HomeMy WebLinkAboutBATCH - Supplemental - 0000 Wildflower DriveCathyann LaRose
From: Jay Nadeau Uayn@cwd-h2o.org]
Sent: Tuesday, October 06, 2009 8:51 AM
To: Cathyann LaRose
Subject: Summerfield Project
I have reviewed the Summerfield Project with Scott Homsted from Krebs and Lansing Consulting Engineers, and with
the exception of moving one main line gate valve that we discussed, and using a two-inch galvanized pipe blow off at
the end of the new main, find the plans in order and acceptable to the South Burlington Water Department.
Jay Nadeau
SBWD Superintendent
403 Queen City Park Road
South Burlington, VT 05403
w) 864-7454 x19 f) 864-0435
10/6/2009
RECREATION PATH COMMITTEE
October 5, 2009
The Recreation Path Committee held its regular monthly meeting on Monday, October 5,
2009, at 7 pm in the small conference room at the city office building.
MEMBERS PRESENT: Chair, David Jacobowitz; Vice Chair Rick Hubbard; Secretary,
Ed Darling; Lou Bresee, Leslie Carew, Bill Cimonetti, Greg Goyette, Donna Leban.
ALSO PRESENT: Tom Hubbard, Recreation Director
The minutes of the September 14, 2009 meeting were approved.
AOT Grant
The contractor plans to complete the Tilley Dr connector path before June 2010. City
Council has approved the bid award to ECI.
Wholefoods
This project will be discussed again by the DR Nov 3.
Official City Man
We want different symbols for existing and proposed paths: solid lines for existing paths,
dotted lines for proposed.
There are several issues we should discuss in depth. Lou will email us a list and members
will pass along their input prior to the next meeting, in Nov.
The path in the vicinity of Tilley Dr will be included on the map on the new park sign
MPO
There is no new information regarding an I89 crossing, or joint meeting with Williston.
DRB-related
AIRPORT
We discussed the desirability of having a 10-foot-wide path beside the parking garage
and extending at each end as far as possible, towards Williston Rd, and northward along
the westerly side of the airport. There is now a five-foot wide path, and in conjunction
with the garage expansion we would like to see this path widened to 10 feet.
We also discussed the desirability of having a separate lot for temporary parking, off -
road, and the addition of bike lanes on both sides of Airport Dr, as wide as possible in
conjunction with two 11-foot vehicle lanes.
We also discussed the need to have a connection from the east side to the west side of the
airport and of having a path in conjunction with the new street which will be built. This
seems to be the time to start voicing our concerns.
SPEAR MEADOWS
The committee reiterates its recommendation that we made for the previous application,
that a 10-foot path be built in a 20-foot easement along the eastern side of the property,
connecting with the Vale Dr. cul-de-sac at the southern end, and terminating at the UVM
property line at the northern end.
For the intersection with Spear St, any work done should be done in accordance with the
Spear St corridor study, which requires bike lanes on both sides of the street. This would
include the entire length of the development that borders the street.
O'BRIEN DEVELOPMENT
We recommend a 20-foot meandering easement along the south side of Kimball Ave for
the length of the development. This easement would include a 10-foot wide paved rec
path. This path should connect to the existing path recently constructed in Technology
Park.
We also recommend a 10-foot wide rec path along the major street, a dead-end street,
through the development. This path should be built when the buildings are constructed.
MISC
On Nov 10, 5:30 pm, John Kaplan will make a presentation at the Davis Center, UVM.
We would like Bruce Hoar to attend our Nov. meeting.
The VYCC will be installing puncheon in the Dorset Park natural area.
In connection with a project at 85 Meadow Lang Dr., we will by requesting an easement
along Hinesburg Rd.
Wed. is walk -to -school day.
We asked if the rec-path patrol would be reinstated this coming summer, and if bicycle
safety would be included in the patrol's training.
It was mentioned that as a committee we might formalize the data we would like to have
regarding safety.
ELECTION OF OFICERS
The current officers were nominated to stay in place, and were elected.
The meeting adjourned at 9 pm.
