contract e: final design for installation of water …

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GRAPHIC SCALE

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GENERAL LOCATION MAP

ALTERNATE WATER SUPPLY RESPONSE ACTION PLAN FOR THE SHENANDOAH ROAD GROUNDWATER CONTAMINATION

SUPERFUND SITE

FINAL DESIGN CONTRACT E

SDIVIS Document

117493

INSTALLATION OF WATER MAIN & APPURTENANCES SHENANDOAH ROAD AREA WATER SUPPLY PROJECT

TOWN OF EAST FISHKILL * DUTCHESS COUNTY * NEW YORK

IBM CORPORATION CORPORATE ENVIRONMENTAL AFFAIRS

SOMERS. NEW YORK AUG. 20, 2007 (CONTRACT E DRAWINGS SEPARATED OUT OF

CONTRACT A DRAWINGS k AGENCY COMMENTS)

Sheet No. 1. 2 . 3 . 4. 5. 6. 7.

s. ». 10.

INDEX OF DRAWINGS Drawing

KEY MAP PROJECT PLAN AND PROFILE

,PROJECT PLAN PROJECT PROniE PROJECT PLAN AND PROFILE PROJECT PLAN AND PROFILE DETAILS DETAILS EROSION lc SEDIMENT CONTROL PLAN EROSION * SEDIMENT CONTBOL DETAILS

GROUNDWATERSCIENCES, RC. 560 ROUTE 52, SUITE 202

BEACON, NEW YORK 12508

BRINNIER & LARIOS, P.C.

PROFESSIONAL ENGINEERS & LAND SURVEYORS

67 MAIDEN U N E

KINGSTON, NEW YORK 12401

(845) 338-7622

Unauthorizad alteration or addition to a plan b t t B r i n g a U o a n * e d a n g l n a e r ' s s e a l ia a violation of aeoUon 720S. aubdivlaion S, of the New York S t a t e Eduoat ion Law-

R2-0001551

CONTRACT E

KEY MAP GRAPHIC SCALE

Unauthorised alteration or addition to a plan

b e o r i n g a l i o s n a e d s n g i n o o r B a a a l la a

violation of aection 7SQB subdivision Z of Uie

New Yoric S t a t e Eduoat ion Law

NOTL

THE LOCATION OF EXtSTINC UNDERGROUND UTltlTIES ARC SHOWN IN AN APPROXIlilATE WAY ONLY ANO HAVE NOT BEEN INDEPENDENTLY VERIHED BY THE OWNER OR ITS REPRESENTATIVE, TME CONTRACTOR SHALL DETERUINE THE EXACT LOCATION OF K L EXISTINC UTUTIES BEFORE COyuENCiNC WORK AND AGREES TO BE rULLY RESPONSIBLE FOR ANY AND ALL DAMAGES W H : C H UiCHT BE OCCASIONED BY THE CWTRACTOR^ FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND A U UNDERGROUND irTILJTiES

INSTALLATION OF WATER MAIN Sc APPURTENANCES

SHENANDOAH ROAD AREA WATER SUPPLY PROJECT

TOWN OF EAST FISHKILL DUTCHESS COUNTY NEW YORK

REVISION RECORD

BRINNIER & LARIOS. P C ENGINEERS & WND SURVEYORS

67 MAIDEN LANE KINGSTON N Y

SCALE

r = 300'

DATE

AUG 2007

DWG CHK

WFP JM

SHEET NO

1 OF 10

R2-0001552

^ LARGE \ i

W

A-® C S * —

B R-2.0

Existng Contours

Existng Spot Elevations

Proposed Water Mam

Proposed Gate Vaive

Proposed Hydrant & Valve Assembly

Proposed House Service & Curt Stop

Test Bonng & Depth To Rock (NR ^ No Rock)

Highway Boundary

Tree Line

CE] [«I1

• •

Q A'-— -BCtUGT-

t a t

========= —

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Residence

Garage

Mailbox

Rock Outcrop/Rock (Profile)

Underground Utilites

Utility Box

Existing Storm Sewer and Oaten Bas

Propeny Line

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PROFILE - JAYCOX LANF SCALE

HOR r = 4 0

VER 1 " = 4

CONTRACT E

i ^ X s .

UnAuUioriEod altaration or addition to a plan baaring e llcenaed engineer • seal ia a violaUon of aoctlon 7200 aubdivlaion Z ol the New York S ta t« Eduoat ion Law

KOTE.

THE. tOCATIOM OF EXISTU4C UNDERGROUND UTILITIES ARt SHOHM IN AN APPROXUiUTt WAY ONLY ANO HAVE NOT B E N INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION o r ALL EXISTINC UTLITIES BEFtJRE COUUENCmC WORK AND AGREES TQ BE R J U r RESPONSIBLE FOR ANY AND K X DAUAGES WHICH UICHT BE OCCASIONEO PY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTIUTIES

INSTALUTION OF WATER MAIN & APPURTENANCES SHENANDOAH ROAD AREA WATER SUPPLY PROJECT


REVISION RECORD

40X DESCN SUBUITTAL

9S% OEStCN IOAT

PER IQAT COUUENTS

PER AGENCY COUUENTS

CONTRACT I SFPARAIED OUT o r A & AGENCY COUUENTS

BRINNIER & LARIOS, P.C ENGINEERS & LAND SURVEYORS 67 MAIDEN UANE KINGSTON N Y

SCALE

AS SHOWN

MARCH 2005

DWG

WFP CHK

JM

SHEET NO

2 OF 10

R2-0001553

— z

FOR PLAN AND PROFILE OF SHENANDOAH ROAD IN THIS AREA SEE CONTRACT A SHEET NO 12

NOTES

1 HOUSE SERVICES TO BE 3 / 4 s> UNLESS OTHERWISE NOTED

•^^•^'"."^c^^i^Trs FOR PROFILE OF STONE RIDGE LANE SEE SHEET NO 4

LEGEND

— w ®

A-® CS —

Existing Contours

Exisbng Spot Elevations

Proposed Water Main

Proposed Gate Valve


Pnjposed House Service & Curti Stop

les t Boring & Depth To Rock (NR = No Rock)

Highway Boundary

Tree Line

Gi] [ M R ]

CD-

O 7 -ttGCUO*—

O X

Residence

Garage

Mailbox


Underground Utilities

Uttlity Box

Existing Storni Sewer and Catch Basin

Property Une

Vegetation Symbols

CONTRACT E

Unaulhornad BlteraLioti or addition to a plan b e a n n s B l i c a n v e d e n g i n e e r B a e a l t^ a violation of aecUon 720D aubdivlaion 2 of the New York S t a t e Eduoa t ion LAW

NOTE.

THE LOCATION Of EXISTINC UNDERGROUND UTlLinES ARE SHOWN IN AN APPROXIUATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESEMTATME, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINC UTLfTIES BEFORE COMUENONC WORK AND AGREES TO BE FUU.Y RESPONSffiLE FOR ANY AND ALL DAUACES WHICH UICKT BE OCCASIONED BY THE CONTRACTOR S FAILURE TO EXACTLY LOCATE ANO PRESERVE ANY AND ALL UNDERGROUND UTILITIES



REVISION RECORD

40X DESIGN SUSUITTAL

9SX DESIGN IOAT

PER IOAT COUUENTS

PER IBU COUUENTS

PER AGENCY COUUENTS

CONTRACT C SfPARATED OUT Ot A & AGENCY COMUEWTS

BRINNIER & LARIOS, P C ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON N Y

SCALE

AS SHOWN

MARCH 2005

DWG CHK

WFP JM

SHEET NO

3 OF 10

R2-0001554

]

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Highwfay Boundary

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Unaerground Utilities

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I-OK PLAN VltW Ol- STONL KiD&L LANE SEE CONTRACT E SHEET NO 3

PROFILE - STONE RIDGE LANE fPRIVATE^

ST9+00

NOTES

HOR 1 " = 4 0 '

VER 1 " = 4

1 HOUSE SERVICES TO BE 3 / 4 0 UNLESS OTHERWISE NOTED 2 ST'O^'^ o i n n r i A^[^ i»(^Tro — —

CONTRACT "E

x n D r r*r>MCTDi l o r r n

CONTRACT E

U n a u t h o r L c e d a l t a r a t l o n o r a d d i t i o n t o a p l a n b a a r i n g a l l o s i i B e d a n g i n e e r • s e a l I B a v i o l a t i o n of s s o t i o n 7 2 0 0 s u b d i v i s i o n 2 of Liia N e w Y o r k S t a t e E d u o a t i o n L a w

NOTE.

THE LOCATION o r EXISTING UNDERGROUND UTlLlTrES ARE SHOWN IN AN APPROXIUATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIHED BY THE OWNER OR rrS REPRESENTATIVE. THE CONTRACTOR SHALL DETERUINE THE EXACT LOCATION OF ALL EXISTINC UTUTIES BEFORE COUUENCiNC WORK AND AGREES TO BE FUUY RESPONSIBLE FOR ANY AND ALL DAUACES WHICH UICHT GE OCCASIONED BY THE CONTRACTOR S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILTTIES

INSTALLATION OF WATER MAIN & APPURTENANCES



REVISION RECORD

40X DESIGN SUBUITTAL

95X DESIGN IOAT

PER IQAT COUUENTS

PER IBU COUUENTS

PER AGENCY COUUENTS CONTRACT E SEPARATH) OUT OF A & AGENCY COUUENTS

BRINNIER & LARIOS, P C ENGINEERS & LAND SURVEYORS


SCALE

AS SHOWN

MARCH 2005

DWG

WFP

CHK

JM

SHEET NO

4 OF 10

R2-0001555

FOR PLAN AND PROFILE OF SHENANDOAH ROAD IN THIS AREA SEE CONTRACT A SHEET NO 9

PLAN-GRIFF IN LANE

r = 40

>—PROPOSED 8 '

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VALVE ASSEMBLY

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LEGEND PROFILE - CRtFFIN LANE

—w ®

C S - —

© R-20

Existing Contours


Proposed Water Mam

Proposed Gate Valve


Proposed House Service & Curt: Stop

Test Bonng & Depth To Rock (NR = No Rock)

Highway Boundary

Tree Line

| C A R |

O

O X

Resioence

Garage

Mailbox



Utility Box

Existng Storm Sewer and Catch Bastn

Property Lme

Vegetation Symtiols

SCALE HOR i " = 40

VER r = 4

UnauUiortzad Hltaratian or addlttoa Lo a plan b a a r i n g a l i o e n a e d e n g i n e e r a s e a t ia a violation of aection 7200 aubdiviaion 2 of the New York S t a t e Eduoat ion Law

NOTES

1 HOUSE SERVICES TO BE 3 / 4 (S UNLESS OTHERWISE NOTED

CONTRACT E

NOTE.

