HomeMy WebLinkAboutExcavation Plan (rev)MAP NOI-ES
L
COPYRIG.'HT 2002
PROPER'PFY CORIMET? by CO—OPERATIVE Las d SLJ11-VeY("(S, ILLC'
B-Cj/LDhNG LAN This prcAuct style and for -1-1-1c.1.1 is protected by
E
Cright and till righits ore reserveri, �U
1-e -
7-
opy
TST HOLE
this style and foffncot Is strictly pro'hibited
X,r�ffiX101MI/j//,, PEf=-?C TES" T withotit the written consent and per riii ssion of
T C',O—OPERTATIVE Land Surveyors, LLC,
AL
J�LLY CORRECT 0 F' co z, EXIST, Z� CONTOUR- IN71f �10
K IN Y IOWUEDGE AND BELIEF, THIS MAP 1 "4.' 1
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AS N EXIST 10 1,0A/T0(''P 11V7-L-Tb-?VAL.
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PROP" Co'�VITOUR /I L -XXX
"a' 14W
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ARVEIZ'? _'; ' F
D. IT BAIRPLiW
P OF �5EJ)/ME�,
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14650
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o'l- L -WIT OF /NLANL, WETLANDS
S H E ET 1 0 F 2
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'�uomls<' 10
IKJAJR�RATIVE HA.'YBALE INSTALLA]"10N
THS PLAN CALLS FOR THEE CCIMPLETION AND EXPANSION OF A PREVIDUESUI( BALES SHALL BE PLACED IN A SINGLE ROW, ORIENTATED FAF,ALLEL TO
A 11 :11'"F.'�,OVED EXCAMATION TAMPING THE REMOVAL. OF' GRAVEL WHIC,�! WILL, CONTOUR, WITH ENDS COF ADJACENT BALES ABUTTING ON ANOTHER.
ENL,,,''�RGE 1 -HE EXISTING PON'[), ASSOCIA,'TED REGRADING AND CONS11 R(_J C", T 10 N C)F 2 EACH BA11 SHAK BE SECURELY ANCHORED BY AT LEAST TWO (2) STAKES, PROTEC-FED AREA AREA OF EASTURBANCE
'IF THE POND, TIIF�E AREA TO
AN ACCESS Ri,,DAD MONG THE TOP 01" THE SLOPE (',",
BE EXCAVATI-ED 6 BASCAL-'i" THE SAME AS THAT WAS I1F_.,1F?,EVI0I,,JSLY APPF'OVED BY 3i THE GAPS BETWEEN BALES SHALL BE WEDGED WITH STRAW TO PRIEVEN'T_ WATER
TTIE AND PUNNING (T)KAPAISSION, THAVT FPEI�MFTF EXPIRED, 1"ROM BETWIEEN THE BALES.
SUPPOR-11" NETFING',
ACIFIMTIES AFRE EXECTET) 10 F,'1...SUME UrPON APPRC)VAL, ROC,ER VIENS IS
FRESPONSETE FOR THE 7 TIME& 1N'STALL(MUN ANU MAINIENANU CiF ALI. I:XLQIUT,,J
AND SEDIMENT CONTROL. MEASURES AS DEPICTED 1AIND OUTLINED HEIREON.
1. Operation Standards for Rernovali Lind Restoration
All sok vegetatJon, rock and grcr,�,,�al ren-ioval octivrti�.-,.s conholled by this shall
subject to ti -ie following standcirds�
a, Time of Operation.
'L Excavation and sRe mainten�anc.e nn�,,,jy bi:.� carried an frorn 7�00 AM, until 44cic,-) P,M,,
Monda�y thrOUgh 1:'�ahjrday�
2, Trucking frorn the Qte may be! carried (Ai f�orn 6:00 AAA, through 6:00 F01, Monday
through Saturday,
b, Site Preparation.
1. Only the ,xtivity area described in the permit application miciy be nnode r eady for earth
removal,
2, No standing trees are to be buHdozed over, or sicished and bulldoz&.3] in.f.io piles. All
trees must be cut domwr All wood and brtish must be piled fior re-rno�vai or chipping,
Wood chips may rernain on the site, klc> trees are trc, be on the site.
3, Stumps shall be disposed of in G 1;7.)C0tJon cipproved t,,,y Ui('�',, "Fown,
4. AH topsoil removed frorri the acUve removal area shchl be stoch pHed and adequately
protected frorn erosion for ft.ilti,.,irfe site restoration.
E, � No shcdl be rery-ioved frorn the Nte until oil arecis 11-il:,jve been restored.