The next meeting will be held on Monday, November 2, 2009, at 7 pm in the small
conference room in the city office building.
Respectfully submitted,
Ed Darling, Secretary
rd
O
Existing Lot = 6.93 Acres
Mv. Joe
. Rat Approxkno/{
lnv J98. H4 i M . , /pap/!pn ar H��xy$lln
Joe.
\ van kwo w
Fes, Jot Er. H' CMP !r. H• CUP \ bs obe�,obnM.
1 fx t?' GW EsisrAq Powd W;W Y
Ex, !J' ADS J996J Existing Building
Mv.
In. J99.J7
Mv. J9yH
Nb S
Q E,*Ih q Po pp,kkrq
nW
1 %aald in W
�1
1 % �
t
My a02.n
Colhy OPrrcn _ Ftis/kq bona/ mer
as 6/7J/o 1200
a
M, 40.11 I I \ I I
I
I 1
I I I 1
I I I I I
Notes
I. Elevations we based on en HAW 88 dol.-.
1. The location of underground utbities is not warranted to
be exact or complete. Contoct LAC SAFE prior to arly
excavation.
0• Jd 60' t.W, JBO' 3 This plan is in no way a boundory survey.
House and driveway locobons and lot grodlnq plans are
mown for Dlustrotive purposes Exact locations of houses
and driveways may vary
BAR SCALE ,- m For Permit Review
1
I
I
1
1
I
fp e
W
` Ea. sun
Olin JHJ.Ja
M, J77 Sa
�JOJ
?
L ft"0d
1
•p,
Power pale
j
-177
Survey Control Pont
/
Existng hydrant
o
Cencrete monument
O
Iron ppe
—
Droinoge flow
Sqn
{x
Light post
- -
cv
Approx Property Lim
—w— — 9&w—
E isling Woler Line/pole valve
ExisUnq Gas Lx/e
Existng tree line
—s-®-
Existing Sewer Line/manhole
Existing W*ctricat//Nephone
Existing Storm Line%otch bosin
338
Existing Contour
•
Existmq /epee
L ocation A/oo
I
1
I
b
�
City o1
South Bur/mylon
Ydume J71 P�a9gee B6
�
April I5, 19B6
I
I �
I
I �
/ \ Cl)
S 7 g p17 Brodey
Vbb- 692 Pope J52 I Robert McDonald \
December 70, 2004 Foilh McDonald
_ Von me J26 Page 366
S8275 50 W S9275 SO"W S8275 *50 W _ FL -NE ne 76, 1992
` 2 60.00 �\
r�
enwwn r�
Polq ep;� r t0 na.�ww'goaea wee (no srg sN; pool>S elcl r / i � N07"yi7B W
NAB?0'17"W 1 84.39'
%I _ �� 1 1 690 v
I
LOT 4 ryg A9 / / /ound, JZ" -ew �nt - "1
- ---- $ 0.47 Acres a1ryp6 // J sem _
QQ XN.