THE tXKATIOH XF EXISTWC UNDERGROUND UTtiniES AR^ SHOWN IN AN APPROXttilATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED Br THE OWiEB OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERUINE THE EXACT LOCATION or ALL EXISTINC UTLTTIES BEFORE COyuENCiNG WORK. AND AGREES TO BE FULLY RESPONSIBLE FOR ANT AND ALL DAUACES WHICH UICKT BE OCCASiOKED BT THE CONTRACTORS FAILURE TO EXACUY LOCATE AND PRESERVE ANY AND AIL UNDERGROUND UTIUTIES

INSTALLATION OF WATER MAIN & APPURTENANCES



REVISON RECOfJD

40% DESIGN SUBMITTAL

gSK DESIGN t04T

PER IOAT COUUENTS

6 /29 /07 j PER IBU COUUENTS

PER AGENCY COUUENTS CONTRACT r SEPARAIUD OUT OF * ft AGENCY COUUENTS

BRINNIER & LARIOS, P.C ENGINEERS & LftND SURVEYORS


SCALE

AS SHOWN

MARCH 2005

DWG

WFP

CHK

JM

SHECT NO

5 OF 1 0

R2-0001556

oAX

PLAN-GRIFFIN LANE SCALE r = 4 0 '

NOTES

1 HOUSE SERVICES TO BE 3 / 4 B UNLESS OTHERWISE NOTED

1 r t PROPOSED 8 • GATE VALVE

A! : 1 --. 1

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ROPOSED HYDRANl Ic VALVE ASSEMBLY

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•PROPOSED 8 "» WATER MAIN

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PROPOSED 4 -3" END :AP

1

/ y

PROFILE GRIFFIN LANE SCALE

HOR r = 4 0 '

VER 1 " = 4 '

LEGEND

C S - —

0 O-IJO

Existing Contours


Proposed Water Mam

Proposed Gate Valve


Proposed House Service & Curt Stop

Test Bonng & DeptH To Rock (NR = No Rock)

Highway Boundary

Tree Line

EEI I w i

CD-

o

O X

Residence

Garage

Mailbox

Rock Outcrop/RocK (Profile)


UUIlty Box

Existing Storm Sewer and Catch Basm

Property Line

Vegetation Symbols

CONTRACT E

U n s u t h a r u a d a l t a r a t i o n o r a d d i t i o n t o B p la j t b a a r i n g B l l c e n a B d e n g i n t t e r B s e a i I B a v i o l a t i o n of BBot ion 720Q B u b d i v i a i o n S e f t h e Naw Y o r k S t a t e E^duea t i on ha t r

NOTL

THE LOCATION Of EXISTINC UNDERGROUND UTILTTIES ARE SHOWN IN AN APPROXIUATE WAY ONLY AND HAVE NOT BEEN MtJEPCHOENTLX VDWlED W TME OWNER OR ns REPRESENTATIVE. THE CONTRACTOR SHALL DETERUWE THE EXACT LOCATION OF ALL EXISTINC UTLTTIES BEFORE COUUENDNC WORK ANp AGREES TO BE FUUY RESPONSIBLE FOR ANY AND ALL DAUACES WHICH UICKT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTIUTIES



REVISION RECORD

40X DESIGN SUBMITTAL

QSX DESIGN IOAT

PER IOAT CCUUENTS

PER IBU COUMENTS

PER AGENCY COMMENTS

CONTRACT Z SEPARATED OUT OF A & AGENCY COUUENTS

BRINNIER & LARIOS. P C ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON N Y

SCALE

AS SHOWN

MARCH 2005

DWG

WFP CHK

JM

SHEET NO

6 OF 10

R2-0001557

^

RESTRAINED JOtNT LENGTH SHALL Bt IN THIS DIRECTION ONLY (TYP FOR ALL REDUCERS)

^ r T

LEEOJU

FLAGGER

I Tfonsi t ion L P f ^ t t i <S«(? sect ion 262.22 o f

N.Y.S DJIT Sp«ClFiCatiOns)

A ^ SIZE OF FITTING

B . 6 - REDUCER

LENGTH OF RESTRAINED

JOINT PIPING (FT)

25

RESTRAINED JOINT LENGTHS FOR REDUCERS

RESTRAINED JOINT LENGTH SHALL BE IN THIS DIRECTION ONLY { J i ^ FOR ALL TEES)

NOT TO SCALE

RESTRAINED JOINT LENGTH SHALL BE IN THIS DIRECTION (TYP FOR ALL CAPS/PLUCS)

SIZE OF FITTING

8" X 6 - TEE

8- « 8 - TEE


JOINT PIPING (FT)

37

53

WHEN THE TCSTRAINED JOINT LENGTHS BETWEEN FrniNCS OVERLAP (L l & L2) RESTRAIN ALL JOINTS BETWEEN THE TWO RTTENCS AND ADD THE ADDITIONAL LENGTH REQUIRED TO THC OUTER BRANCH (U5)

L i ^ IL2 + L ^ / L 2 O V E R I L A P

RESTRAINED JOINTS FOR TEES NOT TO SCALE

OVERLAPPING RESTRAINED JOINTS NOT TO SCALE

CAP OR PLUG -

SIZE OF FITTING

8 - M P OR PLUO


JOINT PIPING (FT)

59

RESTRAINED JOINT LENGTH SHAU BE tt4 BQIH DIRECTIONS (TYP FOR ALL BENDS)

RESTRAINED JOINT LENGTHS FOR CAP AND PLUG

TYPICAL MAILBOX REPLACEMENT DETAIL

NOT TO SCALE

VERTICAL BEND DOWN

RESTRAINED JOINT LENGTH SHALL BE IN BOTI-I DIRECTIONS (TYP FOR ALL BENDS)

SHORT DURATION

SEE SECTIONS 2 3 2 6 2 3 8 1 2 3 B 2 2 3 8 4 2 5 4 2 3 0 1 2 AND SUBCHAPTER G

NOT TO SCALE

TRAFFIC CONTROL DETAILS FOR ONE-LANE SECTIONS ON TWO-WAY HIGHWAYS

SIZE OF FITTING

6 - 11.25 DEC BENO

8 ' 22 5 DEG BEND

8 ' 45 DEC BEND

8 ' 90 DEO BEND


JOINT PIPING (FT)

3

6

12

28

SIZE OF FITTING

8" 11 25 DEG BEND

e - 22 6 DEG BENO

8- 45 DEG BEND


JOINT PIPING (FT)

6

12

25

NOT TO SCALE RESTRAINED JOINT LENGTHS FOR HORIZONTAL AND VERTICAL UP RENDS

RESTRAINED JOINT LENGTHS FOR VERTICAL DOWN BENDS

NOT TO SCALE

APPROVED EXCAVATED ^

MATERIAL \

EXISTING STORW SEWER

PERPENDICULAR CONFUCT

NOTE WHEN STORM SEWER AND WATERk*AIN SEPARATION IS LESS THAN 10 HORIZONTALLY AND IS VERTICALLY

STORM SEWER CONFUCT DETAILS NOT TO SCALE

RESTRAINED JOINT LENGTHS

SEPARATION OF WATER MAINS AND SEWERS

PARALLEL INSTALLATION

Woter moms sholl be laia at leos l 10 feet hor izontal ly f r o m any exist ing or proposed sewer The distonce shall be measured edoe to edge In coses where' it is no t pract icol to mointam 0 10 foot separot ion the reviewing" au thor i t y may allow deviat ion on o c o s e - b y - c o s c basis if suppor ted by doto f rom the design engineer Such deviat ion may allow mstol lol ion of the woter m o m closer to o sewer provioed thot the water m o m IE laid in o seporote trench or on on undis tur twd eor th shelf located on one side of the sewer at sucn on elevation thot the b o t t o m of the woier m o m is ot leost 16 inches obove the top of the sewer

CROSSINGS

Woter mams crossing sewers shal l be loid to provide o m m t m u m vert ical distance of 18 inches between the outs ide of tne woter motn ond the outs ide of the sewer This sholl be the cose where the water m o m is ei ther aoove o r t>elow the sewer A l crossings one full length of water pioe sholl be located so both fomts will t>e as for f r o m the sewer as possible Speciol s t ruc turo l suppor t for the water ond sewer pipes may be required

The reviewing ou thonty mus t soecif icol ly approve any vanance f r o m the requirements of the above referred sect ions when it is impossib le to obtom the speci f ied d is tance seporot ion

PARALLEL CONFLICT

I

IF LESS

THAN 18

I

? T^

PROPOSED WATERMAIN

\ EXISTING ; - STORM

/ SEWER

PROPOSED u A a WATERMAIN ^ ( ^

^7A

V ?

