'' 1I r. r,r NOTFO THAT WHILE THE RIP RAP PREFORMED SCOUR
HO! -f-15 5PE.( IriF T'' f- i115TAI_LATION ADJACENT WESTERLY TO WETLAND FLAG 5,
THE DiPECTIUt' ''I I I''1 nF 5TORMWATER OUTLETTING THE RIP RAP PREFORMED
5COUP 1101-r5III l r IN rllr DIRECTION OF WETLAND FLAG 7-6, THEREBY
ATTAINftf( 5p;rlrrr T r;or,Orlr1 AND VEGETATION CONTACT BEFORE REACHING THE
WETI-fiND 5Y5TFt'
nP PFI ATEO POLLUTANTS TO THE ENVIRONMENT.
11 5HO' 11 , ' I ` BE t IOTED THAT THE REGULATIONS GOVERNING THE
ir,151f,J L'Tint) !'IF OF UNDERGROUND STORAGE TANKS AND THE PUMPING
Aran r"IF'111', ' I Ir,'I FUr1 F'PODUCT5 FROM THE UNDERGROUND STORAGE TANKS
TO THF "r' ' 1',FPS Ar REQUIRED TO CONTAIN REDUNDANT SAFEGUARD5
TO FPF"r t'' " t'r r"'t1TPnj_I_EO DI5CHARGE OF PETROLEUM PRODUCT TO THE
EIIVIPOr it lF r I • „ , ; rF,Tt U,, FAIT NOT LIMITED TO, THE REQUIREMENT THAT ALL
UNOEr.17-I"" '' ,'"r;E TA I11 r, BE DOUBLE WALLED WiTH INTERSTITIAL SENSORS
WHICH 1-'i' ` I ""'„1r1 THF 5"ISTEM IF THERE 15 A BREACH OF EITHER THE
iNNEP OC.' ' , i I A5 ',JELL AS AUTOMATED LEAK DETECTION 5EN5OR5 iN
THE FrPTtl . 'I 1_,FEN5!Nr, 5Y5TEM WHICH ACWN, WiH AUTOMATICALLY SHUT
THE , 5Y5 F r! F r ANY L f.AY. 15 DETECTED.
THE ;IF i •; • F TIIF rPOJECT, INCLUDING THE CONSTRUCTION OF THE
PPOJECT ' r"I'll- rIA•.i_!_ A,, THE FIRST ELEMENT OF CONSTRUCTION OF THE
FPOJECT ' 'IP. •* Ir Tn i`Cr1OLinON) EFFECTIVELY 5EG1ZEGATE5 THE IMPROVED
FP.OJECT .,T- TF!r Af-IJACENT WETLAND VERTICALLY DURING THE ENTIRE
CONSTPII': r1t1' ' I r ,-I, THE:PEBY PROVIDING A LEVEL OF PROTECTION WHICH
CANNOT r': r,>' iIIF UTIUZA11ON OF CUSTOMARY SOIL AND EROSION
CONTPOi_, - -; ' IF VEP_Ti(-AL 5EPARATION OF THE IMPROVED PROJECT SITE
MOM THF "-"^ , 1FTlAtll). AND THE CAPTURE OF 5TORMWATER RUNOFF ON
THE II!rrf' ' "' I 1-710N5 Or' THE PROJECT 5ITE, INCLUDING THE DIRECTION OF
THE ;Ar1r. "I "!7;11 CrO'Jtlr,`ANT STORMWATER TREATMENT TRAiN WILL PREVENT
THF, n!r, I' r_,t.r nr 'IrITP.FA,TED 5TORMWATER TO THE ADJACENT WETLAND
5Y5TE115 r!'!'II flit UTILIZATION OF REGULATORILY REQUIRED BEST
MAIln:",Fr1F,=t'! ' ' ^I TT1Frc FOP THE INSTALLATION OF PETROLEUM STORAGE ANO
015FEt15iDI r - T1 `TIES wTLI_ N5URE THAT THERE WILL BE NO DI5CHARGE OF
FETPr'I_r I I!' r 1 '"'1'75 nP PFI ATEO POLLUTANTS TO THE ENVIRONMENT.
ANGV M(,D0 .NAI,T)
SEDIMENTA LION AND EROSION CONTROL PLAN
S/TF DEVELOPMENT PLAN
PREPARED FOR
c,AI I Si IA a PI; DEER RUN STABLE. LLC
W S0CI ATI '\. INC. 1499 & 1505 HARTFORD NEW LONDON TURNPIKE
ziric'F lqe, OAKDALE11YON7WLE, CONNECTICUT
P.O. BOX e0nT WT F'oPT PpATt DATE: JULY 10, 2019 SCALE: 1"=20'
OLL SAi'RP.^^T`. I ^"-,IT, TIT aF^; DR'N DO'D CK'D APP'DTEL03,30) ,Inn ,r •, • , F"r,nj ?n3-10132
SHEET 4 of 11 IJOB NO. 186333
REVISIONS: 1/13/20 REVISED PER COMMENTS, 2-20-20 UPDATED,
2-27-20 PER TOWN PLANNER, 3-11-20, 2-10-21 UPDATED
C= 6'
35D=3'
iy.,, t `4.i ~.°Yj_,F}y.-,.. s.,_°;`:._'•., ^i.'^,.lr',.., f\\
A CULVERT END /I' '=``'` A
Sf'CNC.r" 'L:' P, ,••3;%'- .. ., .tttCC.'t.c.:a..:.,t,
T-1 {r • t;.1 . "'1 _ t . x "i . IN . (_i .,,,i I In CRO
E3:1 5IDE SLOPE
CULVERT END
a
3 3
4 :-1 F=0.5 5p=6" 1 d= 12
54
SILTATION CONTROL BARRIER
50IL STOCKPILE ---, /
PLAN VIEW
NOTE:
IF STOCKPILE 15 TO EXIST FOR MORE
THAN 15 DAYS, SURFACES SHALL BE SEEDED
WITH GRA55 MIXTURE FOR 5TABLIZATION.
5TOCKPILE 5ILTATION CONTROL
N.T.5.
N/F
MINER—DEER RUN. LLC
VOL 520 PG. 72
SEDIMENTATION
W/WooO
FJ k°34'41" E wF D CHRP
CHO El
5EE DETAIL)
CONC. MON. ID CONCRETE MONUMENT
M.S. EI
Z REPLACE TEMP.
WF I S SEDIMENTATION Vr
TH
U TRAP WITH
PT
PREFORMED
O
SCOUR HOLE
SEE DETAIL)
501L TYPE BOUNDARY
SOIL TYPE SYMBOL
FLARED END wr 4
r _ CTI — E ON 5EE5rr IN 0 E 5LMITLANWlk, LTAlr'r --- 31 .0TW95 Na -e iETEXTILEST:PARATI 5Gl -r-. fM VI1B13.0DORW9FIELDCON01T1NARANTW :. t , f0 IL •^ PROPOS 5 T ,' 0 OS 5 F I, PR ED LOP = x: ,.. A'.
150mm (6 1N.) GRANULAR FILL FOR >1 _:,, L ...., - „ Frr(CE W/WOOD e.i„' .. :, .1 ,,..,.-I ., i . OSECTIONAATOBeBESECURED ...._ v,» :. ; ,. ,,., . , kI- sFlDRIP t. . , +.. ..F. ODI EO/INTER E TATE RAP M xt „> qMBe 08 02 5FCHIPSD[STRI UTED P s10pEROSN . a- WITH - as, de. -
ER MONTVILLE a- ., :.,- _ :, .„t '.- Wim. M O NKCNTRLA ET500LB - 2. 8'A4r1r _ c1DD _ LAN WETLANDS F ,-. 1 rrrNn = z. r. FOR _ EN CE ENTM TLLENGTHCER .5FXU510E PIPE SPAN (NON CICLAR SECTON ) O
INSIDE PIPE DIAMETR (RCTAR SECONS -
r Q = _ w 208.0r.. , . NPLAEIPERISENONCIRCULARSECTIONS '.. , . .. .. .- -.,,,. ,. ., .,,. rs--.,.,,,. - - - R MAX INSIDE P ( ) W „- --' . : .. a 3., 8 1 .04,INSIDE PIPE DIAMETER 4RCLAR SECTIONS _ M,
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W.Q. WATER GATE APPEARS HEREON.
SIGNATURE OF THE INDIVIDUAL WHOSE REGISTRATION NUMBER REVISIONS: 2-20-20 UPDATED, 2-27-20 PER TOWN PLANNER, 3-11-20
7-7-20 ADD MONITOR WELL, 8-11-20 LPG TANK & GENERATOR, 10-21-20 REVISED EXITN.T.S. (NOT TO SCALE) - 11-11-20 ADD SIGNS & STRIPES
STANDARD "C -L" TOP
PLAN VIEW
CLA55 "K CONCRETE
POURED IN PLACE OR
to PRECAST CONCRETE to ;o
TH15 DIMENSION MAY BE
INCREASED TO 1 " AT THE
DIRECTION OF THE ENGINEER-
p to
z
F
5" o 055" r•NORMAL FINISHED CIRADINCI
I 13"MIN. GRAD1NC+ TO 8t VARIED
ADJACENT TO CATCH BASIN
b r• 2 1S/18- A5 DIRECTED
MAY REQUIRE SPECIAL ORDER
c
b 5te PLAN FOR MfRT5
PERCOLATION TEST DATA
PROPOSED
DATED: AUGUST 2019
DEPTH: 27"
BEGIN PRESOAK: 11:15
PRESOAK EMPTY: 11:25
PT I
EL=203.00
TIME: DROP:
11:20 71.
11:30 12"
11:32 15 1/4"
11:34 16 1/2"
11:36 17 1/2"
11:38 10 3/0'
11:40 DRY a 19 1/2"
PERCOLATION RATE= 2 MIN/INCH
r lV
APPLICATION RATE = 0.8 GAL/5F/DAY FOR FRANCHISE
PROPOSED
DATA
100
F77 GST 6218
DATE: 12/20/10
70-100
7 13/ltT
PRESENT: FERN TREMBLAY
EL=203.00
INSTALL 113 LF GEOMATfLIX G5T6210
7 13/l@' ".
ALM/GP5)
200
113 LF X 14 5F/LF = 1,5132 5F EFFECTIVE LEACHING AREA PROVIDED
2.50-2.5-
MICHAEL J. KIRBY, 25
1. JOINT SEALANT IS BUTYL RUBBER
1,500 GAL SEPTIC TANK REQUIRED AND PROVIDED
WATER, NO MOTTLING,
UNCA5 HEALTH DEPT.)
TH 11
N'' IN 5ANDY 5011.5
TOPSOIL
ML.55 CALCULATION
6-33"
0-6"
APPLY DAMPROOM4q e'
RESTRICTIVELAYER= > 60" 0-9" TOPSOIL
s'
ON 4 WALLS
9-19" LOAMY 5UB501L
12-46' GRAYISH TAN MEDIUM SAND
h.
FINE GRAY SAND AND SILT
8' 3--0'
4'-4
FRONT 5ECTION VIEW SIDE 5ECTION VIEW
TYPE "C -L" CATCH BASIN
SEPTIC SYSTEM DE51GN CRITERIA
PROPO5ED 4,960 5F CONVENIENCE STORE
3,700 5F CONVENIENCE STORE
1,260 5F DRIVE THROUGH FRANCHISE
WITH 6 INDOOR SEATS -NO FOOD PREP ON SITE
3,700 5F X .1 GAL/5F/DAY = 370 GAL/DAY
DESIGN DI5CHARGE FROM FRANCHISE = 1,060 GAL/DAY**
SITE DESIGN DISCHARGE = 1,438 GAL/DAY
DESIGN PERCOLATION RATE = 1.1-10.0 MIN/INCH
APPLICATION RATE = 1.5 GAL/5F/DAY FOR CONVENIENCE STORE
REQUIRED EFFECTIVE LEACHING AREA = 370/1.5 = 247 5F FLA REQUIRED
DRAINA a OPENINC5 IN 4 WAI15
AT OR IMMEDIATELY ABOVE THE
BOTTOM OF THE PWAOU5
BACKFILL
CLASS •K CONCRETE
PRECAST CONCRETE UNIT
212
210 EXI5TING GRADE
Z
0 _ _ -
j208 _ 'ZI-FINISHED GRADE
w _T
204
APPLICATION RATE = 0.8 GAL/5F/DAY FOR FRANCHISE
PROPOSED
DATA
100
F77 GST 6218
DATE: 12/20/10
70-100
BOTT.