exposed leaning Ea
___...._- ^7 ' r ; �/ / / wmwold-
LOTILOT 2 w (OJ 3 q +� r asa In - O' S
1 N q 0 48 Acres q 1 rw .marl g rir or \
0.48 Acres b „• r % r 1 sw n e n: ton one
O.56 Acres q2 •--------- 'Ir Iv / 6��1a I tali 1 B g
q I� I� Ike 5eormnCQOf �10 0� / b ,
1 E I C I = me eweci of �'� / Thomas KiiSJ/ars&7 1
� 1
1 p $ I m. city or dr 4 s i 1 Sisse/ Ann Kristronsen
Bwfngrort �- I Volume .714 Pogo J96
V
O O N V / �� o i No ✓ember 77, 1985
eo I
� V N N7737101E � q / , / 4 � % �•" r 20'sewerJ
5'/anarc pe I to*-dv,p,-r chord 1003' I / j y1 `1� remen1 l I L ocatlon Map
wuemenl / war'ty eorm ent. R = 170.00 I �1 / / ben.%�of City
me benerl or I I / / / a H ///_
/sa.%lainglan. L = 1005�� i yry6/�, / / / ewlavoia 1 N07rJ.540� \ N. Ts
— NBJ79<37�_NBYf9#32_ _ — — -
N� - - - /
u 140.33 SBJ79*3"W 5817943W -W9500'� ' //` Legend -
11.5t00• — — — — — -- - _ _ LOT 9 kpl /P PW` Carter
/ ' 1
_ _ _ — — — — c;ry Margery caner \
E"s/`^y P°"'° d"K=r [Rr1 ty (Noy '/ Exis/.ng Buirdmg 1.94 Acres found J2" Q Calculated point
ex osed ✓oavme 711 Page li
3 Acres �` \ p ✓onuoy 7. 19B5
1 ■ Concrete Monument Found
_ 142. 60' N8179 43 N /8 79 4 i _ - r'� \ I
NB179431� I _ _ - - 'P• \ 11 Iron Poe Found
�14Z.60_ 58J7943W 4 — S8J79 3"W 58179 13"W — _ �� \ - -
— S69.170 39 d NOBL18 53"W /fron Pipe 1 115 0L 9$QOi 57B51 oo chord 56.00 �J\� � - - \ stomped LL3 639rto be se�
R oral 70.00 R = 170 00 �` �}` 1 IIQ 09'
L = 2001' 1,, L = 5653•
Cl Concrete monument to be set
a: no .mom I $ ros
1 I I O me bensi o/ yy� p w lO 1�6
Existing Properly Line
the city of W rebosouth evik'91 r.. .ibSeph BroOT B 2^__ ^� LOT$/ we
Re6er'co \ -- - - New Properly Line to be created
0.6? 0.46 Aaes A I + 1 ? " round Yv me 796 Peg \i X — X — Barbed WYe Fence
Ih I C 6" ex osed
1h q w l q gl (OT b' P Augprr 7 1990 \
1• }O w 9 q b" I 10 Easement
LOT 7 w I ,y° Q 4B Acres ' �• „ 9 r + Easement Line
w I ^t YdM r �l 19 J96 !t — —
20' reweal:on - � 10' ,rna-9w�.rrw N07'.i5 LS IY
araty ease ne r\ 10?.8B"-
poln eoVemenl I � / /he bone%I o/ 'A y, -y ' i \
i the neneat I Lot 9 f Q)o N801658 E 1 -
20' -I South ft 6-I fltm. I I r I�r4-3114' 1Ne '37 NB01 ?D i 'rr% - SuryeY Notes
-__
�ia' - yoWx efG/ Neit Cd/dlon 1 A closed traverse was completed in June 2009 using a total station IheodoN7el
274'0 /P76 NB0:3859'$" electronic distance meter (Sokkio Set JJORK) and a steel lope.
/Pz T79Qi �r E - — Martalne Callahan
Y� r%
t � _ NB074 0T1� _ - -
r 9 A
_ r„ ,", �71 i7 E
Row; N802124'E -- 1- 1-" - - "l_
found
- /ound 8
Kerw+ MCGLa'1M 16 a pose
lo' Eos Card McovNert I exposed �i
✓dome 21J Pogo J96 Volume 217 Page 40I I 7
Voy 17. 1985 September 7. 1986
I ,k7tk Russel/ Inc.
I Ydume 211 Poge 240
Boundary Notes leb—'), 5, 1985
1. The descriptions controlling the locations of the bounodries of the land
e� surveyed and the physical evidence located and existing on the ground
were Compared and analyzed to provide boundary locations that ore most
h1Q indicative ofthe original intent of the deeds and in agreement with existing
monumentotion.
�71 2 This plot o/ survey depicts boundary location of lands under the title of
ql the owner, and also the limits, where known, of easements, licenses
and/or other servitudes and rights that may encumber or benefit the
surveyed premises.