PERPENDICULAR CONFLICT

NOTE WHEN STORM SEWER AND WATERMAIN SEPARATION IS LESS THAN 10 HORIZONTALLY AND 18 VERTICALLY

7 (SINGLE PANEL) EDGE

5 (DOUBLE P A N E L / SHLDR

-'11=111='— =

ALTERNATE STORM SEWER CONFLICT DETAILS NOT TO SCALE

PARALLEL CONFUCT

• TO BE FOLLOWED IF KCRETE ENCASEMENT W i a ADVERSELY AFFECT RTTINGS OR VALVES

" - " 1 = 1 I 1=1 " - I I 1=1 I I

EMBED POST

3 IN SOIL

1 IN SOUND ROCK

CONTRACT E

^ T f ' i=m|n^

11=1

TYPICAL SIGN REPLACEMENT DETAIL NOT TO SCALE

UnautharUed al terat ion or addition to a plan b e a r l n i c a l i c e n s e d e n g i n e e r s s e a l is a violation of sect ion 7309 subdivision Z of the New York S t a t e E d u c a t i o n Law


TOWN OF EAST FISHKILL DUTCHESS COUNTr NEW YORK

REVISION RECORD

40% DESIGN SUBMITTAL

2 /09 /07 95a DtSlCN lOAI

3 /30 /07 I PER IQAT COUUENTS

PER AGENCY COUUEHTS

CONTBACT f SEPARATED OUT OF A ft AGENCY COMUTNTS

BRINNIER & LARIOS, P.C ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON N Y

SCALE

AS SHOWN

MARCH 2005

DWG

DB CHK

JM

SHEET NO

7 OF 10

R2-0001558

Finished Grode

S t o n o o r d C u r b B o x w / T e l e s c o p i n g

Riser (Fu rn i shed &. Ins ta l l ed by

C o n t r o c t o r )

NOTE S e r v i c e l ine n o t t o e x t e n d a b o v e t o p of w a t e r nnatn

4 1 / 2 c o v e r f r o m f m i s h e d g r o d e t o t o p of p ipe

on Town R o o d s 5 on P n v o t e Roods

P

Type "K C o p p e r Se rv i ce L ine No U n i o n s - One L e n g t h of C o p p e r

NOTE • SERVICE LINE MAINTENANCE TO

BE THE RESPONSIBILITY OF THE PROPERTY OWNER

<<;<^<^ X-<;- <-' x'<- ^<^

TYPICAL SERVICE CONNECTION NOT TO SCALE

Wort *W* ' f r On Cow ALL CATT VALVES TO BE FURNISHED & INSTALLED BY CONTT?ACTOR

CHECK ALL BOLTS AND NUTS TOR TIGHTNESS ALL B0LT3 AKD KUTS SHOULD BC TICHTEKED EVENLY CARE SHOULD BE TAKEN TO AVOID OVER TIGHTENING THE BOLTS

nCHTEN STUFFING BOX FOLLOWER

CHECK DIRECTION OF OPENING FOR COMPLIANCE WITH OTHER VALVES IN SYSTEU

CYCLE VALVE WEDGE UP AND DOWN TO BE SURE OF NO INTERFERENCE

WRAP ALL BURIED VALVES WITH POLYETHYLENE WRAP

INSTALL ALL VALVES SO THAT THEY ARE SUPPORTED AND FREE FROU PIPING SYSTEM STRESSES

SEE DETAIL o r PAVEUENT REPLACEUENT SECTION ON TOWN ROADS & DRIVEWAYS IN UNPAVED AREAS PROVIDE 18 SQUARE CONCRETE COLLAR

2 ' C n a t w d S ton*

DETAIL OF GATE VALVE ON LINE NOT TO SCALE

MAGNETIC WARNING TAPE 1 - 2 BELOW RNISH GRADE

N Y S D O T ITEU 3 0 4 11

•FOR TRENCH IN PAVEMENT AREAS SEE DETAIL OF PAVEMENT REPLACEMENT SCCTION ON TOWN ROADS & DRIVEWAYS

TRENCH DETAIL OUTSIDE ROADWAY NOT TO SCALE

1^ UECHANOtL JOINT RESnUINT

"CRIPPER CLANO (THROUGHOUT ALL JONTS)

i Undisturoad Eorth i

Thrusl Stock/

PROPOSED WATTR UAM

•NOIE \ TVfltuST BLOCKS SHALL BE

INSTALLED AT ALL BCKDS

Cop Covcrad With Burtop To FVwant Concrvte Frotn Bondmq To Cop On Pipe

VERTICAL DISPLACEMENT AT STORM SEWER NOT TO SCALE

( 2 ) - 2 1/r HOSE COWNECTXWS

1/3 HOSE CONNECTION

PAY UMIT LINE FOR TRENCH ROCK NOT TO SCALE

—1 Proposed Trench |—

TWRUST BLOCK- SECTION A - A SECTION A - A

BENDS

ALL BENDS & TEES TO BE

THRUST PLOCK PETAILS f I^|^' r.™"-lVr!tTu''oV NOT TO SCALE

1 HYDRANTS TO BE KENNEDY DARLING 8 1 D OPEN RIGHT

TYPICAL HYDRANT DETAIL NOT TO SCALE

4 N r S D 0 T ITEU 3 0 4 11 (SEE NOTES)

FINISHED GRADE

EXISTINC GRADE

UAGNEnC WARNING TAPE 1 - 2 BELOW RNISH GRADE

1 2 " N Y S D O T ITEM 3 0 4 11

UTILITY CROSSING DETAIL NOT TO SCALE

— Eiisting Pov«rnent Surii

SAWCUT MAGNETIC WARNING TAPE

1 - 2 BELOW FINISH GRADE -

COMPACTED TRENCH MATERIAL. PLACED IN 8 " UFTS (MAX)

N Y S D O T ITEM 304 I T

NOTES 1 N Y S D O T ITEM 3 0 4 11 TO BE

INSTALLED TO FULL WIDTH OF PRIVATE ROAD OR DRIVEWAY

2 TOP 4 " OF EXISTING GRAVEL TO BE REMOVED AND REPLACED WITH N Y S D O T ITEM 3 0 4 11 AT DRIVEWAY INTERSECTIONS IF APPUCABLE

I ' BINDER COURSE (COUPACTED) N Y S D O T Item 40J I J

•FOR TRENCH IN PAVEMENT AREAS SEE "DETAIL OF PAVEMENT REPLACEMENT SECTION ON PAVED DRIVEWAYS"

ROADWAY RESURFACING AND TRENCH DETAIL WITHIN PRIVATE GRAVEL ROADWAYS AND GRAVEL DRIVEWAYS

1 S A W C i m i N C TO BE INCLUDED PREPARATION ITEM

2 S U B - B A S E AND ASPHALT CONCRETE PAVEMENT TO BE INCLUDED IN PIPE OR HOUSE SERVICE PIPE fTEW

NOT TO SCALE

ITEM 4 0 7 0 1 )

INSPECTION AND TESTING

U p o n c o m p l e t i o n of the ins ta l la t ion ond bock f i l lmg Do f t i ons of t he woter m a m the p ipe shol l be tnspected by the m e t h o d s subsequen t l y d e s c r i b e d This inspect ion ond tes t ing shol l be u n d e r t o k e n as the work progresses The Engineer shol l be no t i f i ed m a d v a n c e of such i nspec t i on o n d tes t ing ond the Con t rac to r shoH prov ide o i l fac i l i t i es moter io ls e q u i p m e n t o n d lobor requ i red f o r s u c h t es t i ng S u c h i nspec t i on a n d test ing shal l t>c prerequis i te fo r o c c e p t o n c e of o i l work

VISUAL INSPECTION

An i nspec t i on of the in te r io r o f the p ipe shal l be m a d e whi le i t is suspended over the t rench Before lower ing it sho l l be i n s p e c t e d fo r d e f e c t s and rung with o l ight h o m m e r to de tec t c r a c k s Any f o re i gn mo teno l f o u n d in the tn tenor o f the p ipe ony d i r t d e b n s o r o the r o b j e c t s shal l tw removed by the Con t roc to r

PRESSURE TESTING

Pressu re o n d leakage test shou ld be equol to Sect ion 13 H y d r o s t o l i c Tests p repa red by the A m e n c o n Water WorVs Assoc io t i on C - 6 0 0 - 9 9

CHLORINATION

The d i s i n fec t i on ond boc teno log i ca l onolysrs of the water m o m s shal l be done m o c c o r d o n c e wi th Amer i can Woter Assoc ia t i on S t o n d o r d s

C 6 5 1 - 9 2 a n d shol l be app roved by the Dutchess County D e p a r t m e n t of Health

3 ALL VERTICAL SUREACES ARE TO BE DETAIL OF PAVEMENT REPLACEMENT COVERED WITH TACK COAT (NYSDOT SECTION ON PAVED DRIVEWAYS

NOT TO SCALE

CONTRACT E

Unauthorized alterBtton or addltton to a plan b e a r i n g ft l l c e n a e d e n g i n e e r B a e a l la a violation ot secUon 7209 aubdivlaion Z of Uie New York S t a t e E d u c a t i o n l«w



REVISION RECORD

40Z DESIGN SUBMITTAL

SSS DESIGN IOAT

PER tOAT COMUENTS

PER AGENCY COUUENTS

CONTRACT E SEPARA1E0 OUT OF A ft ACCNCT COUMTNTS

BRINNIER & LARIOS, P C ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON N Y

SCALE

AS SHOWN

MARCH 2005

DWG

DB CHK

JM

SHEET NO

8 OF 10

R2-0001559

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 1 FOR ALI. CONSTRUCTION ACTIVITIES SUBJECT TO

THIS GKNKKAL PERMIT (GI'-02-01)

A PROJECT BACKCKOUNI)

THIS PROJECT INVOLVES THE fNSl ALLATION OF 2 S20 FF.ET OF WATER MAIN & APPURTtNANCtiS WITHrN THE PRIVATE ROAD EASEMEN I'S FOR TME SHENANDOAH ROAD WAl ER DISTRICT THE PROJF.CTNAMBIS CONTRACT E