6 I'Vior to any excavation of ecirth removal, adequate siltatkwi basins shall tm,
constructed to prevent the run --off of silted mwater frorn the Site, aa_,�� deerned neces,,,,_;,-,1ry
by the Town,
It AH excavation shall be done so as to create cont(jurs, to channel r-un—off waters inU,.,
the exq:.-,�c,�vatic)ri ci r e, a -
Eh No siltation L)osiri sricill exceed seven (7) feet h depth,
11 SUation n-iust be cleaned when sedirnernt deposits are Mthin eighteen (18)
ir)(,Ahes (::J the top of berm,
c, Site Maintenance,
1. No auen face excrvvation sholl exceed twenty --five (25) fe-et in height
11 No, slope sha1l exceed a two (2) feet horizontal to a one (11) foot verUcch (2:1) grade
:1 No, earth rennoval operation shall create wxc-.essive arriounts of dust or allow roads
leading kto or from a site to become excessively dust, producing.
Proper dust c�,..�ntrol methods shaIl be eaJoyed as required by the Towm
d. Access.
tl,-),e project
1. Access U) Fellows Road wM be over
an eristkg earthen dAveway,
Z A canshucthn enhance (anti—tracking
pad) shall be placed on the edsthg paved d6ve.
:1 A STOP Qn shchl be installed so as to warn a.ny vefiicle entering onto Fellows Road.
e� Temporary Buildings.
inc-hes in diameter
1. No terriparary bi.,flldings pr,,,3p)osed.
will be rarnoved frorn ME; t0F)SOil vvith
f� Mechanical Crushing and Screen�ng.
I -)e , pr,eat'.:1 at a
I , No is prop�,osed,
over all
Z Restoration Standards
order to UM -14C]"
1. a. All tosiw"- n";r be wuf�pnwveA
vat" axt; (60) days afLer the ternonuvion uf --j
phase.
t r ci c, k i n Witt! 0
b� No s�ope shall be left. with c., grade
steeper than a two (2) feet horizontal to a one
(1) foot vertkal (2:1).
not be placed if
2, AH topsofl whicJ"i was on the site prior
to earth rennoval operations shall be replaced tO 0 fTninin-11JITI
corriPaf,,JF,,,,(J (Jepth of four (4) inches on
;A1 disturbed upland areas.
the newly topsoiled oreas to
orevent excessive WfAch could
3. Seeding -- The entre uWand area shall
be seeded with grass as outtlined-I hiereon.
EROSION AND SEDRJENT CONTROL NARRATIVE
,%cn
1, AIJ. QVC0RI,,': SHALL WITH Ali APPROTA TROSK)N AND SEDIMENT CONTRC,)t.,
PLAN" 1C) PREMENT OR MINIMIZE EPOSION,
2, THE lNSTALLATION AND MAUNTENANCE OF EROSlON CONTROL. I)EVICES IS THE
RE� PONSIBILIT11Y OF TIHE LANDOWNEFT DEVELOPER AND EXCAMATION C0NTRA(_`,TOR. TOWIN
OFFRIALS SHAL1 BE: NOTIFIED 151 WR[PNIG OF THE NAME, ADDRESS AND TE,'._EPH(,.)NE
N(JM[,3,ER OF THE INDVVHXJAL. k,�.ESPONSIBLE FOR THIS WORK (INCLLIDING ANY CHANGES), A
[�-1RFC0NS11'R(JCJ_l0N (---ONFERENCE WITH THE 'TOWN ST'�AF'F IS REQUIRED PRIOR TO ANY
SITE: WORK OF? EASTURBANCE,
3) THE CONTRACTOR SHALL USE THE TONNECTIC_�UT GUIDELINES FOR SOIL, EROSION AND
SEDIMENT CONTROC /20021 AS AMENLID, AS A GUIDE IN CONSTR(JCTING THE EROSION
AND SEDIME'_'NT CONTRAS AS INDI(,,__�ATED ON THESE PLAINIS, THE (31JIDELINE,-S MA)f, BE
OBTAMNIElE.) FROM T'FiE CONNECTICUT CCHAVICT. 044 SCAL 401D. WATER (�.,OI�QSEIRVATI(,)N, STil E
OFFICE BUR,EAN(-,, HARTF(._)[�D, 06106',
111 lNF(,,)RN/l ALL CONSTRUCTICiN SITE WORKERS ABOUT THE! kAA,JOR PROWSANS OF THE
EROSION AND SEDIMEINT CONTROL PLAN AND SEEK THEIR COOPERATION 1N MCNIANG THE
DISAI-I)REANCE OF THESE CONTROL MEASURES.