I
II
Butler Drive
I
1
/Pt !a ROW2
75't8"W
J 66
Thomas O Connor
2" /P EJlen O'cannar
found ✓.tome /42 Page WJ '
!lush ® August 1, 1978
car her SB2y5S0"W
/e ce 58175 50 1Y 1l� 7
77,17-7 /PL ' c !�� � r
A1802120
N - 7" AP
- 1" /P /ound found 16" 1 Volume 34J Poge 473
2 A// bearings ore calculated and referenced to Vermont Stole Plane Coordinate
-'/ound"B"
found B"
18" exposed ex osed
p \
Grid North.
exposed
I exposed
1{Altm» BOaro171Qn
I I
whet Cooper bon Boaroa»an Brandon Decofl
1 �� E. Anderson I volume 699 Page 759 Katherine Murphy
Ronna Heber!
Francesca Marovrsht A07 E. P, Anderson March 4, zoos Vo/me 771 Pope 259
-
\
Vol/me 6B6 Poge 170
October 24, 2004
Volume 459 Pope 19
✓dome 20.i Page 4 74 I December 79 7006
August 15, 198I
e
,19, 19$
/ty
I
\` Kndl Ci1C
Map References
T� So%%n �, '
I
\
1. Plan entitled "Subdvision Plot of Butler Forms Owned by Homer & Marie Dubois, Hinesburg Rood, South Burlington, I
\
VT " by Trudell Consulting Engineers, Inc. doted January 17,, 1985 Mop Volume 197 Page 97
2 Plan entitled "Ledge Knoll Subdivision - Homer & Morie Dubois Hinesburg Rood, South Burlington" by Trudell
I
Consulting Engineers, Inc, doled November 16, 198J with revision dote at 5-8-85, Mop Slide 177
3 Plan entitled "Lot Layout - H. Dubois," South Burlington, doted August 1969, Mop Slide 94
Plan entitled "Plot of Survey - Arthur Toutant - Owner, Hinesburg Rood, South Burlington, W.. " by PF. Morcott
I 1 4. doted August 12, 1970, Mop Slide 96
J. Monuments have been set in and on the ground where shown on the plot
of survey where, in the opinion of the surveyor, it was necessary to
perpetuote a corner not otherwise monumented Monuments shown as �- -
to be set" wX be set at the title holders direction. -
4. Any boundary line location, based on deeds or documents recorded in
the public records by which title or rights were conveyed to Robert & Ruth
Furlong, or title or rights in lands of Robert & Ruth Furlong were otherwise
delineated, is subject to accuracy and legality of those deeds or documents.
Where those deeds or documents are improperly executed as a molter of
low or contain errors or omissions in fact, or contain or ore based upon
erroneous conclusions of low, then the depicted boundary locations may not be
vo% d
j� 5. The boundary line locations shown ore also subject 10 accuracy, and
legality or lock of authority of any grantor or grantee who professed the
right or ability to convey, receive or condemn property or rights in the
I surveyed property
1 6. Any depiction on the plots of survey of boundary, lines or other
structures, exclusive of boundary lines for the Estate of Robert Furlong were
located by tocheomel y The location and depiction of boundary lines other than
those of the Estate of Robert Furlong, ore not warranted and all boundary lines
depicted ore subject to the accuracy and completeness of the public record
7
Dubois Drive
-L_
Plonning & Zoning informotion - -
Owner: Estate of Robert Furlong, (Claire Lewis, Executrix) - - -
1747 Porters Point Rood
Colcheste, VT 05446
Applicant: Buckthorn Croup, c% Colhy O$rien
839 Oak Hill Rood
Williston, VT 05495
Source o/ Rtle: Volume 91 Page 447
Worrantee Deed From Homer L. & Morion Dubois
to Robert J. & Ruth L. Furlong, October 4, 1969
Streel Address: 1404 Hinesburg Rood
Tax Parcel lot 0850-01404
Proyect Area., 6.93 acres
Ce�filico/ior omae 1
Zoning District: Isis SEO-NR .Ririe✓ a bored on onvsicd evidence
0' 20' 40' 80' 160' 240
Bor SCoie I" = 40'
September 28. 2009 ryyhl o/ way er7ended
A-1 17. 2009 slo/r comments
NOT£.•
AN water /me and related work to be performed kn
occordonce with the Champlain XWer District
Specilicotions and Deto/7s for the /nsfotlotron of
Water tines and Appurtenooces. '
t
MO! POW7 ELEV ..01. 11
LOW PDW7 ELEY . im 69
A%N PVAV/ SIA . 1.16
[Ow POW7 REV . 4=50
LOW POAV7 SIA . 0+7].le
PW S7A . /+m
LOW PDW7 SM . ]+m
PW S7A . 0+75
PW ELEV . e0/JS
PW SM . 2f00
PW LZEV . J96J5
AR • 7.m
K . 171
AD . -sm
K . !].m
min• K'
PW LZEV ..o0J5
AR . ].m
K . Jam
I .___. _ I
_-6om'K-
.W. VW. .a,.—
AMw p' MWr
04-1
AYw /]11]'r-
1]' ./A d Aqp oa+ne
d/ Nwfkp ..'!h
Yon .oft maM
.is
MO Can(/0.^LO" sw—
erco.o/e O fesf p/f to
Axle erWi q /T' wars
lire. Supply oo k76o ,
OW40 enl, mOtsiW, and
epv;pmw.l 10 connect 10
ertsfL+q leN.