PRESENT: FERN TREMBLAY
EL=203.00
202 T.H. 5T.H. 4 NO WATER NO MOTILIN NO E
200
0' 10' 20' 30'
LEACHING FIELD X -SECTION A -A
5CALE: 1"=10' HORIZ.
1" = 4' VERT.
NO
SIEVE SIZE
APPLICATION RATE = 0.8 GAL/5F/DAY FOR FRANCHISE TEST HOLE DATA
100
REQUIRED EFFECTIVE LEACHING AREA = 1,068/0.8 = 1,335 SF ELA REQUIRED DATE: 12/20/10
70-100
TOTAL EFFECTIVE LEACHING AREA REQUIRED = 247 = 1,335 = 1,5132 5F PRESENT: FERN TREMBLAY
10-75
INSTALL 113 LF GEOMATfLIX G5T6210
0-20
ALM/GP5)
200
113 LF X 14 5F/LF = 1,5132 5F EFFECTIVE LEACHING AREA PROVIDED
2.50-2.5-
MICHAEL J. KIRBY, 25
1. JOINT SEALANT IS BUTYL RUBBER
1,500 GAL SEPTIC TANK REQUIRED AND PROVIDED
WATER, NO MOTTLING,
UNCA5 HEALTH DEPT.)
ALL SEEDING MUST BE COMPLETE PRIOR TO 5EPTEMBER 15. TH 11
TH
8. IMPLEMENT STEPS 5-9 OF SEDIMENTATION & EROSION CONTROL MEASURES.
TOPSOIL
ML.55 CALCULATION
6-33"
0-6" TOPSOIL
RESTRICTIVELAYER= > 60" 0-9" TOPSOIL
NO GROUND
NO ML55 REQUIRED 9-19" LOAMY 5UB501L
12-46' GRAYISH TAN MEDIUM SAND
19-34" FINE GRAY SAND AND SILT
BLACK MUCK
DESIGN D15CHARQE TAKEN FROM PAST WATER U5AGE AT A DUNKIN DONUTS 34-90' TAN MEDIUM SANG
24-139"
LOCATED AT 435 OCEAN AVENUE, NEW LONDON FOR THE PERIOD BETWEEN
C478 AND SECTION 10 OF ASTM
NO GROUND WATER, NO MOTTLING,
NOVEMBER 16, 2012 & APRIL 16, 2014 AS DOCUMENTED ON PLANS FOR THE NO WATER, NO MOTTLING*, NO LEDGE
RISER
BE5TWAY CONVENIENCE STORE, ROUTE 82, BOZRAH DATED:MAY 2, 2014 BY
HEIGHTS
1•
DICE5ARE BENTLEY ENGINEER5 MOTTLING FROM SURFACE WATER
CAST.
3•
19-32" IN SILT MATERIAL
WEIGHT CHART
TH 2
3' BASE 4000 LBS.
0-9" TOPSOIL
6' BASE 6600 LBS.
12"
9-51" FINE GRAY 51LT IN WEST END
3' RISER 2600 LBS.
HEIGHTS 4' RISER 3400 LBS.
OF HOLE
3' CONE W 24' OPENING 2500 LBS.
5" WALL 4
9-92" TAN MEDIUM SAND ON EAST
CONERUCTION NOTES FOR SEPTIC SYSTEM END OF HOLE
1. REMOVE TOPSOIL FROM SYSTEM AREA AND STORE ON-51TE FOR FUTURE USE. NO WATER, NO MOTTLING*, NO LEDGE
2. ENGINEER TO SET A BENCHMARK AND STAKE SEPTIC SYSTEM PRIOR TO
6 •raj 5'- 10"0
CONSTRUCTION. ENGINEER TO A5 -BUILT SEPTIC SYSTEM COMPONENTS TH 3
FLAT SLAB TOP W 30" OPENING 1500 LBS.
PRIOR TO BACKFILL AND PRODUCE AN A5 -BUILT MAP. CONTRACTOR TO
OUNITED
NOTIFY ENGINEER (3) BU51NE55 DAYS IN ADVANCE FOR REQUEST TO 0-ir TOPSOIL
173 CHURCH STREET TEL. 800 234-3119 FAX. (203) 265-4941
PERFORM STAKEOUT OR A5 -BUILT SURVEYS. 0-16" ORANGE BROWN SANDY LOAM
3. PRIOR TO FILL PLACEMENT, KEEP HEAVY EQUIPMENT TRAFFIC TO A MINIMUM 16-91" TAN MEDIUM SAND
IN SYSTEM AREA TO AVOID COMPACTION OF 5UB501L SCARIFY 5UB501L WHERE
COMPACTED OR IF HEAVY RAIN FALLS DURING CONSTRUCTION WHEN SUBSOIL NO WATER, NO MOTTLING*, NO LEDGE
I5 EXPOSED.
4. ANY UNSUITABLE MATERIAL ENCOUNTERED BELOW TOPSOIL TO BE REMOVED. TH 4AREATOBEINSPECTEDANDAPPROVED13YDESIGNENGINEERANDTOWN
SANITARIAN PRIOR TO PLACEMENT OF FILL 0-7" TOPSOIL
5. PLACE APPROVED FILL TO CONTOU25 SHOWN IN 6" LIFT5. FILL IN SYSTEM 7-13" ORANGE BROWN FINE SANDY LOAMAREATOBEAPPROVEDBYTOWNSANITARIANANDDE5IGNENGINEER, AND 13-91" TAN MEDIUM SANDCONFORMTOTHEFOLLOWINGGRADATIONDETERMINEDBYWASHEDSIEVEANALY515:
A. THE SELECT FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THE 3" SIEVE. NO WATER, NO MOTTLING*, NO LEDGE
8. UP TO 45 % OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY
BE RETAINED ON THE #4 SIEVE. TH 5
C. THE MATERIAL THAT PA55E5 THE #4 51EVE 15 THE RF -WEIGHED AND THE
SIEVE ANALY515 STARTED. 0-7" TOP50ILD. THE REMAINING MATERIAL SHALL MEET THE FOLLOWING GRADATION CRITERIA: 7-96" TAN MEDIUM SAND
NO
SIEVE SIZE
PERCENT
WET SIEVE
55IN
DRY SIEVE
4 100 100
10 70-100 70-100
40 10-50* 10-75
100 0-20 0-5
200 1 0-5 2.50-2.5-
NO WATER, NO MOTTLING*, NO LEDGE
TH 6
0-7 TOP50IL
7-21" LIGHT BROWN LOAMY SAND
WITH GRAVEL
it H RAVEL
SIEVE SIZE
21-42" FINE TAN SAND W G
100
4
AND COBBLES
PERCENT PASSING THE #40 CAN BE INCREASED TO NO GREATER THAN 75% 42-91" TAN MEDIUM SAND
IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200
30 25-60
SIEVE DOES NOT EXCEED 5%
10-30
6-30"
6. EXCAVATE AND INSTALL LEACHFIELD OR GALLERY. LEACHFIELD OR GALLERY MUST BE NO WATER, NO MOTTLING*, NO LEDGE
INSPECTED BY TOWN SANITARIAN BEFORE BACKFILLING.
FINE SAND
1. JOINT SEALANT IS BUTYL RUBBER
7. AFTER BACKFILLING SYSTEM, GRADE, LOAM AND SEED ALL EXPOSED AREAS IMMEDIATELY.
WATER, NO MOTTLING, NO LEDGE, NO ROOTS
ALL SEEDING MUST BE COMPLETE PRIOR TO 5EPTEMBER 15. TH 11
M-198. MEETS FEDERAL
8. IMPLEMENT STEPS 5-9 OF SEDIMENTATION & EROSION CONTROL MEASURES.
TOPSOIL
Iov
6-33"
0-6" TOPSOIL 33-136"
6-12" ORANGE BROWN FINE
NO GROUND WATER, NO MOTTLING, SANDY LOAM
GRADATION TA51E FOR A5TM C-33 SAND GRADATION TABLE FOR CRUSHED AGGREGATE FILL 12-46' GRAYISH TAN MEDIUM SAND
TO BE U5ED IN GEOMATRIX PRODUCT5 TO BE U5ED A5 COVER OVER GEoMATRIX PRODUCTS 48-8a' BLACK MUCK
SIEVE SIZE PERCENT PA55ING
316' 100
4 100
0 00-100
16 50-05
30 25-60
50 10-30
6-30" SAND & GRAVEL FILL
200 0-3
SIEVE 51ZE PERCENT PA55ING
1 1 /2" 100
3/4" 50-100
4 25-50
40 10-20
100 5-15
200 <10
WATER ® 45 , MOTTLING ®20,
NO LEDGE
loo 2-l0
is
HDPE RISER DETAILS OFREQUIRED) HDPE RISER (SEE DETAILS)
BYPASS RISER DIAMETER FREEDOM DRAIN BASIN
INLET PIPE INVERT PROVIDED BY OTHERS
BYPASS PIPE INVERT c=====_____ __________- ____==_---A
CFT RISER HEIGHT I SEE 1
BYPASS RISER HEIGHT INLET PIPE NOTE BYPASS PIPE OUTLET PIPE X
I I ------- 4 1 1
MINIMUM 112 DIAMETER CFT INLET CFT OUTLET PIPE
MAINLINE PIPE OF MAINLINE PIKS 3• MINIMUM
t FULL HEIGHT WEIR
BULKHEAD EACH END \\
J \
1\
OUTLET ORIFICE
NOTCHED WEIR PLATE OIL CHAMBER
C' (SEE DETAIL) WE PLATE (
DESIGN PER PROJECT SPECS)
14'4• SEDIMENT CHAMBER 1'-0' OPENING IN WEIR
OIL CHAMBER SEDIMENT CHAMBER FULL HEIGHT WEIR
STANDARD 20'-0' LENGTH (BEHIND WSW (HIDDEN)
PLAN SECTION VIEW 11
A! 3(' CFT - 18' RISERS
1 47,41r & ti0' CFT' 24' RISERS 'B
EXPANSION CHAMBER
BEHIND WEIR)
FIELDS FI CUT NOTCHED WEIR
tAl
FULL HEIGHT WE R t CFTI INLETEXTEOUTLETA s FlRT
PLATE DETAIL
t17 M 1'"0' (t1'
BULKHEAD EACH END rin
F' PROJECT CFT SPECIFICATIONS
D" _ L PARTICLE SIEVE SIZE 140x200ORIFICEINVERT)
UUUUUUUUWUUUFUUUUUU -------------- MAINLINE DIAMETER "
NOTCHED WEIR PLATE INLET/OUTLET DIAMETER " MAINLINE PIPE (SEE DETAIL)
STANDARD 20'-0' LENGTH 1'-0' (t17 BYPASS DIAMETER "
PROFILE SECTION VIEW OUTLET ORIFICE DIAMETER •
MAINLINE MAINLINE INLET & A B C D E FGENERALNOTES: DIAMETER LENGTH OUTLET
1.) HDPE Riser Wwdmum Heightof ir From Top Of 4.) Maida Invert of Bypass Pipe And
Pipe) Shoff Be Baddllled With 1'"0' Minimum Perimeter Crown of CFT Inlet Elevellons. T4" T -C 1'48' r -r 7.7 2'-0"
Manufactured Crushed Aggregate Compacted in 8• Lits. 5.) CIFT BecM Material Shell Be 20'-0' 10'
7-0' 3'--7 3'-0' 3'-0" 2.) For Tmftic Loading Conditions, Riser(s) LJd & Frame Manuf almrad - Aggregates OpenGraded,
T -1Y4 3'
Loads Shell Not Bear On Riser. Instal Cor"sle Cotler Clean Meeting ASTM D2321 Speciftellons. 36' T"0' X -V 1-4r 7-0 1'-10' 2'-0'
Around Ryer' For LtdArid Frame Placement (By Olhers 6.) Top Of Full Height Well Plate Dividing The 4r 20'-0' 1r 11-g r$ 2r4' 7-8'
3.) Invert Elevation At Connectlon Of CFTOutletTo ecpw IslonmSedimeot Chir er Inside RiserShall, At 43 T -1Y4• 3' 74' 3'-0' 7-10' 3'-0'
Bypass Pipe Must Be Lower Then CFT Outlet Orflice. A MlMmurn, Match The Invert Of The Bypass Plpe• 00' 20'-0' 15• r -1Y4• 3' 2 4' 7.0' 3'-0• 3' r 4140'
Lane's Manufacturing Tolerances PROJECT NAME.- CUSTOMER: BY0 DATE*
per AASHTO M294. JCFVJDS 11=12
ATI Dimensions are nominal. LOCATION: DESCRPItOtt DRAWMNUMBER: PAGE
Unless otherwise noted) STANDARD 20' CFT 1 OF 2
TEST HOLE DATA
DATE: 1/2/2020
PRESENT: FERN TREMBLAY
ALM/GPS)
TH 1-2020
0-19, TOPSOIL
10-29' GRAY BROWN FINE LOAMY
SAND
20-50" GRAY BROWN MEDIUM-
COAR5E LOAMY SAND
WATER ® 42", MOTTLING ® 36, NO LEDGE
TH 2-2020
0-5" TOPSOIL
5-42" TAN MEDIUM-COAR5E SAND
FILL) W/BOULDERS
42-61" GRAY FINE -MEDIUM SANDY
LOAM (FIRM IN PLACE)
MOTTLED
61-70" BLACK MUCK
SEEPS @ 42", MOTTLING ® 49', NO LEDGE
TH 3-2020
0-1 1" TOPSOIL
11-27" YELLOW BROWN FINE -
MEDIUM SAND TRACE SILT
27-72" TAN FINE -MEDIUM SAND
L rITLL LOAM W/ROCKS &
GRAVEL
NO WATER, NO MOTTLING*, NO LEDGE
TEST HOLE DATA
DATE: 10/ 1 /2020
PRESENT: STUART FAIRBANK
ALM/GP5)
MICHAEL J. KIRBY, RS
UNCA5 HEALTH DEPT.)