B SITF. SOILS

THE PRINCn-AL SOILS IN THE AREA ARE STOCKBRJDOE UDORTHENTS GALWAY AND KNICKERBOCKER GRAVEM.V SILT LOAMS illESE SOILS ARI- Gf.NERALLY DESCRJHEl) AS WELL DRAINED WITH SMALL AREAS OF EXPOSED BEDROCK

C CONSTRUCTION SF.QUFINCE

; INSTALL SILT FENCE STRAW BALE DIKES ANDOTIIRR EROSION CONTROL FEATURES AROLIND PERIMETER OF AKE.AS TO BE DISTURBED AS SHOWN ON THE PLANS

2 INSTALL THE STABILIZI-D CONSTRUCTION ENTRANCEfSl (SEf DETAlLi

3 CLE.AR ROUTE OF WATER M.\IN ACCESS ROADS /\ND ANY HAUL ROADS WITHIN THF LIMITS INDICATED

4 1NST.\LL ACCESS ROAD DR.\INAGE f-"E.'\l URES WAIER MAIN AND AI'PUKTF.NANCES AND SITH IMPROVEMENTS

5 MAINTAIN .ALL EROSION AND SEDIMENT CONI KOL MEASURKS 6 FINISH GRADE COMPLETED ARE.\S TO BLEND DISTURBED

GROUND INTO SURROUNDING SURFACES SCULIURE AND STABILIZE I'ERMANENT EROSION CONTROL FEATURI'S

7 REMOVE SII.T FENCE STRAW BALE DIKES STABILIZED CONSTRUCTION ENTRANCES AND OTHER TEMPORARY EROSION CONTROL FEATURF-S WHEN PERMANENT VEGETATIVE COVER HASF-SIABLISHED

S CONSISTENT WITH NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROI- nJiiRE SHALL NOT Bii MORE THAN FIVE (f I ACRES OF DISTLIRBED SOIL AT AN\' ONE HME WITHOUT PRIOR WRITTEN APPROVAL FROM THE NEW YORK STATE DEPARTMENT OF EN\nRONMENTAL CONSERVATION

D POLl.iri ION PRE^'ENTION MKASURES

I THE CONTRACTOR SHALL PROVIDE OUST CONTROL AS REOL^RED ON A RIXJULAR BASIS TO ELIMINATE TliL MIGRATION OF AIRBORNE SOIL PARTICLES DUST CONTROL IS TO HE ACHIE\'ED BY SPRINKLING WITH W.ATER

: THE CONTRACTOR SHALL PROVIDE I.ITIER CONTROI. WITH THE USE OF COVERED DUMPSTERS WASTE RECERT ACLLS AND 1 HE REGL LAR CLIAN UP Or WASTE PAPER, CONTAINERS PACKAGING AND SIMILAR I RASH GENERATED OY THE WORK AND WORKERS

K. CONSTRUCTION WASTF. MATERIAI.S

1 NO MATERIALS ARE TO BE STORED AT THE SI n . EXCEPT THOSi BROUGHT IN FOR CONSl RUCTION OF THE WATER SLii'PI.'i SYSTEM

2 UEHRIS AND TRASH FKO.M CONSTRUCTION ACIJVITY SHALL BL COLLECTED BY THE CONTRACTOR ON A DAILY UASIS THIS WASTE MATERIAL IS TO BE SORTED IN COVERED CONTAINERS AND ULTIMATELY REMOVED FROM THE SITE ANI) DISPOSED OF AT AN APPROVED DISPOSAL SITE NO ONSITE BURIAL OF TRASH IS PER.M1TTED

F STRUCf URAL AM) VT.CETATIVt-: MEASURES KOR *;01L STABLILiy.Al ION RUNOFF CONTRl. AND SEnlMI^^T CONTROI.

1 TEMPORARY MEASURES a. INSIALL Sl ABILIZED CONSTRUCTION ENTR.ANC1-:.S h INSTALL SILT FENCE PRIOR TO ANY E.XCA VATION WORK. c CONSTRUCT TEMPORARY DIVERSION SWAI.ES AT ANV

POINT WHERE SURFACE WATER CAN BE DIRECltD AWAY FROM DISTURBED .MULAS

2 PEMANbNTME.ASURES a. SEED .ANT) MULCH ALL DLSTURBED AREAS WHICH HAVE

SOIL COVER AS A PE-RMANENTCOVER.

G EROSION AND SHHMKN T CONTROLS

1 SEE STABILIZED ROCK CONSTRUCTION ENTRANCE DETAIL 2 SEE SILT FENCE DETAIL. .1 USE CONSTRUCTION SUMP DEWATERING ITTS AS NECESSARY

WHERE WATER COLLECI'S PUMP WATER FROM THE SI ANDPIPE TO A STABILIZJiD AREA. SEDIMENT BASIN OR SEDIMFJ JT TRAP

H TEMPORARY PRACTiCt-:S THAT WILL HK CONVERTED TO

PERMANENT CONTROL MEASURES

1 NONE

1 I.MPLKMKNTATION SCHEDULE FOR STAGING 1EMPORAKV EROSION ANU SEDIMENI CONTROL PRACTICES ! SILT FENCE SHALL BE INSTALLED PRIOR TO ANY SITT-

DISTURBANCE 2 INSTALL STABILIZED CONSTRUCTION ENTRANCE PRIOR TO

HEAVY TRUCK TRAFFIC ENTERING OR LEAVING THE SITE 3 PERFOR.M DUSTCONTROL DURING DRY WEATHER AS NEEDED

OR I)IRF.CTED

J EROSION AND SEDIMENT CONI ROL MAI^TE^A^CE

! SEE EROSION AND SEDIMhNl ATION MAINI ENANCE SCHEDULE TABLE

K. RECtJVING WATER

1 THE WORK ARE.'\ DRAINS TO SEVERAL UN-NAMED SWALf S WHICH ULTIMATELY DRAIN TO THE FISHKIU. CREEK

L SWPPP IMPLEMENTATION RIIISPONSIBILTT '

I THE PKIMH CONTRACTOR IS RESPONSIBLE FOR THE OVERALL IMPLE.MENTATION OF iHE SWPPP

M. FLOW COM ROL PRACTICES

I THE CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORAR ' SWALES TO DIVERT RUNOFF FROM UNDISTURBED AREAS AWAY FROM THE WORK AREAS

: EXISTING STREAMS SHALL BE PROTECTED AND NOT DISTURBED TO THE EXTENT POSSIBLE

N STORMWATER RUNOFF CHARACTERISTICS

1 STOR^^WATER RUNOFF IN THE WORK ARIL\ IS GENr.R.ALLY I^ SHEET FLOW FORM

2 SURFACE RUNOFF CROSSES THE WATER MAIN ROUTE EN SEVERAL IIN NAMED SWALES THESE WATER COURSF-S ARI. NOT TO UE ALTERED

II WATFR QUALITY ANO WATER QUANTITY CONTROLS

A POST.CONSTRUCTION STORMAVATFR CONTROLS

I THE WORK AREAS WILL RE RETURNED TO THEIR ORIGINAL CONDITION THEREFORE NC) WAIER OUALITY OR OUANTITT CONTROLS ARJ: REOUIRED

B DRAINAGE REPORT

I NOT APPLICABLE

:: MAINTENANCE SCHEDlfI.E FOR POST-CONSTRUCTION SIORMW ATER CONT UOL PRACTICES

I NOTAPi'LICABLE

1) SITE ASSESSMENT AND INSPECI IONS

n THh OPERATOR SHALL HAVE A QUALIFIED PROFESSIONAL CONDUCT AN ASSESSMENT OF THE SITE PKJOR 10 THE COMMENCEMENT OF CONSTRUCTION AND CERTIFY IN AN INSPECnON REPORT THAT THE APPROPRIAT E EROSION AND SEDIMENT CONTROLS DESCRIBED IN THE SWPPP OF THIS PERMIT HAVE BEEN ADEQUATELY INSTALLED OR IMPLEMENTED TO ENSURE OVERALL PREPAREDNESS OF THI- STTE FOR rill-COMMENCEMENT OF CONSTRUCTION FOLLOWING THF. COMMENCEMENT OF CONST RUCTION SITE INSPECTIONS SHALL BE a)NDUCTED BV THE OUALIFIED PROiT::SSIONAL AT LEAST EVERY 7 CALENDAR DAYS AND WITHIN 2A HOURS OFTHE END 01" A STORM EVENT 01" 0 5 INCHiiS OR GREATER DURING EACH INSPECI ION THE QUALII lED PROFESSIONAL SMALL RECORD THE FOLLOWING INFORM.ATION

a) ON A SITE MAP INDICA IE THE EXTtN r OF ALL DISTURBED SITE ARIL\S AND DRAINAGE PATHWAYS AND LNDICATI: SITE AREAS THAT ARR EXPECTED TO UNDERGO INITIAL DISTURBANCE OR SICJNTFICANT SITE WORK WITHIN THE NEXT I4-I)AY PERIOD

bl INDICATE ON A SITE MAP ALL AREAS OF THE SFFE TH.VI HAVE UNDERCiONT TEMPORARY OR PERMANENT Sl ABILIZAl lOS

Cl INDICATE ALL DISTURBED SITE ARRAS THAT HA VF; NOT UNDERGONE ACTIVE SITE WC>RK DURING THE PREVIOUS M-DAV PI-RIOD

d) INSPECI ALL SEDIMENI CONTROL PR A CI ICES AND RECORD THE APPROXIMATE DEGREE OF SEDIMKNT ACai.MULATTON AS A PERCEN I AGE OF THE SEDIMENT STORAGE VOLUME (FOR EXyVMPLE. lOPERCENT 20 PERCENT 50 PERCE.VD

cl INSPEO ALL EROSION AND SEDIMENT CONTROL PRACTICF.S AND RECORD ALL MAINTENANCE REQUIRL.MENTS SUCH AS VERIFYING TTIE !NTEGRIT\' OF HARRIER OR DIVERSION SYSTEMS (EARTHEN HERMS OR SIt.l FENCINGi AND CONTAINMENT SYSTEMS (SEDIMENT BASINS ANI) SEDIMENT TRAPS)