0+00
1+00
N.. sVh J
Rim J95 e0
My n Je790
MK wl JB7.A7
4S-4
s
�Oprr
AY. SW 5
Jei]
MK h J73
M.-1 J7.1
80—
ati
�S
�r4
conr,oc/
snai erco.dle o res!
r or me
E.q'
wn d , Cifor soars
and
plan plat r ade,My
1
manho/e
aY(rrmirr /ne twat/
s✓R
oriel'
ol;en, and drP/n o/
p san;lay swear stub.
?+6V
100
390
Er.
!.
Sim
R. J8.J.
M. J77.17.N
AVGV POW7 ELEV . e01.7]
NM.71 POW SM . J+50
' Pw 51A -,--
PN E[fV: Sfm
400
1
PW SM . J+SD
A.O. . -
PN ELEY + IOL eS
AD . -200
K . 2e57
I
K 2 0 . ,W —
WOO,
woo* K' —
F ti g
a $
3+00 4+00 5+00 6+00
Rood & Utility Profile
Nail. 1' . JO' - - -
1Wt. 1' . J.
370 3M
s0+00 51+00 51+00 53+Op
Sonilay Sewer ProMe
For Permit Review
400
— IV— CB 5
Rin 39325
My Je995
Mr ud J917
My rd 391.2
N.. SIM 6
Pb JRIm
Mr. h J6e97
hK w! JBeel
J90
Osod s.M .o/er m
snoa hart o 7' mo.
as .ns(wed o/ me
wad or e/I
o
,
ergo/ro/romMa
1-9M b/ 8' 0 ace.
ccp and lnrusr bbcF.
0' 30. 60' 120' /80
BAR SCALE
]]P09y5 ,00d erlend.0 s.h 9/j3/b9
� wren cbmmNls swh 6//7/09
79 culrorl robN, unob,aoM s.h l/7./09
See Londscope plo
/or tree spacing.
Maintain 5' rain,
spockg between
(reel and
5°
wafer/sewer.
/ondscc
zs-
10 ulbYy
eosemenl
Existing
ground
f✓ass
/fined
Swale
1
00
1
underground
u/attles
60' Right of Woy
rood
6" leveling course
704.04A fine
161
7 -O"
- 0.
orave/
shoo/de
/
J 6.
24rww
>
+
7 Donlon/ ° o o 18" grow/ subase b
aeon wo Dm- 1 ° ° 1 704.05A coarse
stone topped in
rarer /Doric
° o� Remove exi57kg
/
w
1 ° 0 '.1
New gas organic material
sl a-
`- Mndwdok a1r0o/b. bcolkn
17' min.
sewer
ane rope shown on the
par 1 orM pro/4e. r rend
tone p to match boll —
of subbase.