ME 80
4" PVC 5DR <
A5TM D-3034
0-101' TOPSOIL
2 REQ'D)
10-136' FINE SAND, FIRM IN SPOTS
NO GROUND WATER, NO MOTTLING, NO LEDGE, NO ROOTS
TH 101
MANHOLE DESIGN SPECIFICATION
CAN BE CAST ON REQUEST.)
0-6" TOPSOIL
ASTM DESIGNATION C478
6-30" SAND & GRAVEL FILL
TOP
30-142" FINE SAND
1. JOINT SEALANT IS BUTYL RUBBER
NO GROUND WATER, NO MOTTLING, NO LEDGE, NO ROOTS
TH 102
24", 30", OR M-198. MEETS FEDERAL
0-6" TOPSOIL
Iov
6-33" SAND & GRAVEL FILL
FABRIC CONFORMS TO LATEST ASTM
33-136" FINE SAND
ECCENTRIC
NO GROUND WATER, NO MOTTLING, NO LEDGE, NO ROOTS
TH 103
SPECIFICATION A615.
4'
0-6" TOP501L
STRENGTH- 4000 PSI AT 28 DAYS.
6-24" SAND & GRAVEL FILL
24-139" FINE SAND
C478 AND SECTION 10 OF ASTM
NO GROUND WATER, NO MOTTLING, NO LEDGE, NO ROOTS
DOT #6
NE
M C-33 SAND
PROVED EQUIVALENT)
A'
PIAN VIEW
FINISHED GRADE SHALL BE PITCHED TO SHEET
FLOW 5TORMWATER AWAY FROM SYSTEM
V \V \V /
COVER MATERIAL DEPTH SHALL BE _>6" FILTER FABRIC
AND SHALL BE UNIFORM OVER SYSTEM ,; MIRAFI #65303
02- EQUAL
5K I
h".'.• iia
CT DOT NO. 6 STONE
4" 4" ASTM C-33 SANG
OR APPROVED EQUNALEIM
A -A' C2055 5ECTION
FINISHED GRADE SHALL BE PITCHED TO SHEET
FLOW 5TORMWATER AWAY FROM SYSTEM
CT DOT NO. 6 STONE
5-5' CRO55 5ECTION
GEOMATRIX W6210 LEACHING 5YSTEM
NOT TO SCALE
1/2" BULLNOSE #5 BAR
CORNER (TYP)
6" CONCRETE PAD
2" -1 WWF 4x4-W4.OxW4.0
FINISHED GRADE -/
SEE PLAN) =.-•-•- a
e .
W ",
I 6" COMPACTED PROCESSED AGGREGATE BASE
Z
3 '
N w 1 " 12" COMPACTED SUB84SE
0O
COMPACTED SUBGRADE OR SUITABLE
BACKFILL / EMBANKMENT
6" MIN
NOTES:
1) ALL COMPACTION TO BE 95% STANDARD
PROCTOR DENSITY.
2) CONCRETE TO BE MIN 4500 PSI WITH 6%
AIR ENTRAINMENT
CONCRETE PAD
NOT TO SCALE
SHOULDER OR PAVEMENT 9"
BITUMINOUS 2" R
CONCRETE
21'
40'
BITUMINOUS CONCELTE LIP CURBING
N.T.5.
TOP
1'T' KNOCKOU
i PANEL. TYP.
L. 5101.5
I +
I I
O I 1
1
N I
I
I
I
I
I
I
I
0.25' SIDE
2'x2' CONC. YnI-(..__01-:/IN
NOT TO SCALEI
QA5 HOLt5, I" DIA.
T
4' DIAMETER
2 REQ'D)
MANHOLE
NOTE
COMPONENTS8" 24% 30", OR 36"0 OPENING
le le (CUSTOM OPENINGS OR HATCHS MANHOLE DESIGN SPECIFICATION
CAN BE CAST ON REQUEST.) CONFORMS TO LATEST:
1012A* A5 MANUFACTURED
ASTM DESIGNATION C478
8"12" FLAT
TOP NOTES:
U5E WHERE DIRECTED
1. JOINT SEALANT IS BUTYL RUBBER4'-10"m MASTIC TYPE SEAL THAT CONFORMS
34
TO LATEST AASHTO SPECIFICATION
24", 30", OR M-198. MEETS FEDERAL
36- OPENING SPECIFICATION SS -S -0021(210-A).
Iov
2. REINFORCING STEEL WELDED WIRE
to
FABRIC CONFORMS TO LATEST ASTM
SPECIFICATION A185.
ECCENTRIC 3. REINFORCING STEEL DEFORMED
CONE HEIGHTS BARS CONFORM TO LATEST ASTM
3' SPECIFICATION A615.
4' 4. CONCRETE COMPRESSIVE
5' (24"0 STRENGTH- 4000 PSI AT 28 DAYS.
OPENING ONLY) 5. MANHOLE STEPS MEET LATEST
OSHA REGULATION 29 CFR 1910.27,
SECTION 16 OF ASTM SPECIFICATION
C478 AND SECTION 10 OF ASTM
SPECIFICATION C497.
6. WHEN SPECIFIED, MANHOLES ARERISERCOATEDWITHBAYOIL, "EBONY".
HEIGHTS
1• 7. METHOD OF MANUFACTURE: WET
2. CAST.
3• 8. BASE SECTION IS MONOLITHIC.
4' WEIGHT CHART
PRODUCT APPROX WEIGHT
3' BASE 4000 LBS.
4' BASE 4700 LBS.
6' BASE 6600 LBS.
12" 1' RISER 900 LBS.
2' RISER 1700 LBS. i TYPICAL BASE 3' RISER 2600 LBS.
HEIGHTS 4' RISER 3400 LBS.
3' 3' CONE W 24' OPENING 2500 LBS.
5" WALL 4 3' CONE W 30 OPENING 2600 LBS.
3' CONE W1 36" OPENING 2750 LBS. TYPICAL 6'
4' CONE W 24' OPENING 3200 LBS.
6" 4' CONE Wj 36" OPENING 3600 LBS.
TYPICAL 51 CONE W 24" OPENING 4200 L3S.
6 •raj 5'- 10"0 FLAT SLAB TOP W 24 OPENING 1650 LBS.
FLAT SLAB TOP W 30" OPENING 1500 LBS.
FLAT SLAB TOP W 36- OPENING 1250 LBS.
OUNITED CONCRETE PRODUCTS INC.
173 CHURCH STREET TEL. 800 234-3119 FAX. (203) 265-4941
YALESVILLE, CT 06492 (203) 269-3119
TOP
1'T' KNOCKOU
i PANEL. TYP.
L. 5101.5
I +
I I
O I 1
1
N I
I
I
I
I
I
I
I
0.25' SIDE
2'x2' CONC. YnI-(..__01-:/IN
NOT TO SCALEI
QA5 HOLt5, I" DIA.
T
2 REQ'D)
NOTE
5TANDARD MANHOLE
FRAME & COVER
5HALL BE PATTERN No.
1012A* A5 MANUFACTURED
RIM BY CAMPBELL FOUNDRY CO.
OR AN APPROVED EQUAL
U5E WHERE DIRECTED
ON ORAW1NCa5
34
ce) SQUARED 5COREO COPE
Iov
to
32"
43"
hIL
14M.0
VV
riffil
8'-2 1/2"
5PECIFICAT10N5:
All Cabinets: fabricated ezfrvded aI R
12"Wx.125 wall thickness; fabricated st-1
sheet and tube sections fe« struct.Iral = •rr _
All cabinets to be finish crated r:hte 12"
Support Column: 12z 12z 3,F* fin;,I,
white, pre -painted and pre -aired r,ier t
shipment.
Mobil/Exxon a Inez: b I 54-3/16'
Hinge face panel both side= far scry c°
access; .150 thick thermo-formed faces n
with embossed logo graphics
STOMLighting: 6 F96TIZ D5NG 50/H0 la es 47-1/4"
1) Magnetek Ballast M58 -?^42-91F ,_;Q PHICS4.8 Amps, 120 V 60 HZ
q jj rlCabinetWeight: A n =Mar 1 V ll
ggtApprox. 32_ lbs. 10 23-5/'
Square Footage: 37.07 sq. f 9 1 - 23- /8' Auxl Idry Cabinet: Slide face can T= f-• ( 1 10
service access; .150 thick. second s.0 f i _
screened flat face panels: '_°0 ri ^ 94 i
for fuel pricing; 6"-10- cl•anoer a m „a^• I 10 23-5/0' O c5J
Auxiliary cabinet Iisdesignedasd9 -line, b^1 can he 1 2 10 23-5/0'
t
customized to meet your needs a, IY P?•, N
cabinets shipped separafely Liftino •9 Ie' r
mounted on support column for eael 7_15TOM IMPRINT 23-5/9' installation. ti PANEL
Lighting: For 9 -Line Cabinet- _-'JSTOM IMPRINT
22)F84T12 D5C,N 50/HO La,npc 23-5/0'
4) Magnetek Ballast M5B- 104E -?IE
PANEL
22.2 Amps, tzo V 60 HZ. L15TOM IMPRINT 23-51IT I
Cabinet Weight: 1100 lbs PANEL
Square Footage: For 9 -Line Cabirel- 12"'--!
sq. ft. (14.19 per single line`
i
I
I
i
otal Weight: Approx. 2970 lbs (includrna
support column)
Total Electrical Service 27 G amr-
2) 20 amp circuits
Wlndload: 35 lbs. per sq
Optional: 60 LB5. per sq ft )
CHAMBERS SH-;__ _
SAFETY rAC C7q
LATEST EDIT!—': -
SPECIFICATIONS. LOADS Ste=
WITH SECTION 3 (AAI;HTC'
IMPACT FACTOR, 4"ULTIF_
8 ROWS OF 14 STORK.+ -F'__ .
ADS 601 _2T
I I
51QQN DETAIL
NOT TO SCALE)
a
SC---LO END CAP
GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES,
1_35% FINES. COMPACT IN 6 IN LIFTS TO 951 PROCTOR DENSITY. 1 SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN
STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL,
OR WWW.STORMTECH.COM.