5� THE SHA&L SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO THE
SMAI_L.E�:'31 PR'ACT1CAL AREA FOR THE SHORTE�`ST PC)l-SIBLE TIME,
6. THE CONTRACTOR IS RESPONSIBLE FOR THE '?MEL`,i' INSTALLATIC,,)N, lNSPECTION,
REPAIR OR REPLACEMENT OF EROtSION C(_)NTROL. DEVICES AT THE END OF EACH
AJOFJ.�,,:I1NJ`G DAY AND AF-11''ER EVER)-" RAINSTORM,
'7. INSPECT AND REPAIR ER(.".)SION AND SECANAENT CONTROL [DEVICES AT' THL, END OF E/4,CH
WQFiJ<JN(3 DAY AND AF'TER, EVERY RAIN E',JiURM �
it ThE: CONTRACTOR SHALI. NOTIFY THE ENCTINEER OF UNSAISFACTORY EROSION
CONDITIONS 140T CONTROL.LED 13Y THE EIROSION AND SEDIMENT CONTROL PLAN AND
SlAALLI.- INSTALL,- ADDI'T'IC)NAL MEASUJREIS� A!:::', DIRE(:,1TED,
It FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL PLAN SHALL BE,, MADE ONLY
WITH THE WRIT`TEN APPROVAL OF THE ENGINEER AFTER REFERRAL AND APPROVAL OF
TI -IE TOWN STAFF'.
10. ACC!UhAL.1Lj�JEI'.,, `,',,EDlMENT REI�Nvl()VED FR�,'),Ivl EFJOSION CONIR01,_ DEVICES IS --1,0 BE
SPREAD AND STABILIZED IN LEVEL, E.R(,)ISION RESISTANT LOCATIONS AS GENERAL. FILL
WITHIN LAWN AND LANDSCAPE AREAS.
1 1, AM DISTURBED SURFACES SHALL BE LOAMED AND SEEDED AS NOTED HEREON.
COP T 20,,'.)2
by C0—(X`F.RAflVE Land St.xveyors, LLC
This product Stylf arid forrnat is protectet'.] by
&op_,,A-igIit cind chi rights are reserved, The use
of this sNe and forrrtat is strictly prohibiter
wRhout the written consent, and permission of
CO—OPERTATIVE Mid Surveyors, LtC.
4.) THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT THE BOTTOMS3 OF THE
END BALES ARE HIGHER IN E.1EVATION THAN THE TOP OF THE LOWEST MIDDLE BALE.
FITS 1S TO ASSURE TFIAT TI -I -E. SEDIMENT LADEN RUNz OFF WILL. F"LOW EffIHEIR THROUGH
OR OVER THE BARRIER, NOT AR()UND IT.
TOPSC-)IL STOCKPILE
THE TOPSOIL AND EXCAWNTED SUBSOIL. WTI BE STO(_',kP1LIFE:D WITHIN THE AREA CIF DISTURBANCE,
"'EDINIENT FENCES OR STAKED HAY BALES WILL, BE PLACED ON 0HE �STOCKR'ILE, S-IOCKPILE
SLOPE SHQ! NOT EXCEED 2:L THE TOPSOIL ST(DCKPILE WILL BE SEEDED WITH RYET GRASS.
SEE[)ING FOR TEKIPORAR�Y VEGETATNE COVER IS NOT RECOMMENDED AFTER OCTOBER 1. A HAY
NAULCTi OR J1,J11 NETTING 'NIL BE APPLJED TO THE STOCKPILE IF A VEGETATIVE COVER CANl`-J0I
BE ESTABUSHED.
SEEDBED PREPARATIOP4 101) SEEDING
Topsolng sholl take pdace ci,,-, arecis witi-iin,
tl,-),e project
00 ure brought to
grade. The topsoil that shall bE? spread [S
Of tICItUral oriqjin ,,,ind 'will be
taken from TE!