IDENTrFV ANY EVlDENCr: OF RILL OR GULLY EROSION OCCURRING ON SLOPES ANT) ANY LOSS OF STABILIZING VECEFATION OR SEOilNG/NIULCHING

DCJCUMENT ANY' E\CI-:SSIVE DEPOSII ION OF SKDI.MENT OK PONDING WATER ALONG BARRIER OR DIVERSION SYSTEMS

RECORD THL DEPTH OF SEDIMENT WTTHIN CONTAINMENT STRLICTURES ANY EROSION NEAR OL!T LET AND OVERFLO\\ STRUCTU'RES AND VERJFT THE AHILfTY OF ROCK FILTERS AROUND I'l-.RFORATED RISER PIPES TO PASS WATER

n ALL DEFK:IF.NCIF_S THAT ARE IDENTIFIED WITH THE IMPLEMENTATION OF THE SWl'PP

2)THE OPERAT-QR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE l.OG ROOK THE SITE LOG BOOK SHALL BE MAINTAINED ON SITE AND BE MADE AVAII_AULE TO TliE PERNnTTING AUTHORITY UPON REQLfEST PRIOR TO THE COMME. CEMENT OF IHE CONSTRUCFION THEOPERATOR SHALL CTRHFl' IN THE SITE LOG HC*OK THAT THI! SWPPP PREPARED IN ACCORDANCE WITH THIS PERMIT MEETS ALL FEDERAL. STATE AND LOCAL EROSION AND SEDIMENT CONTROL REOLHREMENTS THE OPERATOR SHALL POST AT THE SITE. IN A PUHLICLY-ACCKSSlilLE LOCATION A SUMMARY OF THE SITE INSPECTION ACTIVITIES ON A MONTHLY BASIS

3) PRIOR TO FILING OF THE NOTICE OF TERMINATION fNOT) OR THE END OF PERMIT TERM THE OPERATOR SHALL HAVE 1 HE QUALIFIED PROFESSIONAL PERFORM A FINAL SITE INSPECTION THF. OUALIFIED PROFESSIONAL SHALL CERTIFY THAT THE SITE HAS UNDERCTONE FINAL STABILIZATION USlNG Eri'UtR VEGETATIVE OR STRUOURAL ST.ABIL1Z.ATI0N METTIODS AND TI lAT ALL TEMPORARY EROSION AN t) SEDIMENFCONTROLS fSUCli AS SILT FENCING! NOT NEEDED FOR LONG TERM EROSION CONTROL HAVE BEI-N REMOVIiD

41 THE OPERATOR SHALL CERTIFV IHAT THE RHOUIREMEN FS OF THIS PERMIT HAVi- BEEN SATISFIED WFTHIN 48 HOURS OF ACTUALLY .MEETING SUCH REQUIREMENT'S

E STABILIZATION

THEOPERATOR SHAI.L INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORITONS OF THE SITE WHERE CONSTRUCT ION ACTIVITIES HAVE TEMPORARILY OR PERAUVNENTLY CEASED BUT IN NO CASE MORE! HAN 14 DAYS AFTFJl THE CONSTOUCTION ACTI\TTY IN TTDVT PORTION OF THE SITE HAS TEMI-ORAKILY OR PERMANENTLY CEASED THIS REQUIREMENl DOES NOT APPLY IN THE FOLLOWING INSTANCl^

I) WHERE THE IM 11 ATI ON OF SIABILIZATION MEASURES BY IHH UTH DAY AITER CONSTRUCTION ACTIVITY TTiMWRARILY OR PERMANEN-TLY CEASED IS PRECLUDED BY SNDW CXJVER OK FROZEN GROUND CONDITIONS STABILIZATION MI:ASURFJ5 SHALL BE INITIATED AS SOtJN AS PRACTICABLE

21 WHERE aiNSTKUCTION ACTIVITY C>N A PORTION OF Tl IE SFTE IS TEMPORARILY CEASED AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN TWESTY'-ONE (2\) DAYS TEMPORARY S r.ABILIZATlON MF_ASURES NEED NOT BE INITUTF.D ON TH.VI PORTION OF THE SITE

i n STANDARD PERMIT CONDTTIONS fPEI'ARTMENT NYS DEPT OI- LNVIRONMLNTAL CONSERVATION)

A Dl r n ' TO COMPLY

THE OPERATOR MUST COMPLY' WITH ALL CONDFriONS OF THIS PERMIT ALL CONTOACIORS AND SUBCONTRACTORS ASSOCIATED WTTH IHE PROJECT MUST COMPLY WITH THE TERMS OF THE SWPPP ANY PER.MIT NC)N-COMPLb\NCE CONSTIITJTES A VIOLATION OF THE CLEAN WATER ACT (CWA) AND THE ECL AND IS GROUNDS OF AN ENFORCEMENT ACTICIN AGAINST EITHER THE OPERATOR OR THE CONTRACTOR/SUBCONTRACTOR PERMIT REVOCATION OR MODIFICA HON OR DENIAL OF A PERMIT RENEWAL APPLICATION UPON A FINDING OF SIGNIFICANT NON-COMPLIANCE w n i l TTUS PER,MiTOR IHE APPLICABLE SWPPP THE DEPARl MENT MAY ORDER AN IMMEDIATE STOP TO ALL CONS i RUCTION ACTl VI TY AT IHE SITE UNTIL THE NON-COMPLIANCE IS REMEDIED THi-: STOP WORK ORDER SH/\LL BE IN WRITING SiL\LL DESCRIBE THE NON COMPLIANCE IN DETAIL AND SHALL BE SENT TO THE OPERATOR OR THE OPERATOR S ON SITE REPRESENTATIVE

B CONSTRUCTION OFTHE EXPIRED GENERAL PERMIl

n u s PERMIT E.XPIRF:S FIVE f S) 'niAKS AFTER ISSUANCE ON JANUARYS 2008 HOWEVflR. COVERAGE MAY BE OBTAINED UNDER THE EXPIRED GENERAL PERMIT WTMCH WILL CONTINUE IN FORCE AND EFFECT UNTIL A NEW GENERAL PERMIT IS ISSUED AFTER ISSUANCE Or A NEW GENERAL PERMIT THOSE WITH C:OVERAGE UNDER GP-02-flI WILL HAVE SIX (61 MONTHS FROM THE EFFECTIVE DATE OF THE NEW GENERAL PERMIT TO COMPLETE THEIR PROJECT OR OBIAIN COVERAGE UNDER IiiE NEW PERMIT UNLESS OTHFJtWlSE NOTll TED BV THE DEPARl MENT IN WRIT [NG OPER.ATORS SEEKING AUTHORIZATION UNDIiR A NEW Ci:NER/\L PERMIT MUST SUBMIT A NEW NOI fNOTICE OF INTENTl IN ACCORDANCE WITH THE TERMS OF SUCH NEW GENERAL PERMIT

C PENALTIES FOR VIOLATIONS OF PERMIT CONDITIONS

I HERE ARE SUflSIANTlALCRI.MLNAL. CIVIL AND ADMLMSTRAT1VEPENALTIF:S ASSOCIATED WITH VI0L.\T1NG THE PROVISIONS OF THIS PERMIT FINES OF UP TO S:5 000 PER DAV FOR EACH VIOLATION AND IMPRISONMENT FOR UP TO FIFTEEN (151 YEARS MAY BE ASSESSED DEPENDING UPON THE NATURE AND DEGREE OF THE OFFENSE THh SWPPP AND INSPECTION REPilRTS REOUIRED RY THIS GENERAL PERMH' ARE PUBLIC DOCUMENTS 1 HAT HIE OPER.ATOR MUST MAKE AVAILABLE FOR INSPECTION REVIEW AND COPYING BV AN ' PERSON WTTHIN HVE (5) BUSINESS DAYS OF THE OPERATOR RECEIVING A WRriTEN RHOUF-ST' BY ANY SUCH PERSON TO REVIEW THE SWPPP AND/OR THi; INSPECTION REPORTS COPYING OF DOCUMFJTS WILL BE DONE AT THE REQUESTER S EXPENSE

D NEED TO HALT OR REDUCE ACTIVITY'

IT SHALL NOT BE A DEFENSE FOR A PERMITTEE IN AN ENFORCEMENT ACTION TH.AT IT WOULD IL^VE BEEN NECESSARY TO HALT OR REDUCE THE CON.STRUCIION ACTIVITY IN ORDER TO MAIN IAIN COMPLIANCE W ITH THE CONDIITONS OF THIS PERMIT

E DUrVTOMrnGATE

IHE PERM! fTEE ANI) IT S CONTRACTORS AND SUBCONTRACTORS SHALL TAIO; ALL REASONABLE STEPS TO MININnZI: OR PRE\'ENT AN^ DISCHARGE IN VIOLATION OF THIS Pi:RMIT WHICH HAS A RE/\SONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT

F DLTY TO PROVIDE INFOR.MATION

THE PERMITTEE SHALL FURNISH ANV INFORMATION REQUESTED BY ANV AGENCY WITH REGULATORY OR REVIEW AUTHOKl IV OVER THIS PROJECT FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH THIS PERMIT OR COMPLIANCE WITH ANY OTIIER RFXJULATORV REQUIREMENTS PLACED ON THE PROJECT IN CONJWCTION W m i THIS PERMIT FAILURE TO PROVIDE REQUESTED INFORMATION SHALL BE A VIOL.A'1 ION OF THIS PERMIT SUCH REGULATINti AGENCIES INCLUDE BUT ARE NOT LIMITED TO THE DEI'ARTMENT SWCD S LOCAL PLANNING ZONING HIiALTH ANI) BUILDING DEPARTMI-NTS THAT RE'VIEW AND APPROVE EROSION AND SEDLMKNT CONTROL PLANS GRADING PLANS AND STORM WATER .MANAGI-1.MENT PLANS AS WELL AS MS4'S INTO WHOSE SYSTEM RUNOFF FROM THE PERMITTED PROJECT'OR ACTIVITY DISCHARGF_S