PAVEMENT
18" 60"
11N MAX.
6 -t)1 -12" VltRj. TYR.
MIN.
NOTE I iBER CROSS SECTION
TC SCALE
ANY MODIFICATIONS TO THE LOCATION OR ELEVATION OF THE SEPTIC SYSTEM COMPONENTS
SHOWN HEREON (INCLUDING CURTAIN DRAINS IF SHOWN) ARE SUBJECT TO THE WRITTEN
APPROVAL OF THE DESIGN ENGINEER. THE DF-51QN ENGINEER WILL NOT BE RESPONSIBLE
FOR ANY CHANGES MADE WITHOUT SUCH WRITTEN APPROVAL DETAILS
STUART J. FAIRBANK SITE DEVELOPMENT PLAN
CONN. P.E. #20206 BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL LAND & MARINA:
T /fir,) APURPOSESONLYANDARENOTTOBECONSTRUEDASBEINGACCURATELYLOCATEDORANGUSUMCL)Uf I/11 D PREPARED FORDEPICTED.
02016 - ANGUS McDONALD /GARY SHARPE do ASSOCIATES. INC. GARY SH A,RVE, DEER RUN STABLE. LLC
1.1 THEE DRAWINGS ARE THE PROPERTY OF ANGUS MCD
FOR THE
SHARPE
I
ASSOCI- -" j , Y y &ASSOCI TI: INC. 1499 & 1505 HARIFORO NEW LONOtaN 1URNPco ,\ , F`. ATES, INC. AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT r=C
y' .a, OR PROPERTY, THEY ARE NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY W (.'.: }.
01 OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESS WRITTEN W
CONSENT OF ANGUS MCDONALD/GARY SHARPE de ASSOCIATES, INC. z SING) 1966 OAKDALE11YONTVI'LLE, CONNECTICUTT;
20206 c \ THE WORD -CERTIFY, AS USED IS UNDERSTOOD TO BE AN EXPRESSION OF PROFES- DATE: JULY 10 2019 SCALE: AS SHOWNOErlZ,' . `, ; SIONAL OPINION BY THE ENGINEER OR SURVEYOR. IT IS A DECLARATORY STATEMENT
F. AS SUCH ITz
I- -,; P.O. BOX 6013, 233 BC`'T(1} POcT ROAD '
n - e (: \
CONSTITUTESWHICH
IS SNEITHEREDONHIS
OR WARRANTY EXPRESSEDBOREMPLIED, OF ANY W + r Y1 OLD SAYBFBOOT{ fs dtTE ( UT OF47E DR'N DO'D CK'D APP'DTEL (860) 399-4671 AX 0) 398-3982
rtttl 1111 INFORMATION CONTAINED HEREON. NO CERTIFICATION IS EXPRESSED OR IMPLIED ON ANY .. ;, ;;.':
ORIGINAL OR ANY DUPLICATE OF THIS PLAN UNLESS IT BEARS AN ORIGINAL STAMP
OR4
4 SHEET 6 of 11 IJOB NO. 186333
SEAL AND ORIGINAL SIGNATURE OF THE INDIVIDUAL WHOSE REGISTRATION NUMBER PLANNING REVISIONS: 1/13/20 REWSED PER COMMENTS, 2-20-20 UPDATEDAPPEARSHEREON. ,2-27-20 PER TOWN PLANNER, 3-11-20 UPDATED, 10-Z-20 NEW TEST HOLES
1/2'•X12 LONG 5TEEL PIN
IN 3/4" 5LEEVE (TYP•)
PRECA5T CONCRETE
WHEEL 5TOP
4' MIN:
5" PORTLAND CONCRETE MIX
WITH 4000 L55/5.1. STRENGTH -
F BANK RUN GRAVEL, ,,-
TAMPED AND ROLLED NOTE: 5LA55 5HALL BE DIVIDED BY
JOINT5 5PACED 5' APART ON CENTER.
FULL DEPTH EXPANSION JOINTS SHALL
BE PLACED AT 20' INTERVALS.
CONCRETE 51D Lr, DETAIL
NOT TO 5CALE
ISO
ISO
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Shell ma eri s AI1I€nEnur PC.
Finish0ark Bronze/White,
Net weight F _3k s 6.6 1, 1bs j,
E Packing 'i !'a l.._}?_tit*.,cvi•'t"I 111x7+:'r
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CONFORMING TO CONN. O.O.T. 5PEC5. FORM 817, 5ECTION M.04.03 ANGLE 5TAKE5
0
1-1/2" BITUMINOU5 BINDER COUR5E, CLA55 1, CONFORMING TO 10° UPSLOPES
CONN. D.O.T. SPECS. FORM 817, SECTION M.04.03 FOR STABILITY
6" PROCE55EEC; 0 AGGRATE BA5E CONFORMING TO FILTER FABRIC
CONN. D.O.T. 5PEC5. FORM 817 5ECTION M.05.01 ATTACHED TO
5TAK I-
DOWNHILL 5IDE
1" X 2" WOOD OR
METAL 5TAKE5 5PACF-0
AT 10' (MAX.)
6" BANK RUN GRAVEL CONFORMING TO
W000 CHIPS DISTRIBUTED
CONN. D.O.T. 5PEC5. FORM 817, SECTION M.02.06
PER MONTVENFILLE INLAND
WETLANDS
ItILLE
OFFICER
APPROVED COMPACTED 5UBCTRADE
COMPACTED BACKFILL
DRIVEWAY / PARKING PAVEMENT 5ECTION EXTEND >' OF FILTER FABRIC 1N
INTO EXCAVATED TRENCH. BURY
NOT TO SCALE) FABRIC ON UPHILL 510E WITH
FABRIC CURLED TOWARD HILL
b b
17%
5HOULDER OR PAVEMENT 9"
BITUMINOU5 2" R
CONCRETE
21°
f®—W`mm
BITUMINOU5 CONCRETE LIP CURBING
N.T.5.
WHITE
y}v
18'
WHITE PVC FENCE
CONCRETE PAD
0
N
ELM
DUMP5TER ENCL05URE DETAIL
NOT TO 5CALE)
5EE 5ITE DEVELOPMENT PLAN5 FOR LOCATION.
GRAD
r,
HANDICAPPED
PARKING MTHANCE
PERMIT
REQUIRED ON[_ VIOLATORS WILL
BE FINED MIN $150 s
VAN
HANDICAPPED PARKING SIGN DETAIL VAN HANDICAPPED PARKING SIGN DETAIj,
NOT TO 5CALE) (NOT TO SCALE) I - -
3C - -- -
I12"x1!1' 12'XIEr
WOOD CHIPS
SELY PACKED)
PLAN
SILT FENCE AND WOODCHIP
EROSION CONTROL BARRIER
NOT TO SCALE)
TO BE INSTALLED IN ALL AREAS DOWNHILL OF GIRADINC
WHERE SILT FENCE AND WOODCHIPS ARE NOT SPECIFIED.
THIS MAP PRODUCED BY
ORIGINAL INK DRAWING ON
POLY FILM OR LINEN
ANGUS MCDONALD I GARY SKAM
A ASSOCIATES, INC.
233 BOSTON POST ROAD
0w SA a OWD
j%ice% MANHOIt EXTENDED To r4RAOE
CREE OSQ LED AREA/FLOOD \ MANHOLES
LUMINAIRE AND SUPPORT
POLE OR EQUAL
1. .1
NOT
HANDIGPPW PARr.M
z
CIAFE
PVC FENCE
INLET —
y}v
18'
WHITE PVC FENCE
CONCRETE PAD
0
N
ELM
DUMP5TER ENCL05URE DETAIL
NOT TO 5CALE)
5EE 5ITE DEVELOPMENT PLAN5 FOR LOCATION.
GRAD
r,
HANDICAPPED
PARKING MTHANCE
PERMIT
REQUIRED ON[_ VIOLATORS WILL
BE FINED MIN $150 s
VAN
HANDICAPPED PARKING SIGN DETAIL VAN HANDICAPPED PARKING SIGN DETAIj,
NOT TO 5CALE) (NOT TO SCALE) I - -
3C - -- -
I12"x1!1' 12'XIEr
WOOD CHIPS
SELY PACKED)
PLAN
SILT FENCE AND WOODCHIP
EROSION CONTROL BARRIER
NOT TO SCALE)
TO BE INSTALLED IN ALL AREAS DOWNHILL OF GIRADINC
WHERE SILT FENCE AND WOODCHIPS ARE NOT SPECIFIED.
THIS MAP PRODUCED BY
ORIGINAL INK DRAWING ON
POLY FILM OR LINEN
ANGUS MCDONALD I GARY SKAM
A ASSOCIATES, INC.
233 BOSTON POST ROAD
0w SA a OWD
j%ice% MANHOIt EXTENDED To r4RAOE
CREE OSQ LED AREA/FLOOD \ MANHOLES
LUMINAIRE AND SUPPORT
POLE OR EQUAL
1. .1
NOT
DR BOLTS 1" x 36" LONGI LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH
BEND
STIRRUPS SPACED AT 6" CENTERS
ONDUIT AS REQ'D TWO COMPARTMENT 5EPTIC TMIK
NOT TO SCALE.
TE BASE AS REQ'D
INAIRE AND ARM AT
OWN ON PLAN.
LL BE 5HIELOED TO
VD LIGHT 5PILLAGE
FROM LEAVING THE 5ITE.
3. SHOP DRAWING OF FIXTURE TO BE
APPROVED BY THE TOWN OF
MONTVILLE STAFF.
4. FOUNDATION TO BE REVIEWED BY A
5TRUCTURAL ENGINEER.
POLE MOUNTED LIGHT
NOT TO SCALE
30"
STOP SIGN DETAIL
30" x3(r
NOT TO SCALE)
E FENCE DETAIL
T TO SCALE)
REAR VIEW
E IN'TERCEP'TOR TANK
OT TO SCALE
30'
SECTION P.
f l
I
i
i
0
I;
RETAINER SPACER 5TPAP- 17, I /0"
LONG x I" WIDE x 3/0" THICL HyY °
3/PJ' OFFSET t °
SEE 5IDE
VIEW DETAIL
LJ
BOLT5- HEX H '' ' 1t1TEPGpAL FLANGE CONFORMING TO A5TM A354, SIZE 15 5/16" (0)
IE UNC x 1 ''' (4e) GRADE BC FOR 3 L85/FT (4.5kg/m) P05T5 & 5/16" (0)
IE UNC x 2" 1,7;x) GPJ,DE BD FOR 4 LB5/FT (6.0 kg/m) POSTS. NUTS —5/16" (0)
UNC HEX HEAD, 1''TEGPAL FLANGE CONFORMING TO A5TM A563, GRADE OH.
LOCKWA.5HEP5 - ' A (10) HEAVY DUTY EXTERNAL TYPE.