t0l)SOK stockpHe. Stones larger
thicon 2
inc-hes in diameter
cu)d otht--.�r debris
will be rarnoved frorn ME; t0F)SOil vvith
a roke. Topsoil shall
I -)e , pr,eat'.:1 at a
caryded depth of 6 incries
over all
(,.,Jisti_irbeJ areas. In
order to UM -14C]"
ME: t0r)SOil tO thEl SUM10d,
thEl subgrache
will be loosened by
t r ci c, k i n Witt! 0
MANCIOZER irnriediatffly before
appl)hg
topsoil. Topsoil will
not be placed if
0% SLV�qp ode or thEs topsoil is frozen
or too wet. hina.,
rubben-thad ve1i`i,,,.-,,Ies
will be excluded frorn
the newly topsoiled oreas to
orevent excessive WfAch could
hirider seed
geradnation and
seedlintg growth
Perrnqcjnent seelng wHI K (done as chsturbed arEWS are brougi-it. to grade
crid topsoded as hrig GS SLACKI seeding i: dc,,,ne between April I and jUne
15 or INUg
pu�st_ 15 through October 1, Within 7 days after topsoil is appliecl,
0 13 d Efscrkbe�:-J above, 0 C0001 SEICIS(On seed nni>,.: wdI be broadcast Ot TEE,
prescribed rote for that PC111_'fJ(,',L,JIar niix. The selected seed nlix will be frorn
,he 2002 ConrodkUt GLAidelheS for Eirosion and Sedirrient Control, F:`igure
FIS -0 (A suitable pasture (gross or gross legurne rnix rec:oirnmended by the
i,)niw,,,!rsiQ of Con n tactic ut ExteriEdon Systenn, the Natural
Resources Cor)servat...Jon Service or the local Scil &&-- Water Ccns�ervcjtion
EAstilct rricjy L)e SUbStAL&Q.). Prior to seeding, fEartilizer will be apphed cit
thEe rate of T5 pour,,,ds per 1' 000 SKILlore feet. ( 10----10-- 10 (.-)r- equ , ivalenit.),
will be oppiked at the r(-,,,jte t,�)f 200 pounds per 1 000
_,indl g1MUnd liri
X1LJarE.-.' feet, 'The HIE! and fertilizer ovill LQ hq#Q Worked to a depth of 23
to 4 incheeS. Seed shall! [.,--)e (.,,pplied Urliiforrnly' LASin'JI o cyclorte seeder
( I klydroseediry"_,�, may be USed in lieLl cJ coriventional Evading irr-�ethods.) Hay
QW&I Will b(-� (J[_`PkQJ Ot ME; rate of "100 pourid,,-_� (approx inwtdy 2 bales)
e 1,000 ,.,,,-,;c1uare feet, and tracker
r (J *,0) With C1 bLJIlJ0zer, [rcicl,<Jinig- shall be
"Jorie With the tbullde..,,,-,�zer rUnring to Llr,,�e slope. Where slopes
exceed 3 percerk, JUM netting sI&I t% LISfId tO Candrior the 1-iay i-Tiulch in
Any r,,,FAtir-iq will be installed to manufacturers recommendations.
'TEMPORARY' MULCTING
FOLLOANNG SEEDING, F'IRM SEEDBED WITH A ROLLER AND MULCH THE SEEDBED SURFA(.`,E WITIH
STRAW Q! HAY AT A RATE OF 145 TO 2 TONS/A(.-,'�RE, IF SEEI)ING CANNOT ERE
CONDUCTED DUFdNG THE' RECOMMENDED SEEENNG DATES A hAULCIA COVER WILL BE MAINTPwINEID
UNTIL SEEDING CAN BE ACCOMPLISHEET /11CHOR MIJLCH 1MMEDIATEILY AFTER SPREADING TO
PREVENT WINE) BVIANG (SEE MUL(,,,,H ANCH(,'.)RING).
MULCH ANCHORING
MULCH ANCHORiNG IS REOLNRED FOR ALL SLOPES OVER 3%. ALI- CONSTRILJ�(,`TION: FOR SLOPES
FOR LESS THAN 3:1 APPL-'-f' TRACKING METHOD. DRNE TRACKED EOLHPMENT UP ANE) DOWN SLOPE
OVER ENTIRE MULLHED SURFACE SO CLEAT MARKS ARE PARALLEL TO CONTOUR. FOR SLOPES
GREATER THAN 01 APPLY (-_',OMME.RCIALLY AVAIL-ABLI.__ MULCH NETTINGIL hAAdNTAIN FIRM
CONTINUOUS CONTACT BETWEEN UNDE,RLYING MULCH AND THE SOIL, INSTALL ACCOREING TO
.1 1 " 0 M M1 E N DATI'l 0 NS,
MANUIFACI JR'EF�","5, Rl"'(',
MULCH MAINTENANCE
ALL �JULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAINSIFORMS, TO CHECK
FOR RH L. EROSION. WHERE EROSION IS OBSERVED ADDITIONAL INAULCH SHOULD FBE APPLIED, NET
SHOULD 13E INSPECTED AFTER RAINSTORM FOR DISLOCATION (DR FAILURE. IF WASHOUTS 01_1�
BREAKAGE OCCUR, REINSTALL, NET AS NECESSAR)" AFTER REPAIRING DAMAGE TO SLOPE.