1 1/1" Type r// or 7V
(op coarse bituminous
concrete pavement
ZN Tobric 500x['A07' sand
knum o lop Spec 70J03
fo be 14"
New
smilay(�1and /d/
sewer W os required
Tico/ Section
Street Detoi/
N f's
Rood Construction Notes ( All re/nences to rood sha/ opoly to woks and parking arms as well. )
1. New rood shay be constructed 1, 111e tine and grade shown on the aowngs Me rood and utility locations shall be as
typically abloded unless olherw;se shown.
1 An rood wd pwkk' construction shoe be completed kl accorobce with the Ve/monf Agency of Transportation Standard
. eci/icotkns for CmSleucfkM'1006, hneafler Col/ad Vermont Highway $oecfficolions speak'cotiob /amd on these plans
and Project somilicolfms In cox of conflict, the more stringent specification sha/ apply as dWe,mkned by the Engineer
3 Me Contractor shall fokow Vnman! Highway Specifications (1005) Section 10J 11 tar placing and spreodng embankments
4. Fdi moferio tar rood embankment shall meet Note /13 below and be approved by the Engkeer Fdl shoff be placed in 11'
hits welled and compacted with solfslwlary compaction equpmenl to 95X of moxrnum dens/ly (Standad Prods).
5 Rood in 7d/ sections shol be placed and compacted a mkkmum of J feel above lop or my Wdily to be ksloped be/ore
trench is excovoled far ppe placement In trenches and cut sections, the Cmtrocla shall provide all necets y sheeting
shoring and brocng to man/ok compliance will of 05HA/kO5HA regulations
6 Methods for construction of Subgrode shall cmiorm to ✓ermmr Highway Specnlco/ions (7005) 10-112 or as determined by
the Engineer.
7 Dense graded crushed Slone, crushed growl and sond borrow sha'/ not be cmlomkoled by work. Construction lroffb shall
not trawl over eposed areas of this material. Any subgrode or subbase dis/wbed by Contractor. or tandered unsufloble by
construct- mochkny, shall be removed and replaced with approved granular back/di of the Cmlroclor's expense. The
subgrode shod be compacted to attain of least 95.E at the maximum density (Standard Pact f before placing road or
embankment materials.
8 Me Owner sha# pay tar on site sods testing (compactim, sieve, and proctor). At o mnknum, 1 somples of al/ o'grpote
material brought to site shall be tested
9 Sand borrow and cushion shall conform to Vermont Highwoy SpeciAcolions (2006) 703.0-1 Granulor borrow shot/ conlarm
to the Vwmml Hghwoy Specflico/ions 70104
10 Groove/ subbase for povement shall curl m to ✓ermonl Highway Specifications (2006) 70405 coarse, crushed grovel, or
70405 dwnse graded crushed stone as shown ancross-section.
It.. Lew/kg course shill confarm to ✓wmme Highway Specifications (1C'Ob') 704.05, tine grading. Shoulders shop can/sum to
Section 70411, Aggregate tar Shoulders.
11 Bituminous concrele pavement Shaw conlabt to V 1 Highway Specifications (1005) Section 404 and 405.. Binder course
shill be 70c.T 4 A and linfsh wearing course shog be Type A W. or as defoded
13 Embankmenf fill tar e// knpervibus orens EXCLUDING BUILDNVO; shoe be o slew speci/icolion as follows: Sieve !k-er
4' 100
1" 85-100
/4 60-100
1200 JO mazenum
L)no/ extend foakc
7W of undwdr-
'lone. ^ So:oo ,eo
p $o°Rf
ooe S.DbpJG
la" &= g, rR°°d 'uDgrpde
1 msilkn /renter /o Ex/end crushed Slane to
subrade CNwIan o! ' k T / y .i
rood wegoa'
I: I th Vl rww/wn.
Exlena alw
lJP1(d eppro.M ep,aa ✓ i �y f Jy4' washed crushed
.nwsa one I—ok �.�r r tin same
wxWdak /rents -
6' a e' pwi pled (See Will/y 16' M7)1S•
Ptak) rugeled papthylene ppe, mmmum / See /-at-, an Whily plan
A05-N11, or Wprowd aqua(
Porous Pavement Underdroin Detoil
N IS
1 1/1" Type /1 base
coarse bituminous
concrete pavement
1 1'-0"
r } J
1 14" /
,°1--
�+ fined
swa/e
° 0 �1' bottom
I
cieon, washed
er
stone opped in
We, tobrfc
I—�I � I/ndeaokl dWlh, wcall n
!z' min. One ppe shown an line
New 0 ptans and prof. Extend
waterline 'lone P to notch Dolton
of svbbosa.