TYPIC-AL BREAK AWAY SIGN DETAIL
NOT TO 5CALE)
10 7.5 5 2.5 0 10 20 30
SCALE IN FEET
DETAILS
HANDIGPPW PARr.M
z
INLET —
ALL PAMW PAQLW. STALL LINES
FOR WINOICAPPED TO BE C WE
TYPICAL
WHITE PAVM
VAN ACCE55I8LE
HANDICAPPED PARKING 5PACE
NOT TO SCALE)
HANDICAPPEO PAREM
p
Z7
O
5' 10•
PANTED SYMBOL
HWHrTf
ON BLUE m
GJt(x1Nky
ALL PMffW PAMTK STALL. LJNE5
FOR RMOKAPPED TO BE C WIOE
TYPICAL
WHIfE PADfW
HANDICAPPED
PARKING 5PACE
NOT TO SCALE)
DR BOLTS 1" x 36" LONGI LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH
BEND
STIRRUPS SPACED AT 6" CENTERS
ONDUIT AS REQ'D TWO COMPARTMENT 5EPTIC TMIK
NOT TO SCALE.
TE BASE AS REQ'D
INAIRE AND ARM AT
OWN ON PLAN.
LL BE 5HIELOED TO
VD LIGHT 5PILLAGE
FROM LEAVING THE 5ITE.
3. SHOP DRAWING OF FIXTURE TO BE
APPROVED BY THE TOWN OF
MONTVILLE STAFF.
4. FOUNDATION TO BE REVIEWED BY A
5TRUCTURAL ENGINEER.
POLE MOUNTED LIGHT
NOT TO SCALE
30"
STOP SIGN DETAIL
30" x3(r
NOT TO SCALE)
E FENCE DETAIL
T TO SCALE)
REAR VIEW
E IN'TERCEP'TOR TANK
OT TO SCALE
30'
SECTION P.
f l
I
i
i
0
I;
RETAINER SPACER 5TPAP- 17, I /0"
LONG x I" WIDE x 3/0" THICL HyY °
3/PJ' OFFSET t °
SEE 5IDE
VIEW DETAIL
LJ
BOLT5- HEX H '' ' 1t1TEPGpAL FLANGE CONFORMING TO A5TM A354, SIZE 15 5/16" (0)
IE UNC x 1 ''' (4e) GRADE BC FOR 3 L85/FT (4.5kg/m) P05T5 & 5/16" (0)
IE UNC x 2" 1,7;x) GPJ,DE BD FOR 4 LB5/FT (6.0 kg/m) POSTS. NUTS —5/16" (0)
UNC HEX HEAD, 1''TEGPAL FLANGE CONFORMING TO A5TM A563, GRADE OH.
LOCKWA.5HEP5 - ' A (10) HEAVY DUTY EXTERNAL TYPE.
TYPIC-AL BREAK AWAY SIGN DETAIL
NOT TO 5CALE)
10 7.5 5 2.5 0 10 20 30
SCALE IN FEET
DETAILS
z
INLET —
4" PVC SCH 40 p 3) OUTLET
4•' PVC SCH 40 OUTLET
a z
z
F
O OUTLET FILTER
POLYLOCr PL -122 O JUTLET BAFFLE
INLET BAFFLE o
OR EQUAL a_
4"PVC 5CH 40
CONNECTION AT MID DEPTH—/is
J
GAS DEFLECTOR
7Q
1/3 REQUIRED
J
2/3 REQUIRED CAPACITY IN CAPACITY SECOND
FI25T COMPARTMENT RCOMPARTMENT
DR BOLTS 1" x 36" LONGI LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH
BEND
STIRRUPS SPACED AT 6" CENTERS
ONDUIT AS REQ'D TWO COMPARTMENT 5EPTIC TMIK
NOT TO SCALE.
TE BASE AS REQ'D
INAIRE AND ARM AT
OWN ON PLAN.
LL BE 5HIELOED TO
VD LIGHT 5PILLAGE
FROM LEAVING THE 5ITE.
3. SHOP DRAWING OF FIXTURE TO BE
APPROVED BY THE TOWN OF
MONTVILLE STAFF.
4. FOUNDATION TO BE REVIEWED BY A
5TRUCTURAL ENGINEER.
POLE MOUNTED LIGHT
NOT TO SCALE
30"
STOP SIGN DETAIL
30" x3(r
NOT TO SCALE)
E FENCE DETAIL
T TO SCALE)
REAR VIEW
E IN'TERCEP'TOR TANK
OT TO SCALE
30'
SECTION P.
f l
I
i
i
0
I;
RETAINER SPACER 5TPAP- 17, I /0"
LONG x I" WIDE x 3/0" THICL HyY °
3/PJ' OFFSET t °
SEE 5IDE
VIEW DETAIL
LJ
BOLT5- HEX H '' ' 1t1TEPGpAL FLANGE CONFORMING TO A5TM A354, SIZE 15 5/16" (0)
IE UNC x 1 ''' (4e) GRADE BC FOR 3 L85/FT (4.5kg/m) P05T5 & 5/16" (0)
IE UNC x 2" 1,7;x) GPJ,DE BD FOR 4 LB5/FT (6.0 kg/m) POSTS. NUTS —5/16" (0)
UNC HEX HEAD, 1''TEGPAL FLANGE CONFORMING TO A5TM A563, GRADE OH.
LOCKWA.5HEP5 - ' A (10) HEAVY DUTY EXTERNAL TYPE.
TYPIC-AL BREAK AWAY SIGN DETAIL
NOT TO 5CALE)
10 7.5 5 2.5 0 10 20 30
SCALE IN FEET
DETAILS
ur ee morcclE"e.,r"wuu„+" 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
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800-338-1122 513-645-7000 513645-7993 FAX
800-338-1122 5136457000 513-645-7993 FAX
12" -
1
276 _ 216_
l l,Z. 13,4"
3 3 --- --- RAILING 1„ TYP. 1'9" .TYP 3 . DIA. AT l I 4 /4" .
REAR FACE / - I I -- SEE "RAIL SECTION"
4 - SHORT SLOTS
MOLDED PADD (TYP.) 4" n LI 1 I I l T - RAILING
ALL HOLES 7/8' DU.
II'
1 1/ff —' — SLOPED FACE
CTDOT TYPE C
PARAPET
DOUBLE CRATE TYPE 1 1 I/ff 1 3/4• t t/ff I SEE "PRESET ANCHORAGE I' p - TOP OF I IIIiu —J'— 41/8",4 3/B I VERTICAL FACE -I---1--+---- CONCRETE to
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CATCH BASIN
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THISDETAISH TEM A" ON
II II 1%/
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PARAPET1I-- COMPONENTS
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BUM RUBBER 3/16" HO ' ) tial ry c _ IUNDER10' I [ " ' () ; N S F'
T•Yr.Ja"T
I I I I 1 N' ,., E _ "PRESET ANCHORAGE
WALL BELOW-El ll`VERT '
INE SEALANT IS BUTYL RUBBER
I I P I I Iv 11 tv - 3 Tf tr GfIG i PARAPET
C l i UFTAILSYSTEM B' ON
MOLDED PAD 2 4 TYP._.I VERTICAL FACE
MASTIC TYPE SEAL THAT CONFORMS
TOLATEST AASHTO SPECIFICATION -
I I I I o,[o•
TYP - "
SPECIFICATION SS -S -210(210-A). t2. REINFORCING STEEL DEFORMEDDETAIL-END RAIL A DETAIL -END RAIL C (TOP
jED PA—
ILL BARS CONFORM TO LATEST ASTMMORTARBEDSPECIFICATIONA615, GRADE 60 - F Z3 4_ . _--" 3' RMIN. COVER 2" UNLESS NOTED. bj,
3. CONCRETE COMPRESSIVE
SCALE: 1 1t/2" = 1' -0" SCALE: 1 1/2" = 1' _0" 16TYP. JOINT STRENGTH- 4,ODO PSI
ABO ET'ERT AT 28DAYS, SELF COMPACTING FRONT SIDE
REARs
V CONCRETE MIX
4. METHOD OF MANUFACTURE: T'T
m N'ALLA (2),f4UBAR5
WET CAST.
GN ISMGNDLITMIG. SCALE:I
DETAIL-IfdTF_RJOR
1p
T T _ DETAIL-INTERIORNTERIOR. POST F
AROUND OPG. 6. CONFORMS TO CTDOT STANDARD
PLAN VIEW EACH FACE n SHEET IIHW-507-06, I I I I LJ DATED 9-18-2009 NOTE A:
ALTERNATIVE
PROD CT
wElc APPRRoz WEIGHT - LONG CLOSE LEND FERRULES mIRISERSECTION2300LBsLF15/16' R -- PROVIDING A MINIMUM FULL
SUMP SECTION 6,100 LBS 55° 55•
I LENGTH OF 2", MAY BE USED. `r!
n I II 812„ + —
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z-15/16 FRONT SIDE REAR 2 LONG SEE NOTE ALONGSEENOTE
F ' OPEN FERRULE 2 1/2"
z-15/16" 3-1/4" 3-1/4
OPEN FERRULE
d6UBARS
r------ T - g", K0. FOR - I ®12" --
DRAWN WIRE L
I uNeEPORAtN I ALL DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES.
mom ------. IFREO'D -s_ .,... __...___t
0.312 OR 0.?
T1"
1 0.340 COLDK.O. IA BERT. BARS tiNIP.ESTRUT f
COLO DRAWrI _
AS I I (1) AT EACH CORNER OR SECTION THRU RAIL ELEMENT
I
PAS - _
h - I
I PLACED AS REQ'D TO HOLD SYSTEM "A" (TYP. )
R
N
I ({({ - 2'-0 CIRCUMFERENTIAL STEEL __—
YM LIP F 'l ! R! POSITION DURING cAsnNc
STRUT
SYSTEM "B"
12-1/2' LAP
oz I I I I (2) /6 U BARS BRACKET BOLT 3/0 R 3/4"
1._ ___-_ J I 4 REOUIREO PER PRESET ANCHORAGE DETAILS
I -- `-- -- $
C BRACKET 2' 4 1/4•' 4 1/4" z' - d..- •L-,7FC
Ii o N.T.S.
2) /5 U BARS POST BOLT SLAT '-ur1INU-1 WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING
EWA 0 SPACED ' tETl "STP,UCTURAL WELDING CODE -ALUMINUM", ANSI/AWS D1.2. EACH wAY
WALLA WALL I3 1-t/ff FTING SHALL BE DONE IN ACCORDANCE WITH ARTICLE 6.5 -RIVETING OF
1 Posr BOLT 32, P AASHTO SPECIFICATIONS FOR ALUMINUM STRUCTURES".
29/64 R
TAL BRIDGE RAIL: THE RAILING POSTS, POST CONNECTION DEVICES, SPLICE
IRS ,AND PAILS SHALL BE EXTRUDED ALUMINUM AND CONFORM TO THE
UNITED CONCRETE PRODUCTS INC. SPLICE BOLT SLAT I-';UIPEf,1Er,ITS OF ASTM B221, ALUMINUM ALLOY 6061-T6 OR 6005-T5.
173 CHURCH STREET TEL. (800) 234-3119 FAX. (203) 265-4941 ;'"CKET HEAD CAP SCREWS SHALL BE STAINLESS SHALL BE STAINLESS STEEL
YALESVILLE, CT 06492 TEL. (203) 269-3119 WWW.UNITEDCONCRETE.COM } CONFORM TO THE REQUIREMENTS OF ASTM F837, GROUP 1 (ANSI TYPE 304).
0 SPLICE BOLTS
PER JOINT '_' BOLTS SHALL BE STAINLESS STEEL AND CONFORMS TO THE REQUIREMENTS
ASrr1 F593, GROUP 1, (ANSI TYPE 304). NUTS SHALL BE STAINLESS STEEL AND
NFOprI TO THE REQUIREMENTS OF ASTM F594, GROUP 1. WASHERS SHALL BEV. POST BOLT SLOT
nTFIIFSS AND CONFORM TO THE REQUIREMENTS OF ASTM A167, TYP302 THROUGHT
E UCITrIT RIVETS SHALL CONFORM TO ASTM 8316, ALUMINUM ALLOY 6061-T6
T1`1 8221, ALUMINUM ALLOY 6061-T-6.