G OTHER INFORMATION

WHEN THE PERMI FTEE BECOMES AWARE THAT HE OK SHE FAILED TO SUBMIT ANV RELEVANT FACTS OR SUBMITTED INCORRECT INFORMATION IN THE NOI OR IN ANY OITIER REiflRT TO THE DEI'ARTMENT HE OR SHE SHALL PROMITLY SUBMIT SUCH FACTS OR INFORMATION

H SIGNATORY REQUIREMENTS

ALL NOIS NOTS SWPPP'S REPORTS CERTIFICATIONS OR INFORMA MON REQUIRED BY THIS PERMIT OR SUOMITIED PURSUANT TO THIS PERMH SHALI. BE AS FOUXIWS

1 ALL NOPS & NOTS SHALL BE SIGNED AS FOLLOWS

a) FOR CORPOR.ATION BY (1) A PRESIDENT SECRETARY TREASURER. OR VICE PRF.Sn)ENT OF THE CORWRATION IN Cl-LMIGE OF A PRINCIPLE BUSINESS FUNCTION OR ANV OTHER PERSON AUTHORIZED TO OR WHO F'ERFORMS SIMILAR POLICY OR DECISION-MAKING FUNCTIONS FOR THE CORI-ORATION OR (2) THE MANAGER OF ONE OK MO!<E MANUFACTURING ANNUAL SALES QR E-XPENDITURES EXCEEDING $25 000 000 (IN SECONlJ-OUARTER 191i0 DOLLARS I IF AUTHORIIV TO SIGN DOCUMENTS HAS BEEN ASSIGNED OR DELEGATED TO THE MANAGER IN ACCORDANCE WFTH CORPORATE PROCEDURES

b) FOR PARTNERSHIP OR SOLE PROPRIETORSHIP BV A GENERAL PARTNER OR THE PROPRIETOR R ESP ECTI V EI," OR

c) FOR A MUNICIPALITY' STATE FEDERAL OR OTHER PUBLIC AGENCY BY EITHER A PRINCIPLE EXECUTIVE OFFICER OR RANKING ELECTED OFFICIAL FOR PURPOSES OF THIS SECTION A PRINQPLE EXFCin IVT. OFFICER OF A FEDERAL AGENCY' INCLUT)IiS (11 THFi CHIEF EXECUTP 'E OFFICER Oi-THE AGENCY OK (2) A SENIOR EXECUTJVE OFFICER HAVING RESPONSIBILITV FOR THE OVERALL OPERATIONS Or A PRINCIPLE GEOGRAPHIC UNIT OF THE AGENCY (E G REGIONAL ADMINISTRATORS OF THE EPA)

: THESWPPP AND ALL REPORTS REOUIRED BV TIIE PERMIl AND OTHER INFORMATION REQUESTED BY THE DEPARTMENT OR LOCAL AGENCY SHALL BE SIGNED BY A PERSON DESCRIBED ABOVE OR BY A DUI.V AUTHORIZED REPRESENTATIVE OF THAT PERSON A PERSON IS A DULY AUTHORIZED REPRESENTATIVE ONTY IF

a) ITIE AUTHORIZATION IS .MADL IN WRITING BV A PERSON DF SCRIBED ABOVE AND SUBMITTED TO THE DEPARTMENT

bl THE AUTHORIZATION SPECIFIES EITHER AN INDIVIDUAL OR A POSrriON HAVING RESPONSIBILITY' FOR THE OVERALL Oi'EiWriON OF THE REGULVI ED FACILUY OR ACTTVIl V SUCH AS THE POSITION OF MANAGER. OPERATOR. SUPERINTENDENT OK POSH ION OF EQUIVALENT RESIVINSIBILITY OR AN INDIVIDUAL OR POSITION HAVING OVERALL RF^SPONSIBILITY FOR ENVIRONMENTAL MATTERS FORTHECOMPANY (A DUL\ AUTHORIZED REPRESENTATIVE MAY THUS BE EITHER A NAMED INDIVIDUAL OR ANY INDIVIDUAL OCCUPYING A NAMED POSITION)

cl CERTIFICATION EXCEPT FOR NOI S AND NOTS ANY PERSON SIGNING DOCU.MENTS IN ACCORDANCE WITH THIS PARI' SHALL MAKE THE FOLLOWING CERTIFICATION

•T CTRTTFY UNDER PENALTT OF LAW THAT llUS DOCLIMENT AND Al.l. ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT OUALU'IED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INTORMATION SUBSfFTTED BASED ON MV INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION THE INFORMATION SUBMITTED IS TO THE BEST OF MY K.NOWLEDGE AND BELIEF TRUE. ACCURATE. AND COMPLETE 1 AM AWARE TH.AT FALSE STATEMENTS MADE THEREIN ARE PUNISHABLE AS A CLASS A MISDEMEANOR PURSUANT TO SECTION 210 45 OF THE PENAL LAW

PROPERTY RIGHTS •[TIE ISSUANCE OF THIS PERMIT DOES NOT CONVEY ANY PROPERTY RIGHTS OF ANY SORT NOR AST FJCCLUSFVE PRIVILEGES NOR DOES IT AUTHORIZE ANV INJURV PO PRIVATE PROPERTY NOR ANY INVASION OF PFJISONAL RIGiH-S NOR AN ^ INFRINGEMENT OF FEDERAL STATE OR LOCAL LAWS OR REGULATIONS

i Si^VERABILITV"-' THE PROVISIONS OF THIS PERMIT ARE SEVERABLE AND IF ANY PROVISION OF THIS PERMIT OR THE APPLICATION OF .ANV PROVISION OF THIS PER-MFT TO ANY CIRCIINiSTANCE. IS HELD INVALID THE APPLICATION OF SUCH PROVISION TO 01 HER CIRCUMSTANCES AND THE RE.MA1NDER OF THIS PERMIT SHALL NOT RE AFFECTED 1HEREBY

•; DENTAL OF COVERAGE UNDFR THIS PERMIT

11 AT ITS SOLE DISCRETION THE DEPARTMENT MAY REQUIRE ANY' PERSON AUTHORIZED BY THIS PERMTF TO APPLY FOR AN'Y.'OR OBTAIN EITHER AN INDIVIDUAL SPUES PERMIT OR ANY ALTERNATIX'E SPDES GENERAL PERMFF WHERE THE DEPARTMENT REQUIRES A DISCILARGER AUTHORIZED TO DISCHARGE UNDER THIS PERMIT TO APPLY FOR .AN INDIVIDU.-\L SPDES PERMIT THE DEPARTMENT SHALL NOTIFY THE DISCHARGER Rs' WRITING THAT A PERMIT APPLICATION IS RF.OUIRED THIS NOTIFICATION SHALL INCLUDE A BRIEF STATEMENT OF TIIE REASONS FOR THIS DECISION AN APPLICATION FORM A STATEMENT SETTING A DEADLINE FOR THE DISCHARGER It) FILE THE APPUCATION AND A STATEMENT THAT ON THE EFFECTIVE DATE OF ISSUANCE OR DENL\L OF THE INDIVIDUAL SPDES PEILMM' OR THE ALTERN'ATIVE GENERAL PERMIT AS rr APPUES TO THE INDIVIDUAL PERMITTEE COVERAGE UNDER THIS GENERAI. PERMIT SHALI. AUTOMATICALLY TERMINATE APPLICATIONS SIL\LL BE SUBMITTED TO THE APPROPRIATE DEPARTMENT OFFICE INDICATED IN APPENDIX A OF THIS PERMIT THE DEPARTMENT MAY GRANT ADDITIONAL TIME TO SUBMTT IN A TIMELY MANNER AN INDIVIDUAL SPDES PERNilT APPLICATION AS REQUIRED HY THE DEPARTMENT UNDER THIS PARAGRAPH THEN TliE .APPLICABILITY OF THIS PERMIT TO THE INDIVIDUAL SPDliS PERMITTEE IS AUTOMATICALLY TERMINATED AT THE END OF THE DAY SPECIFIED BY THE DEPARTMENT FOR APPUCAITON SUBMITTAL

2) ANY DISCHARGER AUTHORIZED BY THIS PERMIT MAY REQUEST TO BE EXCLUT)ED FROM THE COVERAGE UNDER THIS PERMIT BV APPLYING FOR AN INDIVIDUAL PERMIT IN SUCH CASES THE PERMITTEE SHALL SUBMTT AN INDIVIDUAL APPLICATION IN ACCORDANCE WITH THE REQUIRE.MENTS OF 40 CFRI22 26C{!XII) AND 6 NYCRR PART 621 WITH REASONS SUPPORTING 1 HE REQUE-ST TO THE DEPARTMENT AT THE ADDRF-SS FOR THE APPROPRIATE DEPARTMENT OFFICE THE REQUEST MAY BE GRANTED BY ISSUANCE OF AN INDIVIDUAL PERMIT OR AN ALTERNATIVE GENERAL PERMFF AT THE DISCRETION OF THE DEI'ARTMENT'