INSPECTIONS SHOULD CONTINUE UN1171L GRASSES ARE ESTABLISHED. GRASSES SHALL NOT BE
("ONSIDERED ESTABLISHED UNTIL A GROUND Cf)VER IS ACHIEVED OTICH IS h/lAIURE ENOUGH TO
CONTRO1. SOIL EROSION AND TO SURVNE SEVERE WEATHER CONEATIONS.
iN', PEX.,JIONS (ALL. FENCES, HAX BALES, DISTURBED SURFACES, MULCH, MULCH AINCiHORING)
TIAE '-,'�EDIMENT AND EROSION CONTROL STRUCTURES WILL BE INSPECTED MONTHLY AND AFTER
EVERY SUBSTANTIAL FRAIN EVE -NT. THE PROjECT ENGINE-EIR ON A MONTHLY BASIS WILL. SEND AN
INSPECTION REPORT TO THE REPRESENTATWE OF THE TOWN.,
THE iNSPECTION REPORT WILL CITE THE CONDITION AND EFFECTNENESS OF THE ',.33EDIMENT AND
EROS.ION CONTROL STRUCTURES. IF CORRECIVE ACTiON IS NEEDED, A F0LL0'0,/ UP Ir,"ISPECTION
REPORT WILL BE SENT TO THE TOWN ONCE THE CORRECTIVE MEINSURES ARE' TAKEN, THE
REPRESENTATIVE OF THE TOWN WILL BE NOTIFIED PRIOF� TO THE REMOVAL OF IHE
SEDIMENTATION AND EROSION CONTROL STRUCTURE",
Iml
CONSTRucnON ENTRANCE
NOT TO SCALE
MEET EXIST
PROPOSED
4
NOTE:
P LA IN STONE WEIGHT -, 5;-� MIN,
l_,BS. MAX,
MODIFIED RIPRAP FOR PIPE END
NOT TO SCALE
WAIVER OF _`-�ECTION 18.2,4. OF THE TOWN 0F_ MONTIOLLE ZON[ING FRECTUN-11ONS (A-- 2 S-1URVE'()
GRANTED 1131HE TOWN OF MONTVILLE PL-AFANING ANH) ZONING COMMISSION,
CHAIR'MAN/�TCRETAFRY
DA -FE
TAL. EROSON AND SEEINAE14T CCOrJIFROL, PL/",,N CERTIFIED BY THE NQC0N_FV1LL..E PLANNING AND
ZONING CO��MSSIOI\h
CHAIRMAN.&TRETAFRY
DATE
SPECIAL PL-FONAIT TRANTED BY THE MONTVILLE PUTFAING_', AI\JD ZONING COMIkAISSION.
DATE
'M E 'TAIL C 0 N N E C"T'O R
A E3 L E, I I I A, ( MI N,
EXISTING GRADE
6" Non
SILT FENJICE FABRIC
1-4'.EA\Pt'-DUT)` P(-,')[.--',,,�PRC,'!PY'�,-Et4EE
("A BI.
- _E !�,.-,`,,EWN 111`,� SILT FENi`.__`E
FABRIC (TOF, A,.ND 1.-_3('_-;)_T_F0M)'1
[,.)1STAI,,,JCE A�3'
SH(__.'.,,WN ON PILAN
T'() E 0 F_
SLOPE
-T-
1 1 F , . --1 0 U 1
I TRENCI
Zy" max) (Nwr)
n" - a"
4 X Z_ x 0-6704AX.)
0A,11K F1(_')`._`J
HAY BALE WITH
SILT FENCE DETAIL
NOT, S(__,ALE
!,.�,',"TRAW BALE
TRENCH--" 1, EXCAVATE A TRENCIA
4" DDEP AND fHE BINDING—
WRIA OF A STRAM4 w R E—_ 0 R
14VIDTH OF BALE! EAALE. TWINE
_42
R
PACKED
STRAW WARTNT,
I VOOGE LOOSE STRAW
BE-11WEEN BALES rO
CREATE A (,ONTIN005
PLAN
Ir, 4_1 BARRIER.
T,!
----------------- 4
C, 0 M PACI E D
BACKFILL
Z PLACIE,'. AND STAKE,
STRAW BALES,
PAVO STAKES PER
B&E�',
k RACKALL AND
00NIFIACT THE
EXCAMED SO4—
AS SHOWN 01-4 THE
MILL SIDE OF
THE BARRIER TO
PF?f,:':NeE.',NT PIFING�
STAKED HAYBALE EROSION CIAECK
NOTTO SCALE
SHEET 2 OF 2