THS OF PAIL ELEMENTS SHALL BE CONTINUOUS OVER FOUR RAIL POSTSRAILSPLICEITEnF`,'ER POSSIBLE BUT IN NO CASE LESS THAN TWO. WELDING OF TWO OR
PAILS TO FORM AN ELEMENT WILL NOT BE ALLOWED. RAIL SPLICES SHALL
GEOMATRIX GST "62" LEACHING SYSTEM 10CATED IN RAIL PANELS OVER OPEN JOINTS IN PARAPETS. SPLICE BARS
t' SPLICE BOLT 1/4" +0 5/ff 'ral_L 11nvE A SLIDING FIT IN THE RAIL SECTIONS.
5/16" -1/32 1-1/4' 15/16' DIA. x 1/16' +1/32' DEEP A
rl
rr 4 ^1n 4 `1jrr 4
n1„
H-20 P05T BOLT 3/16' +0 RrCE55 ONE 510E -0 4 -
G L 3" DEEP X 4" WIDE GROOVE IrJtir' RAILINGS SHALL BE CAREFULLY ADJUSTED PRIOR TO FIXING IN PLACE1/32 4 Tr.)SI_IPF PROPER MATCHING AT ABUTTING JOINTS AND CORRECT ALIGNMENTFinishedGradeshallbepitchedtosheetnnC1_IP,/ATURE THROUGHTOUT THEIR LENGTH. AFTER INSTALLATION, ALL RAILS
flow stormwater away from system".
ONE SIDE
16' S SHALL BE FREE OF BURRS, SHARP EDGES AND IRREGULARITIES.
n mmC
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b v+v b v q v c . 7 n ' #' 4 + b' 'h "V' ' v + .. o p ' «T nHCHORAG
A :
THE WIRE STRUTS SHALL
LL
COLD -DRAWN ADN CONFORM
r cTr I 115 10, GRADE 1030. THE FERRULES SHALL CONFORM TO ASTM 108,
C'E 1 IL14. AFTER FABRICATION, THE PRESET ANCHORAGES SHALL BE HOT -DIPdP9+:v° ' vf° 'nf1I7_ED III ACCORDANCE WITH ASTM A153. THE BOLTS SHALL BE "FREECTDPHMIn. 12 cruse aggregate fill over fabric -maximum d IclekJ D ;b *'.S{ v'HV.. size Min 12' 5/0 N.C. -2
PProve v v4v+v v v 7* 4- v '.d o+o, 0 1.5" and less han 10% Ines assin #200 sieve (loose) e rlrll!l " IN THE FERRULES AFTER GALVANIZATIION.
v b-'v+v .vF o+v f t f P 9 )' Y..v+d'. +o - o b I gym nry a
Filtero+v o}v'' rolled) v+v.b v V.oiv I --- -
T.. HV. +—v3v.vv...VHv+ v rv: d:7 o+v: d :v q ` +v.• +v v^ # °±vv ck ° +° POST BOLT 5PLICE BOLT NUT
Fabric o+v Qv.t vFv b v v+v b v+ "!
ANCHORAGE ASSEMBLIES SHALL
8 REQUIRED PER SPLICE 3 REQUIRED PER RAIL ELEMENT '_=
rADE OF THE BRIDGE DECK. THE ANCHORAGES SHALL BE FIRMLY AND
3 v v+v . o .q v ° Y. oev b:+v o b i Distribution Pipe v+v 7 vi- v 7+v SAME EXCEPT I!NCTH p
vv-
1
v+v:C . V+ 17 tz. v t V. v' J v
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v u . v
n
v.
e
v+o_+v p v+v' *Pipe MRF F D I
AC UR aTEI_Y HELD IN POSITION PRIOR TO AND DURING THE PLACING OF
1 REQUIRED PER POST 6" THIS I CO CFETE
7 v"by SI7+° +9 _v''S+° B • O a +° ®. V+V+'FlvH"v °+v C4.° v+A7. fJ STANDARD IPNGTH 1-1/2' C%21GiNAL INK DRANdtNG CIl3 'ICLDFD PADS: MOLDED PADS SHALL BE MANUFACTURED FROM NEW
lJ ` + POLY FILM OR LINED! rI IILCtNIZED ELASTOMER AND UNUSED SYNTHETIC FIBERS, WITH A WEIGHT
C B CKET BOLT & NUT E 'r9P2PTI'2N OF FIBER CONTENT EQUAL TO APPROXIMATELY ONE-HALF OF THE
o ACCT DOT No. 6 stone (3/4')/ o
o
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STUART J. FAIRBANK SITE DEVELOPMENT PLAN
Tl Crus ed Aggregate Fill Gradation CONN. P.E. #20206 BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL LAND & MARINE
PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR ANGUS MCD®1 1ALT) PREPARED FOR
ASTM C-33 San size % Passing
1 1/2 in. 100
1, I i/ DEPICTED.
Or approved .c '`':fp 02016 - ANGUS McDONALD / GARY SHARPE & ASSOCIATES, INC. 1' _
f.'' z
PP 3/4 in. 50-100 f ..
4 25-50 ` . Z
Il::t'L GARY I I ItI' DEER RUN STABLE, LLC
e uivilarlt #40 10-20 `Ate,•-° THESE DRAWINGS ARE THE PROPERTY OF ANGUS MCDONALD/GARY SHARPE & ASSOCI- ;, ^ `-y ± A+
4 1499 & 1505 HARTFORD NEW LONDON TURNPIKEATES, INC. AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT j &1 SSOCIATE JAV,.
100 5-15 ' ` F *_ -q:; 1' ' - OR PROPERTY, THEY ARE NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY W
200 less than 10 AGO OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESS WRITTENH= 6" (GST6206) *Distribution Pipe: s CONSENT OF ANGUS MCDONALD/GARY SHARPE &ASSOCIATES, INC. z '_!'"° '^_" C SINGE I F,1 OAKDALEIMONTWLE, CONNECTICUT
Copyright 2010 Geomatrix Systems, LLC -'l --' - _ -
12" (GST6212) SDR 35 or Schd. 40, ASTM D-1785 PVC Manufactured under one or more of the following _ _ -
P for gravity applications US Patent Number 7,374,670, 7,465,390, 7,351,005
b
2 ya ; „ ! y zm
18 (GST6218 40 ASTM D-1785 PVC pipe for Other patents pending
is ,= t,
4 THE WORD 'CERTIFY, AS USED IS UNDERSTOOD TO BE AN EXPRESSION OF PROFES- ( I,. 1` Z DATE: JULY 10 2019 SCALE: AS SHOWN
Schd. p p n `fC ` sry SIONAL OPINION BY THE ENGINEER OR SURVEYOR. IT IS A DECLARATORY STATEMENT C P.O. BOX 608, 2 '4 nr+^T')!T POST ROAD '
GEOMATRIX ST LEACHING SYSTEPA , Cis '>> WHICH IS BASED ON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF_ AS SUCH IT w ;;-#j„ _.,'1'`- s .;:. OLD SAYBROOI'. .(`1'tF'CI_UT 08475 DR'N DOD CK D APP'D
24 (GS pressure applications H-20 // / ,I.I .t CONSTITUTES NEITHER GUARANTEE NOR WARRANTY, EXPRESSED OR IMPLIED, OF ANY I t xM TEL (860) 388-4o1 rAN Inas) 388-3932
Geomatrix Systems, LLC., Old Saybrook, ////fllflltt\Y INFORMATION CONTAINED HEREON. NO CERTIFICATION IS EXPRESSED OR IMPLIED ON ANY '. _,ar,. ;' SHEET 8 of 11 JOB NO. 186333
30 (GST6230) CT 860-510-0730 ORIGINAL OR ANY DUPLICATE OF THIS PLAN UNLESS IT BEARS AN ORIGINAL STA i:1 OR
36" (GST6236)
SANE NONE REV. B PLANNING
DATE Nn6r2DIo acaD No. Gsr H-z.Drlc
SEAL AND ORIGINAL SIGNATURE OF THE INDIVIDUAL WHOSE REGISTRAnON NUMBER REVISIONS: 1/13/20 REVISED PER COMMENTS, 2-20-20 UPDATED
APPEARS HEREON. 2-27-20 PER TONM PLANNER, 3-11-20
DRAwry Br: ERP SHEET 1 OF I
F'Jabs2018:b333Cha,OrevH^mNdblDva4Sde Dever-cmml PI°m10-I6-2020 r,ew bvoul tl w 8M I 1-Cml: nls 112L 1252021 8 4I 19 PM
VORTECHS 4000 DESIGN NOTES
VORTECHS 1000 DESIGN NOTES VORTECHS 4000 RATED TREATMENT CAPACITY IS 6 CFS, OR PER LOCAL REGULATIONS. IF THE SITE CONDITIONS EXCEED RATED TREATMENT
VORTECHS 1000 RATED TREATMENT CAPACITY IS 1.6 CFS, OR PER LOCAL REGULATIONS. IF THE SITE CONDITIONS CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.
EXCEED RATED TREATMENT CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.
THE STANDARD INLET/OUTLET CONFIGURATION IS SHOWN. FOR OTHER CONFIGURATION OPTIONS, PLEASE CONTACT YOUR CONTECH
THE STANDARD INLET/OUTLET CONFIGURATION IS SHOWN. FOR OTHER CONFIGURATION OPTIONS, PLEASE CONTACT www.ContechES.tbrTtwww.ContechES.com
YOUR CONTECH REPRESENTATIVE. www.ContechES.com 12'-0"[3658 mm]
9'-0"[2743 mm] ALUMINUM SWIRL
ALUMINUM CHAMBER
SWIRL
CHAMBER f1,-•
ti. s.: ". ;'. J
n SITE SPECIFIC
E A SITE SPECIFIC DATA REQUIREMENTS 2
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DATA REQUIREMENTS 7 E
m STRUCTUREID ID GUAR!1 5' CHAIN
Flow 4M J STRUCTURE ID WATER QUALITY FLOW RATE (CFS) WQF W LINK FENCE
WATER QUALITY FLOW RATE (CFS) A •? A 1 ° ` °'' • r• e° PEAK FLOW RATE (CFS) PEAK
j. .. , ' PEAK FLOW RATE (CFS)
RETURN PERIOD OF PEAK FLOW (YRS)
RETURN PERIOD OF PEAK FLOW (YRS) RETURN
BAFFLE WALL FLOW CONTROL WALL
oryr: n
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PIPE DATA: I.E. MATERIAL DIAMETER GRASS-- --
PIPE DATA: I.E. MATERIAL DIAMETER CORE! INLET PIPE 1 ELEV MATERI DIAM
DIAM CUPS t
SECTION B -B INLETPIPEI INLETPIPE2 ELEV MATERI
1
HT
INLET PIPE 2 '
OUTLET PIPE BAFFLE WALL FLOW CONTROLWALL
OUTLET PIPE ELEV MATER
RIM ELEVATION
DIAM
RIM
DRIVEWAY
PAV• • NT7
RIM ELEVATION SECTION B -B ANTI -FLOTATION BALLAST WIDTH HEIGHT
TO GROUT TO FINISHED CONTRACTOR PROVIDE
ANTI -FLOTATION BALLAST WIDTH HEIGHT WIDTH HEIG RETAINING WALL TO 8E CAST IN ,. DIY'
CONTRACTOR
GRADE
SO
NOTES/SPECIAL REQUIREMENTS:PLACEETE. I
FRAME AND COVER
NOTES/SPECIAL REQUIREMENTS: PROFESSIONAL ENGNO
ERE
SHALL
DIAMETER VARIES) PER ENGINEER OF RECORD DESIGN AND INSPECT THE
N.T.S. PER ENGINEER OFRECORD CONSTRUCTION OF THE WALL. C01'JCP.ET FINISHED GRADE BELOW
FINISHED
GRADCONTRACTOR
E
GROUT TOR TOTOCONTRAGRAD /RISER FRAMEFRAME AND COVER STRUCTURAL ENGINEER TO PROVIDE. RETAINING WALL
r TOP ANDSIDES..
SEALEDTO VAULT
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N.T.S.