3) WHEN AN INDIVIDUAL SPDES PERMTT IS ISSUED TO A DISCHARGER COVERED BY THIS PER.SUT OR THE DISCHARGER IS AUTHORIZED TO DISCHARGE UNDER AN ALTERNATIVE SPDES GENERAL PERMIT THE APPLICABILITY OF ITIIS PERMIT TO THE INDIVIDUAL SPDES PER-MITTEE IS AUTOMATICALLY TERMINATED ON THE EFFECTIVE DATE OF IHE INDIVIDUAL PERMI F OR THE DATE OF AUTHORIZATION OF COVER/\GE UNDER THE ALTERNATTVE GENERAL PERMIT WHICHEVER THE CASE MAY BE WHEN AN INDIVIDUAL SPDES PERMIT IS DENIED 10 AN OPERATOR OTHERWISE SURJECT TO THIS PERMFT OR THE OPERATOR IS DENIED FOR COVERAGE UNDER AN ALI ERNATIVE SPDFi; GENERAL PERMIT THE APPLlCARILin' OF THIS PERMIT TO THE INDIVIDUAL SPDES I'ERMITTEE IS AUTOMATICALLY TERMINATED ON THE DATE OF SUCH DENLAL UNLFISS OTHERWISE SPECIFIED BV ITIE DEPARTMENT

L PROPFR OPERATION AND MAINTT^NANCE

THE PERMFTTEE SHALL AT ALL TIMES PROPERLY OPERATE ANT) .MAINTAIN ALL FACILITIES AND SYSTE.MS Or TREATMENT AND CONHTtOL (AND RELATED APPURTF-NANCES 1 WHICH ARE INSTALLED OR USED B V THE PERMITTEE 10 ACHIEVE COMPLIANCE WTTH THE CONDTnONS OF THIS PERMIT AND WFTH THE REQUIREMENTS OF SWPPP S PROPER OPERATION AND MAINTENANCE ALSO INCLUDISS ADEQUATE LABORAl ORY CONTROLS ANI) APPROPRIATE QUALITY' ASSURANCE PROCEDURES PROPER OPERATION AND MAINl ENANCE REQUIRES THE OPERATION OF BACKUP OR AUXILIARY FACILITIES OR SIMILAR SYSTEMS INSTALLED BY A PERMITTEE ONLY WHEN NECESSARY TO ACHIEVE COMPUANCE WTTH THE CONDITIONS OF THE PERMTT

M INSPECTION AND ENTRY

THE PERMITTEE SHALL ALLOW THE DEPARTMENT OR AN AUTHORIZED REPRESENTATIVE OF EPA HIE ST.ATE OR. IN HIE CASE OF A CONSTRUCFION SITJ- WHICH DISCHARGES THROUGH AN MS4 AN AUTl lORlZED REPRESENTATIVE OF THE MS4 RFCEIVIXG THF DISCHARGE UPON THE PRESENTATION OF CREDENTIALS AND OIHER DOCUMENTS AS MAY BE REQUIRED BYLAl^ TO

t) EN-ITIR UPON THE PERMITTEE S PREMISES WHERE A REGULATED FACILITY OR ACTIVITY IS LOCAIT.I) OR CUNDIJCTED OR WHERE Ri-CORDS MUST UE KEPT UNDER THE CONDITIONS OF THIS PERMIT

2mAVE ACCESS TO AND COPY AT RILASONABLE TIMES ANY RECORDS THAT MUST RE KEPT UNDER THE CONT)ITIONS OF THIS PERMIT AND

3) INSPECT AT REASONABLE TIMES ANY' FACILTTIES OR EQUIPMENT (INCLUDING MONTTORING ANI) CONTROI. EQUIPMF-NT)

N PERMIT ACT IONS

ATTHE DEPARTMENT'S SOLE DISCRETION THIS PERMFT MA^' Al ANY TIME. BE MODIFIED REVOKED OR RENEWED THE HUNG OF A Rj:OUr_ST BY THE PERMFTTEE FOR A Pi-RMFF MODIFICATION REVOCATION AND REISSUANCE TERMINATTON A NOTIFICATION OF PLANNED CJL\NGF.S OR ANTICIPATED NONCOMPLIANCE DOES NOI STAY COMPLIANCE Wll 11 ANY TERMS OF THIS PERAirr

IV RECORDS. RKPQRTINC; & RETENTION O F RECORDS

A THE DEPARTMENT MAY AT ITS SOLE DISCRETION REQUIRE MONTTORING OF DISCHARGEfSl FROM THE PERMnTED CONSTRUCTION ACTIvm AFTER NOTIFYING THE PERMFTTEE IN WRIIING OF THE BASIS FOR SUCH MONTTORING IHE PARA.METERS AND FREQUENCY AT WHICH MONITORING SI lALL CK'CUR AND THE ASSOCIATED REPORTING REQUIRLMENTS IF ANY

B THE OPER-ATOR SHALL REI AIN COPIES OF SWPPP'S AND AN " REPORTS SUBMITTED IN CONJUNCTION WTTH THE PERMIT AND RECORDS OK ALL DATA USED TO COMPLETE THE NOI TO BE COVERED RY THIS PERMIT FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE THAT THE STTE IS FINALLY STABILIZED THIS PERIOD MAY BE FJLTENDED BY THE DEPARTMENT IN ITS SOLE DISCRETION AT' ANY TIME UPON WRITTEN NOTIFICATION

C THE OPER-ATOR SHALL RETAIN A COPY OF THE SWPPP REOUIRED HY THIS PERMIT AT THE CONSTRUCTION SFTE FROM HIE DATE OF INITIATION OF CONSTRUCTION ACTIVTITES TO THE DATE OF FINAL ST/YBl LIZA TION

D HIE OPERATOR SHALL ALSO PREPARE A WRITTEN SUMMARY OF FTS STATUS WFTH RESPECT TO COMPLIANCE WITH THIS GENERAL PERMIT AT A MINI.MUM FREQL-ENCY OF EVERY THREi-MONTHS DURING WHICH COVERAGE UNDER THIS PERMIT EXISTS THE SU.MMARY SHOULD ADDRF_SS THE STATUS OF ACHIEVING EACH COMPONENT OF THE SWPPP

ADDRESSES NEW YORK STATE DEPARTMENTOF ENVIRONMENTAL CONSERVATION DIVISION OF WATER 625 BROADWAY 4TH FLOOR Al.BAN"\ NEWYORK 12233 3505

TOWN OF EAST FISHKILL TOWN HALL 330 ROUTE 37f. HOPEWELL JUNCHON NEiW YORK 12533

F'OOTNOTF-S

(1) "COMMENCEMENT' OF CONSTRUCTION" MEANS THE INITIAL REMOVAL OF VEGETATION AND DISl URBANCE 01" SOILS ASSOCIATED WITH CLEARING GliADING OR EXCAVAITNCi ACTIVITES OR OTHER CONSTRUCTION ACTIVITIES

(2) "FINAL STABILIZA TTON" .MEANS •T1L\T ALI. SOIL DISTURBING ACTIVATF.S ATTHT. SITE HAVIi BEEN COMPLETFJ) AND A UNIFOiCM PERENNIAL VEGE'TATIVH COVER WITH A DENSITY OF EIGHTY <Hm PERCENT H.AS BEEN ESTABLISHED OR EQUIVALENT STABILIZATION MEASURES (SUCH AS THE USE OF MUIXHES OR GEOTEXTILESl HAVE BEEN EMPLOYED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURE ;

(31 STABILIZATION MEANS COVERING OK MAINTAINING AN EXISTING COVT.R OVER SOIL COVER CAN UE VEGETATIVE fE G GRASS TREES SEED AND MULCH SHRUBS ORTURFlOR NON VEGETATIVE (E G GEOTEXHLTLS RIPRAP OR GABIONSl

f4l "SWCD MF-ANS SOIL .AND WATER CONSERVATION DISTRJC"!

(5) "SPDES MEANS STATE PCILLLTIQS' DISOFARGE ELIMINATION SYSTE.M

CERTIFICATION

ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN THE S10R.M WATER POLLUTION PREVENTION PLAN OF THIS PERMIT SHALL SIGN A COPY OF THF FOLLOWING CERTIFICATION STAHiMENT' BEFORE UNDER! AKING ANY CONSITtUCTION ACTIVITY' AT THE STTE IDENTTFIED IN THE STORM WATF-R POLLUTION PREVENHON PLAN

-I CERTIFY U'NT)ER PENALTY O!" LAW THAT I UNDERS1AND AM) ACIREE TO COMPLY WFTH THE TERMS AND CONDITIONS OF THE POLLUHON PREVENTION PL\N FOR THE CONSTRUCTION SITE n)ENHFIEI) IN SUCH PLAN AS A CONTJITION OF AUTH0IUZA11ON TO DlSCILARGh STORM WATER I ALSO UN1)1:RSTAND THAT THF- OPERATOR MllST COMPLY WITH THE 1 ERMS AND CONDITIONS OH THE NEW YORK STATE POLLCTTAN T DISCHARGE ELIMINATION SYSTE.M (SPDESl GENERAL PERMIT FOR THE STORM WATER DISCHARGE FROM CON.STRUCTION ACHVITIES AND HLAT IS UNLAWFUL FOR ANY PERSON TO CAUSE OR CONTRIBUTE TO A VIOLATION OF WATER QUALI1Y

I CERTIFY THAT THi- SWl'PP HAS BEEN DEVELOPED IN CONFORMANCE WITH TKE "NEW YORE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL ANI) WITH THE NEW YORK STATE STORMWATER MANAGEMENT DESKiN MANUAL (WHERE APPLICABLEl

"I CERTIFY THAT ALL APPROPRIATE .STORMWATER CON-TllOL ME/\SURES WiLL BE IN PLACE BEFORE COMMENCEMENT OF CONSTRUCTION OF AN'J SEGMI-NTOF HIE PROJECT FriAT REQUIRES SUCH MEASURES -

f ) OWNER ( JCONTTtACTOR [ ] SUBCONTR/\CTOR

NAME iLSIGN.AI URE

PROJECTNAME

CONTRACT E

UnauLhoKEed altaratlon or addttlon to a plan bearlnjc ^ lloentfad ens lnoer a veal !• a violation of Beotlon 7S08 eubdtvlslon Z of Uia New Yor'k State Bducetlon Lew

INSTALLATION OF WATER MAIN SL APPURTENANCES SHENANDOAH ROAD AREA WATER SUPPLY PROJECT


REVISION RECORD

40X DESIGN SUBUITTAL

95X DESIGN IOAT

CHANCED SHEET NO

4 / 1 0 / 0 7 I FERICANE COMMENTS

PER AGENCY COUUENTS

CONTACT E SEPARAIFD OUT o r A ft AGENCT COUUENTS

BRINNIER &: LARIOS, P C ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON N Y

SCALE

AS SHOWN

MARCH 2005

DWG

DB CHK

JM

SHEET NO

9 OF 1 0

R2-0001560

STANDARD DETAIL ISEMCH WriH NATNE WOCFU.