The Cm/ran/- shop preppie the subgrode k con/ormmce
with lid design grades then, k the presence of the [ ginea,
shoo proof raid the svbgrode with o /waded laden Wrap
buck Cand1/ its may 'puke the remora/ of u-400b
mol-oV and Ptaaemenl of oddrwnal subbase. the Owns
must Wprow my wok :n .two with the remove/ or
unsudoble ono/vel and p/ veneer/ of oddrfona whbnse.
Col }action Notes )
See Londscope plan
1. The .. troclor will be responses Pow al/ construction o/ water mom, slam and sonitu., sewer systems os shown on the plans He wd/ be
far Gee spacing,
responsb/e far a/ ace—jr, odoptws, /illkgs etcto mate connections to the existing and proposed ufiiries the Contractor shot be
M.... 5' min,
respondtie for a/ work shown"
xnp/ied on the plans and/a referenced on Me specifications and permits The Contractor shall submit, farspacing
between
opprorol by the fngibeer. at Itpes of malwio/s and proaecls used
frees and
water/sewer.
�
Water Malin
1. the ppe / wofw mole shill be ducfA kon doss 51 mmu/aclwed in accordance with AWWA C151, os noted on the drawings Alt ppe
she// hone push an type pints Al/ fillings raves etc. sha# have mechonicd /omts Ppe and h'Ilk9s shall be manufactured by Cl—, US Ppe,
.lohns-Maldle. or approved equal All new DC ppe shop be poly wrapped and how no less than three brass wedges installed of each pnl.
nd
1. All ppe shall be installed in accordance w/AWWA C-500 fie ppe shot be kept free o/ foreign molter and debris daring insfellolfan. Mhen
I
the process of pShane laying has slopped any open ends of ape Shan be plugged There shot/ be o mknimum of 6'-0" rover over ap ppe and
New 3' wAe porous s.atrwopr,
service Ames Any ppe deAtec/ion shall not exceed fifty (50) percent of recanmendLd enanufaclwer's maximum de6eclion. Backfdl mOIW&VS
Sao Metal
and procedures shalt be os aWaded on the drawings The Contractor sha/ be respansib/e far any and al/ sheeting and/a shamg necessary
to comply w/OSHA - WSHA regu/olions
.1 the testing of the wale/ mon shoe cons)'! o/ the /ashy of at/ ksta/led ppe, services and hyamfs in occaacnce with AWWA C600 The
Existing ground
testing Shod tonal of o pressure test and leakage test. An testing shad be done with potable water and in the presence of the Engineer
An
and o represenlolive from the City of South Bur/nglon Depalme,t The pressure test consists of mantoinng o minimum insert/ ppe
pressure o/ 100 psi (140,,620 k9/m 1) to, two (7) hours /f the pressure cops more than 5 psi (3515 kg/m 7) m the first hour, Ihis
cons/;futes fodwe of the test for the paticulor Section of Abe. Fodue of any test section wd/ necessitate repok and/or replacement o/ the
/oiled section.
4 Chlorination of the system shall be accomplished after the wale, morn has been Successfully pressure tested and thoroughly /hrshed Dfskfeclion
sha/ be in accordance w/AWWA C-651. the method at disinfection shall be approved by the Engineer and only after samples o/ woler
from the pushed disnfecled main shows no evidence of baclerio/agncal contamination. Use not /ess than 15 mg�'l far 14 hours
Me concentfofion must remora above 10 m911 tablet disnrection is not acceptable.
5 The water mom sha/ be thoroughly flushed with o mnknum now velocity of 2.5 N/s to flush foreign rnoterias out of the valves and
hyam/s Pia to flushing the Conllaclar shall —1-1 the Owner, Engineer and South Bw/kglon Meer Deportment. /I is o viblation to
discharge charkafed water into wolers of the Stole.