CONSTRUCTION DETAILS INCLUDING
CONCRETE, REINFORCEMENT, AND
WALL Z
I T RAILING/FENCE ATTACHMENTBB
r .. ti SPECIFICATIONS. CtCONCRETERETE POUTING LU
WEIR AND
ORIFICE
PLATES E GENERAL NOTES
1.
NERAL NH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
WITH REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. F
TOPAND SIDES
SEALED TO VAULT T
GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR I— VARIES
a
2. DIMENSIONS MARKED ()ARE
3. FORFABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE
CONTECH REPRESENTATIVE. www.ContechES.com
ISIS CONTECH REPRESENTATIVE. www.ContechES.com
WITH ALL DESIGN DATAAND INFORMATION B WEIRAND B 4. VORTECHS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION Rr.T!_41 II'7-.,l(QLt.. SECTION4. VORTECHS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE ORIFICE CONTAINED IN THIS DRAWING. Sit,
E CONTAINED IN THIS DRAWING. PLATES E S. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING MOT TO SCAM) E OUTLET 5. STRUCTURE SHALL MEETAASHTO HS20 AND CASTINGS SHALL MEETAASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, R BELOW, THEOUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO
e INLETPIPE PIPE GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO ECONFIRMACTUALGROUNDWATER ELEVATION.
t.. CONFIRM ACTUAL GROUNDWATER ELEVATION, u 6. INLET PIPE(S) MUST BE PERPEDICULAR TO THE VAULTAND AT THE CORNERTO INTRODUCE THE FLOWTANGENTIALLY
o 6. INLET PIPE(S) MUST BE PERPEDICULAR TOTHE VAULT AND ATTHE CORNER TO INTRODUCE THE FLOWTANGENTIALLY 4 TO THE SWIRL CHAMBER. DUAL INLETS NOT TO HAVE OPPOSING TANGENTIAL FLOW DIRECTIONS. TO THE SWIRL CHAMBER. DUAL INLETS NOT TO HAVE OPPOSING TANGENTIAL FLOW DIRECTIONS. E 7. OUTLET PIPE(S) MUST BE DOWN STREAM OF THE FLOW CONTROL BAFFLE AND MAYBE LOCATED ON THE SIDE OR ENDPIPE(S) MUST BE DOWN STREAM OF THE FLOW CONTROL BAFFLE AND MAY BE LOCATED ON THE SIDE OR END7. OUTLET PIP E It41.ET OUTLET OFTHE VAULT. THE FLOW CONTROL WALL MAY BE TURNED TO ACCOMODATE OUTLET PIPE KNOCKOUTS ON THE SIDEOFTHEVAULT. THE FLOW CONTROL WALL MAY BE TURNED TO ACCOMODATE OUTLET PIPE KNOCKOUTS ON THE SIDE v
m PIPE PIPE OFTHEVAULT.
OFTHE VAULT. c INSTALLATION NOTES
PERMANENT POOL INSTALLATION NOTES A. ANY SUBBASE, BACKFILL DEPTH, ANDANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS-
ELEV. A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS OANDSHALLBESPECIFIEDBYENGINEERROF RECORD.
SECTION A -A AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. r. • ` •' - B. CONTRACTOR TOPROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFTAND SET THEB. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFTAND SET THE STRUCTURE (LIFTING CLUTCHES PROVIDED).
VORTECHS STRUCTURE (LIFTING CLUTCHES PROVIDED).
PERMANENTVORTECHS
C. CONTRACTOR TO INSTALL JOINTSEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE,
INVERTS WITH ELEVATIONS SHOWN.
POOL ELEV. a_
SECTION A -A D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE E. CONTRACTOR TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINEE. CONTRACTOR TO TAKE APPROPRIATE MEASURES TOASSURE UNIT IS WATER TIGHT, HOLDING WATERTO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. INVERT MINIMUM. IT IS SUGGESTED THATALL JOINTS BELOW PIPE INVERTS ARE GROUTED.
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S SOUMONSVorteehs" www.Con"ES.com STANDARD DETAIL 9025 Centre Pointe Or Suite 400 West Chester OH 45069
ur ee morcclE"e.,r"wuu„+" 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
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800-338-1122 513-645-7000 513645-7993 FAX
800-338-1122 5136457000 513-645-7993 FAX
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EWA 0 SPACED ' tETl "STP,UCTURAL WELDING CODE -ALUMINUM", ANSI/AWS D1.2. EACH wAY
WALLA WALL I3 1-t/ff FTING SHALL BE DONE IN ACCORDANCE WITH ARTICLE 6.5 -RIVETING OF
1 Posr BOLT 32, P AASHTO SPECIFICATIONS FOR ALUMINUM STRUCTURES".
29/64 R
TAL BRIDGE RAIL: THE RAILING POSTS, POST CONNECTION DEVICES, SPLICE
IRS ,AND PAILS SHALL BE EXTRUDED ALUMINUM AND CONFORM TO THE
UNITED CONCRETE PRODUCTS INC. SPLICE BOLT SLAT I-';UIPEf,1Er,ITS OF ASTM B221, ALUMINUM ALLOY 6061-T6 OR 6005-T5.
173 CHURCH STREET TEL. (800) 234-3119 FAX. (203) 265-4941 ;'"CKET HEAD CAP SCREWS SHALL BE STAINLESS SHALL BE STAINLESS STEEL
YALESVILLE, CT 06492 TEL. (203) 269-3119 WWW.UNITEDCONCRETE.COM } CONFORM TO THE REQUIREMENTS OF ASTM F837, GROUP 1 (ANSI TYPE 304).
0 SPLICE BOLTS
PER JOINT '_' BOLTS SHALL BE STAINLESS STEEL AND CONFORMS TO THE REQUIREMENTS
ASrr1 F593, GROUP 1, (ANSI TYPE 304). NUTS SHALL BE STAINLESS STEEL AND
NFOprI TO THE REQUIREMENTS OF ASTM F594, GROUP 1. WASHERS SHALL BEV. POST BOLT SLOT
nTFIIFSS AND CONFORM TO THE REQUIREMENTS OF ASTM A167, TYP302 THROUGHT
E UCITrIT RIVETS SHALL CONFORM TO ASTM 8316, ALUMINUM ALLOY 6061-T6
T1`1 8221, ALUMINUM ALLOY 6061-T-6.
THS OF PAIL ELEMENTS SHALL BE CONTINUOUS OVER FOUR RAIL POSTSRAILSPLICEITEnF`,'ER POSSIBLE BUT IN NO CASE LESS THAN TWO. WELDING OF TWO OR
PAILS TO FORM AN ELEMENT WILL NOT BE ALLOWED. RAIL SPLICES SHALL
GEOMATRIX GST "62" LEACHING SYSTEM 10CATED IN RAIL PANELS OVER OPEN JOINTS IN PARAPETS. SPLICE BARS
t' SPLICE BOLT 1/4" +0 5/ff 'ral_L 11nvE A SLIDING FIT IN THE RAIL SECTIONS.
5/16" -1/32 1-1/4' 15/16' DIA. x 1/16' +1/32' DEEP A
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H-20 P05T BOLT 3/16' +0 RrCE55 ONE 510E -0 4 -
G L 3" DEEP X 4" WIDE GROOVE IrJtir' RAILINGS SHALL BE CAREFULLY ADJUSTED PRIOR TO FIXING IN PLACE1/32 4 Tr.)SI_IPF PROPER MATCHING AT ABUTTING JOINTS AND CORRECT ALIGNMENTFinishedGradeshallbepitchedtosheetnnC1_IP,/ATURE THROUGHTOUT THEIR LENGTH. AFTER INSTALLATION, ALL RAILS
flow stormwater away from system".
ONE SIDE
16' S SHALL BE FREE OF BURRS, SHARP EDGES AND IRREGULARITIES.
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THE WIRE STRUTS SHALL
LL
COLD -DRAWN ADN CONFORM
r cTr I 115 10, GRADE 1030. THE FERRULES SHALL CONFORM TO ASTM 108,
C'E 1 IL14. AFTER FABRICATION, THE PRESET ANCHORAGES SHALL BE HOT -DIPdP9+:v° ' vf° 'nf1I7_ED III ACCORDANCE WITH ASTM A153. THE BOLTS SHALL BE "FREECTDPHMIn. 12 cruse aggregate fill over fabric -maximum d IclekJ D ;b *'.S{ v'HV.. size Min 12' 5/0 N.C. -2
PProve v v4v+v v v 7* 4- v '.d o+o, 0 1.5" and less han 10% Ines assin #200 sieve (loose) e rlrll!l " IN THE FERRULES AFTER GALVANIZATIION.
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T.. HV. +—v3v.vv...VHv+ v rv: d:7 o+v: d :v q ` +v.• +v v^ # °±vv ck ° +° POST BOLT 5PLICE BOLT NUT
Fabric o+v Qv.t vFv b v v+v b v+ "!
ANCHORAGE ASSEMBLIES SHALL
8 REQUIRED PER SPLICE 3 REQUIRED PER RAIL ELEMENT '_=
rADE OF THE BRIDGE DECK. THE ANCHORAGES SHALL BE FIRMLY AND
3 v v+v . o .q v ° Y. oev b:+v o b i Distribution Pipe v+v 7 vi- v 7+v SAME EXCEPT I!NCTH p
vv-
1
v+v:C . V+ 17 tz. v t V. v' J v
D
v u . v
n
v.
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AC UR aTEI_Y HELD IN POSITION PRIOR TO AND DURING THE PLACING OF
1 REQUIRED PER POST 6" THIS I CO CFETE
7 v"by SI7+° +9 _v''S+° B • O a +° ®. V+V+'FlvH"v °+v C4.° v+A7. fJ STANDARD IPNGTH 1-1/2' C%21GiNAL INK DRANdtNG CIl3 'ICLDFD PADS: MOLDED PADS SHALL BE MANUFACTURED FROM NEW
lJ ` + POLY FILM OR LINED! rI IILCtNIZED ELASTOMER AND UNUSED SYNTHETIC FIBERS, WITH A WEIGHT
C B CKET BOLT & NUT E 'r9P2PTI'2N OF FIBER CONTENT EQUAL TO APPROXIMATELY ONE-HALF OF THE
o ACCT DOT No. 6 stone (3/4')/ o
o
2" Over top of pipe o J *H MACHINE BOLT FOR FASTENING BRACKET TO P05T
O C AIVGUS MCD I4ALD /GARY Sbit"fl CONCRETE FUEL PAD DETAIL
SHALL BE 3/4' OTA. x 1-1/Z' LANG WITH A.S.R. "'
TAL ': ETGHT OF THE PAD.
O
0
O
a
AFTER
ADr4kAND
NUTTHE NUT MUST BE A FREE
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S, INC. '
PLed 233 E30STOfY POST R01tip (
NOT TO SCALE)
U 14 FIT ON BOLTOW SAY2 n al. 0"MRNN DEWLS
2" GUARD RAIL DETAILS I eaxro o
z2„ 62„
STUART J. FAIRBANK SITE DEVELOPMENT PLAN
Tl Crus ed Aggregate Fill Gradation CONN. P.E. #20206 BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL LAND & MARINE
PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR ANGUS MCD®1 1ALT) PREPARED FOR
ASTM C-33 San size % Passing
1 1/2 in. 100
1, I i/ DEPICTED.
Or approved .c '`':fp 02016 - ANGUS McDONALD / GARY SHARPE & ASSOCIATES, INC. 1' _
f.'' z
PP 3/4 in. 50-100 f ..
4 25-50 ` . Z
Il::t'L GARY I I ItI' DEER RUN STABLE, LLC
e uivilarlt #40 10-20 `Ate,•-° THESE DRAWINGS ARE THE PROPERTY OF ANGUS MCDONALD/GARY SHARPE & ASSOCI- ;, ^ `-y ± A+
4 1499 & 1505 HARTFORD NEW LONDON TURNPIKEATES, INC. AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT j &1 SSOCIATE JAV,.