ALTERNATE DETAIL TREICN WTH CmVCL

1 INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT

A N D REMOVE SEDIMENT AS NEEDED

2 R E M O V E D SEDIMENT S H A L L B E DEPOSITED TO AN AREA THAT

WILL NOT CONTRIBUTE SEDIMENT O F F - S I T E AND CAN BC

PERMANENTLY STABILIZED

3 SILT FENCE S H A L L B E P U C E D ON SLOPE CONTOURS TO

MAXIMIZE P O N D I N G EFFICIENCY

SILT FENCE DETAIL NOT TO SCALE

- ^ CLEAN WATER

.DISCHARGE HOSE

GROUND WATER TABLE

GROUND

WATER TABLE

1 2 " - 2 i ' DUkMETER PERFORATED CORRUGATED OR PVC PIPE

N Y S D O T |J2 OR EQUIVALENT

CONSTRUCTION SPECIFICATIONS

PIT DIMENSIONS TO BE DETERMINED BY ENGINEER BASED UPON RELD CONDITIONS

NOTE THAT PIT BASE WIDTH SHALL NOT BE LESS THAN PIPE DIAMETER + 2 4 "

THE STANDPIPE SHOULD BE CONSTRUCTED BY PERFORATING A 1 2 ' - 2 4 " DIAMETER

CORRUGATED OR PVC PIPE

A BASE OF 2 " AGGREGATE SHOULD BE PLACED IN THE PIT TO A DEPTH OF 1 2 "

AFTER INSTALLING THE STANDPIPE THE PIT SURROUNDING THE STANDPIPE SHOULD

THEN BE BACKFILLED WITH 2 " AGGREGATE

THE STANDPIPE SHOULD EXTEND 1 2 ' - 1 S " ABOVE THE LIP OF THE PIT

IF DISCHARGE WILL BE PUMPED DIRECTLY TO A STORM DRAINAGE SYSTEM THE

STANDPIPE SHOULD EE ENTIRELY WRAPPED WITH FILTERCLOTH BEFORE INSTALLATIOTJ

IF DESIRED 1 / 4 " - 1 / 2 " HARDWARE CLOTH MAY BE PLACED AROUND STANDPIPE

PRIOR TO AHACHING THE FILTERCLOTH

CONSTRUCTION SUMP DEWATERING PIT NOT TO SCALE

SPACING VARIES

DEPENDING ON

CHANNEL SLOPE

CUTOFF TRENCH

1 8 ' WIDE

6 " DEEP

? " X 4 " WOOD FRAME

' ^ ^ CATCH B A S I N FRAME AND C R A T E -

STAKE

FILTER

FABRIC

FILTER FABRIC

MAXIMUM DRAINAGE AREA 2 ACRES A 7 t

SECTION B - B

NOT TO SCALE


STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE L INES

GRADES AND LOCATIONS SHOWN IN THE PLAN

SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST

OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE

UPSTREAM DAM

EXTEND THE STONE A MINIMUM OF 1 5 FEET BEYOND THE DITCH B A N K S TO

PREVENT C U n i N G AROUND THE DAM

PROTECT THE C H A N N E L DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR

AND EROSION WITH STONE OR LINER AS APPROPRIATE

ENSURE THAT C H A N N E L APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW

CHECK DAMS ARE NOT S U B J E C T TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE

CHECK DAMS S H A L L B E INSPECTED AFTER EACH R U N O F F EVENT AND ALL DAMAGE

THAT OCCURS S H A L L BE CORRECTED IMMEDIATELY

REMOVE SEDIMENT ACCUMULATION BEHIND THE CHECK DAM AS REOUIRED TO ALLOW

CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM AND PREVENT LARGE FLOWS

FROM CARRYING SEDIMENT OVER THE DAM

STONE CHECK DAM DETAIL NOT TO SCALE

MAXIMUM DRAINAGE AREA 1 A C R E


1 FILTER FABRIC S H A L L HAVE A N EOS OF 4 0 - 8 5 B U R L A P MAY BE USED FOR S H O R T TERM A P P L I C A T I O N S

2 G U I FABRIC FROM A C O N T I N U O U S R O L L TO ELIMINATE JOINTS IF JOINTS ARE N E E D E D THEY WILL B E O V E R L A P P E D TO THE NEXT STAKE

3 STAKE MATERIALS WILL B E STANDARD 2 " x 4 " WOOD OR EQUIVALENT METAL WITH A M I N I M U M LENGTH OF 3 FEET

4 SPACE STAKES EVENLY A R O U N D INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES D E E P S P A N S GREATER THAN 3 FEET MAY B E BRIDGED WITH THE USE OF WIRE M E S H B E H I N D THE FILTER FABRIC FOR S U P P O R T

5 FABRIC SHALL BE E M B E D D E D 1 FOOT MINIMUM BELOW GROUND A N D BACKFILLED IT S H A L L B E S E C U R E L Y FASTENED TO THE STAKES AND FRAME

6 A 2 " X 4 " WOOD FRAME S H A L L B E COMPLETED A R O U N D THE CREST OF THE FABRIC FOR OVER FLOW STABILITY

FILTER FABRIC INLET PROTECTION DETAIL NOT TO SCALE

Divers ion Rtage Required Where Grade Exceeds 2%

VEGETATIVE MEASURES Z Or Creo le '

E«istrng P o , M Room

SECTION A-A RIter Fobr ic-MiroFi or approved equoi

TEMPORARY SEFDING

IN AREAS WHERE CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED FOR 1 4 DAYS OR MORE A P P L Y

TEMPORARY SEEDING MEASURES AS F O L L O W S

SEED TYPE ANNUAL OR P E R R E N N I A L RYEGRASS

SEED APPLICATION RATE 1 P O U N D PER 1 0 0 0 SOUARE FEET

PERMANENT SEEDING

FOLLOWING COMPLETION OF FINE GRADING INSTALL TOPSOIL FERTILIZER AND SEED AS FOLLOWS

FERTILIZER 5 - 1 0 - 1 0 A l RATE OF 1 5 P O U N D S PER 1 0 0 0 SOUARE FEET

SEED TYPE 4 0 % CHEWINGS 3 0 % K E N T U C K Y B L U E 2 0 % HIGHLAND BENT AND 1 0 % REDTOP

SEED APPLICATION RATE 5 P O U N D S PER 1 0 0 0 SQUARE FEET

Supply Woter to Wosh Wheels wtien Necessary

EROSION AND SEDIMENTATION MAINTENANCE SCHEDULE!

STRUCTURE

SILT FENCE BARRIER

STABIUZED CONSTRUCTION ENTRANCE

STRAW BALES

DUST CO»fTROL

VECETATIVE ESTABUSHMENT

INLET PROTEOTON

CHECK DAM

DAILY

" INSPECT

-INSPECT

" ----

WEEKLY

WSPECT

" INSPECT

" INSPECT

INSPECT

INSPECT

AFTER

RAJNFALL

INSPECT

WSPECT

INSPECT

INSPECT

INSPECT

INSPECT

INSPECT

MAINTENANCE

MEASURES

CLEAN/REPAIR/REPIACE

CLEAN/REPLACE STONE AND FABR:C

REPLACE

MULCHINC/SPRAYINC WATER

VECETATIVE ESTABLISHMENT

CLEAN/REPAIR/REPLACE

CLEAN/REPAIR/REPLACE

AFTER COMPLETION

OF CONSTRUCTION

REMOVE

REMOVE

REMOVE

N/A

PERMANENT

REMOVE

REMCWE

PL^N NOTES

1 The entrance shall be moFntoined in o condition that will prevent trockmg or flowing of sediment onto pubUc r i gh ts -- o f - w o y This moy require to dressing repoir ond/or cleanout of ony measures used to trap sediment

2 When necessory wheels shoH be cleaned prior to entrance onto public n g h t - o f - w o y

3 When washing is required it shall be done on on oreo stablized with crushed stone that droms mto on approved sediment trop of sediment bosin

CONTRACT E

STABILIZED CONSTRUCTION NOT TO SCALE

ENTRANCE Unauthorlxed alteraUon or addltton to a plan

b e a r i n g a U c e n s a c l e n s l n e e i - s o e a l IB a VlolaUon of aecUon 7208 aubdlvtslon S of the New York S t a t e Educat ion Law

INSTALLATION OF WATER MAIN Sc APPURTENANCES SHENANDOAH ROAD AREA WATER SUPPLY PROJECT

T O W N O F EAST F I S H K f U D U T C H E S S C O U N T Y NEW Y O R K

REVISION RECORD

40X DEsrCN SUBMITTAL

95X DESIGN IOAT

CHANCED SHEET NO

FERICANE COUUENTS

PER AGENCY COUUENTS

CONTRACT E SFPARATtO OUT OF A & AGENCY COMMENTS

BRINNIER & LARIOS. P.C ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON N Y

SCALE

AS SHOWN

MARCH 2005 SHEET NO

10 OF 10

R2-0001561

contract e: final design for installation of water …

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