100 5-15 ' ` F *_ -q:; 1' ' - OR PROPERTY, THEY ARE NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY W
200 less than 10 AGO OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESS WRITTENH= 6" (GST6206) *Distribution Pipe: s CONSENT OF ANGUS MCDONALD/GARY SHARPE &ASSOCIATES, INC. z '_!'"° '^_" C SINGE I F,1 OAKDALEIMONTWLE, CONNECTICUT
Copyright 2010 Geomatrix Systems, LLC -'l --' - _ -
12" (GST6212) SDR 35 or Schd. 40, ASTM D-1785 PVC Manufactured under one or more of the following _ _ -
P for gravity applications US Patent Number 7,374,670, 7,465,390, 7,351,005
b
2 ya ; „ ! y zm
18 (GST6218 40 ASTM D-1785 PVC pipe for Other patents pending
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ATES, INC. AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT
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SIONAL OPINION BY THE ENGINEER OR SURVEYOR. IT IS A DECLARATORY STATEMENT
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A. PROPERTY 5URVEY MAP, PROPERTY OF, JOETTE J. C#kREY, 1499 HARTFORD
NEW LONDON TURNPIKE, OAKDALE/MONTVILLE, CONNECTICUT, DATE: FEBRUARY 21,
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B. 517E DEVELOPMENT PLAN, PROPER1IE5 OF, JOETTE J. GAREY, 1499 & 1505
HARTFORD NEW LONDON TURNPIKE, OAKDAI F/MONTVILL.E, CONNECTICUT, DATE:
OCTOBER 31, 2010, BY ANGU5 MCDONALD/GARY 5HARPE & A550CIATE5, INC.
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JR., REVOCABLE TRU5T, HARTFORD ROAD (CONNECTICUT ROUTE 65) AND
CHE5TERFIELD ROAD, MONTVILLE. CONNECTICUT, DATE: JANUARY 20, 2000,
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E. TOWN ROAD5, MONTVILLE, BY: CONNECTICUT DEPARTMENT OF TRAN5PORTATION,
RENED TO DEC. 31, 1974, CG5 DATA REVI5ED DEC. 15, 1999
F. CONNECTICUT STATE HIGHWAY DEPARTMENT, RIGHT OF WAY MAP, TOWN OF
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50UTHtRLY A50UT 5,550 FEET, ROUTE No. 102, 5HEET5 I & 2 OF 2,
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ROAD, RUNNING 5OUTHEA5TERLY 2,300 FEET. DATE: JULY 1963.
H. TOWN OF MONTVILLE, MAP 5HOWINCG LAND AND EA5EMENT ACQUIRED BY, THE
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DATE: DECEMBER 1945, 5HEET5 1 & 2 OF 2.
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ON FILE IN THE TOWN OF MONTVILLE LAND RECORD5 A5 VOL 581 PG. 49
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CONSTITUTES NEITHER GUARANTEE NOR WARRANTY, EXPRESSED OR IMPLIED, OF ANY
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NEW LONDON TURNPIKE, OAKDALE/ MONTVILLE, CONNECTICUT, DATE: FEBRUARY 21,
2018, BY ANGU5 McDONALD/CLARY 5HARPE & A550CIATE5, INC.
B. 51TE DEVELOPMENT PLAN, PROPERTIE5 OF, JOETTE J. GAREY, 1499 & 1505
HARTFORD NEW LONDON TURNPIKE, OAKDALE/MONTVILLE, CONNECTICUT, DATE:
OCTOBER 31, 2018, BY ANGU5 MCDONALD/GARY 5HARPE & A550CIATE5, INC.
C. PROPERTY 5URVEY AND 5U5DM510N PLAN, PROPERTY OF, W. LAWRENCE MINER,
JR., REVOCABLE TRU5T, HARTFORD ROAD (CONNECTICUT ROUTE 85) AND
CHE5TERFIELD ROAD, MONTVILLE, CONNECTICUT, DATE: JANUARY 20, 2000,
REVI5ED THRU: 5/19100 BY: DiCE5ARE-BENTLEY ENGINEER5, INC.
D. PLAN 5HOWING PROPERTY OF, ELIZABETH 5ADIN5KY, ROUTE 85 AND
OAKDALE-CHE5TERFIELD ROAD, TOWN OF MONTVILLE, CONN., DATE: OCTOBER
1970, BY: DiCESARE-BENTLEY-WELLING ENGR'5.
E. TOWN ROAD5, MONTVILLE, BY: CONNECTICUT DEPARTMENT OF TRAN5PORTATION,
REIVED TO DEC. 31, 1974, CG5 DATA REVI5ED DEC. 15, 1999
F. CONNECTICUT 5TATE HIGHWAY DEPARTMENT, RIGHT OF WAY MAP, TOWN OF
MONTVILLE, HARTFORD -NEW LONDON ROAD, FROM THE KRUPCAL PROPERTY,
5OUTHERLY ABOUT 5,550 FEET, ROUTE No. 102, 5HEET5 I & 2 OF 2,
DATE: 5EPT. 30-1930, REVI5ED: OCTOBER 16, 1967.
G. TOWN OF MONTVILLE, ROUTE #85,PLAN 5HOWING TAKING UNE AT, 5ADIN5KY
PROP. & ADJOINING PROP. OWNER5, BEGINNING AT ROUTE #161, FLANDER5
ROAD, RUNNING 50UTHf_A5TtRLY 2,300 FEET. DATE: JULY 1963.
H. TOWN OF MONTVILLE, MAP 5HOWING LAND AND EA5EMENT ACQUIRED BY, THE
5TATE OF CONNECTICUT, FROM ELIZABETH K. 5ADIN5KY, NEW LONDON TURNPIKE,
DATE: DECEMBER 1948, 5HEET5 1 & 2 OF 2.
2. FOR 5UBJECT PROPERTY, REFERENCE 15 MADE TO THE FOLLOWING DEED5
ON FILE IN THE TOWN OF MONTVILLE LAND RECORD5 A5 VOL 581 PG. 49
VOL 638 PG. 521 AND L15TED ON A55E550R'5 MAP 005 A5 LOT5 24-OOA
23-OOA
3. SUBJECT PROPERTY 15 NOT IN A FLOOD HAZARD ZONE PER FEMA FLOOD
IN5URANCE RATE MAP, NEW LONDON COUNTY, CONNECTICUT, MAP NUMBER
09011CO337G, EFFECTIVE DATE: JULY 18, 2011
4. INLAND WETLAND5 MARKED BY RICHARD 5NAR5KI, 501L 5CIENTI5T, 2/15/2018
9/27/18 AND LOCATED BY FIELD 5URVEY.
10 R=6915.55'
T..F-208.96 6=X96.1 1'
i - A=1• 47
Doue E
CH=5 64' 50'24" EExISTING ! .B. R=6915.55' BLT. DRIVE` T.F.=209.37( ) L=106.14' 196.10' I T.F.=209.40( A=0°52'46"
EXISTING
CH=N366°05'32" W
106.14'
THIS MAP PROIXXED BY
W.IGINAL INK DRAWING ON
P;_rl•'d' F IUY4> '!P LINEN
k'. 'RJNALO J GAR'v SHS
ASSOCIATES, IMC.
93 BOSTON POST ROA0
16 (QLD !LyllikmCF 064•m
BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL
PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR
DEPICTED.
02019 - ANGUS McDONALD / GARY SHARPE & ASSOCIATES, INC.
THESE DRAWINGS ARE THE PROPERTY OF ANGUS MCDONALD/GARY SHARPE & ASSOCI-
ATES, INC. AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT
OR PROPERTY, THEY 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 ANGUS MCDONALD/GARY SHARPE & ASSOCIATES, INC.
THE WORD 'CERTIFY", AS USED IS UNDERSTOOD TO BE AN EXPRESSION OF PROFES-
SIONAL OPINION BY THE ENGINEER OR SURVEYOR. IT IS A DECLARATORY STATEMENT
WHICH IS BASED ON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT
CONSTITUTES NEITHER GUARANTEE NOR WARRANTY, EXPRESSED OR IMPLIED, OF ANY
INFORMATION CONTAINED HEREON. NO CERTIFICATION IS EXPRESSED OR IMPLIED ON ANY
ORIGINAL OR ANY DUPLICATE OF THIS PLAN UNLESS IT BEARS AN ORIGINAL STAMP OR
SEAL AND ORIGINAL SIGNATURE OF THE INDIVIDUAL WHOSE REGISTRATION NUMBER
APPEARS HEREON.
I
544N 'Dx E FN!
2 55 - PROP05FD 5TRLI
1 RU04 e --- (__ c _cQb; Ll
T.F.=20
T.F.=20 .28(E) (
00' cDP11E TO BEGIN GLENO TO
N/F
JEFFREY DANIEL5
VOL 586 PG• 997
N/F11495ROUTE05A550CIATE5, LLC
VOL 347 PG. 20
LOCATION MAP N
5CALE:1"-1000't
51TE 8ENCHMARK
EIPV.=208.50
R.R. SPK. IN
58C 2055
NAVD 88 DATUM
CHO.
W/DISKNET
54 U 1 FND.
OVERH WIRES ) TYP. 3299 _-
GQsEn
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TIE-R 1L ............... ...OUT RR-ELCTOO
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2
5NET
T.F. _206.40 2051
W/
UGHT=
51HGENSTERFIELO
EXISTING
DRIVE
100' GLENO TO EXISTING STRIPING GEXISTI
BIT. DRIVE INTER5ECTION I-
OIAGRAM
N / F WATER - - -
M.H. 8ADC0, LLC
VOL 523 PG. 4
APPROVED BY THE TOWN OF MONTVILLE
PLANNING AND ZONING COMM155ION 50 37.5 25 12.5 0 50 100 150
5lr4NMRF- DATE SCALE IN FEET
CERTIFICATION NOTES: ANGUS L. McDONALD JR.- HIGHWA Y RESTRIPING PLANCONN. L.S. #70173 LAND & MARINE-
1.
ARI N F PREPARED FOR1. THIS SURVEY PLAN HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT ;,--- ANGUS MF- f A L STATE AGENCIES SECTION 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR '" `T' T' ' ' * "' D '
r DEER RUN STABLE. LLCSURVEYSANDMAPSINTHESTATEOFCONNECTICUT" AS ADOPTED BY THE CONNECTICUT .. ( A i 1ASSOCIATIONOFLANDSURVEYORS, INC. ON SEPTEMBER 26, 1996. ; .-i c G ,Y S 14A It I L', Z FOR PROPERTIES LOCA TED A T
A. TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY I, j++ AA (+/ T ^+
B. BOUNDARY DETERMINATION: RESURVEY _z. n T IR AS S 0C Lf1.l I. 1. INC
C. THIS SURVEY CONFORMS TO THE STANDARDS AND ACCURACY OF CLASS A-2 & T-2 w .. < 1499 & 1505 HARTFORD NEW LONDON TURNPIKEw _ ., rn
2 ``. - Slrac f 14F OAKDALE/MONTWLE, CONNECTICUT
P.O. PDX 609, z 3 P, .,,, DATE: JULY 10, 2019 SCALE: 1"=50' Z „ - T I I OST ROAD
w:< OLD SAYBROc K, Cn,nar,,1.TT 08175 DR'N DO'D CK'D APP'D880) SS11-4871 FA" 'Pon) SAP.—SQ82
TO MY KNOWLEDGE AND BELIEF
r T SHEET it Of 11 IJOB NO. 186333
THIS MAP IS SUBSTANTIALLY PLANNING REVISIONS: 2-20-20 UPDATM, 2-27-20 PER TOYM PLANNER. 8-11-20 LPG TANK &
CORRECT AS NOTED HEREON. GENERATOR, 11-11-20 ADD SIGNS & STRIPES
3CahPv-MonlvillNG.a15ReDe+NodnpnlPlar10.1&2010 ne"IMOut d.a IIQIba.5.dSRvw V. Y. C10ibJtM1