Son%tort' & Storm Moins
1. The ppe /or sonilary sewer shop be PVC gravity sewn ppe SOR 15 (ASTAID J034) with rubber seating rags Storm tine shoe be NODE
smooth woo type ppe. An ppe shall be raid to the tine and grade shown on the plans
1 The nsla/ed sonftay se— pp, shall be low pressure ok tested in the p/..ence o/ the Engh— After pipe cleaning, the ppe
section (manhole to —hole) shall be tested accorong to the pracmVu outlined k the current edrion of the Stole Of Vermonl
Et—onmenlo protection Rules
'Bituminous pavement.
(See Defod)
Width of flush curb.
6'
Concrete
(See Defod) ✓s. _,:�-%�^ *�-+
-recessed curb^
Z"
New truncated delectable wornkg
device by Neehol or approved equal
Detectob/e Worning
P/ocement Detoi/
N. ES
e1" (hick bit. resfdenfiol
J" thick bit. cornmeicfol
Grovel base Shoff be the
10' prirofe some depth as the rood
section.
_ROW.
concrete (5" thick) Sidewalk (5" (hick)
gross
bit, concrete apron '
gross
_ /5 - edge of rood
Driveway Apron
N. T..S.
6" lank Par— Concrete.
see 5pec!/Icofkn J7 1J IJ
for concrete design.
topsoil over rood/wok
wbbose. See sile don for
grodn'
✓
_
c er COurSe
yaaa o
e
e8 o
0�48=
o �
°o 0
16" subbase
4i
AASHTO M43 for No. 1
orNO. 14 store. "One
e pro
sha/ be washed and
C/eon
tronsition grade of--���
l: 1 (H.' V), typical See Porous Povemen,
Undero'ran De/ Y
Undisturbed earth Or opprored onaeraok.
MY moterior compacted to 9
standard Proctor n 11" 1,1115111Mroh' 176N
T�ico/ Porous Concrete Pedestrion Wo/k Detoi/ _
N 7..S
Mwla4'A" ewpaabn Abut (entkv
owth o/ COWWO) o/ o behhk m
wary 70 1l. (14' Tar O' a B' wkY
C*WW.,l
.ball I&W anon M s4sNrft
non-4xl wit ceabbr Aber Abkl.
mAbraMy miword den oTphdA
aATvkTg o ,nkshww a lax
r4coewy O/ler tOn{prIJSTOM1
restina and Notes
1. k addition to the Dhow requremenfs all water tines and sewer lines ana manholes shall be thoroughly tested by the Contractor in
weavomce with the Enukonmenta/ protection Rules 9/19/07, Appmdix I -A, and the chtpler 11 Wolin Supply Rules (the more
s/drngmt rule shot! wp/y).
7. No wolw man shill be closer than fen (10) feel to my s Rory sewer, Or smitory manhole and five (5) / / to my star- sewer
or catch bask. Provide mmfmum of 18" vertical seporoli n between woler man and storm/sanilory sewer.
J All manholes shall be roc um tested in the presence of the Engineer. the manholes shall 6e tested prior to backAY
Failure of any vacuum test shill necessilole repot and/a replacement of the manhole and retest. Walla leslkg
manholes is not acceptable.
4 Ak smilay, mains shall be an tested k the presence of the Engkeer. At o mmrnu , the lest pressure shall be 4 pounds per square
inch of the highest pant along the test AO, 5 minutes
5 The Can/ la shall keep o log book of of least three swing lies to service lacot bras and any points of deflection or water man
hYlkgs Books shall be turned over to the South Bur/nglon Woler Department upon acceptance of the wok. Elevations to the lop of
ser—S shill also be recorded Swk9 Iles shall be properly locoled on Record Drowngs and giwn to South Bwhngfan Meter Depa,1 m1
upon acceptance of the work
Erosion Control and Construction Sequence
1. The pwposes and sequencing of erosion control sha/ be discussed with and opproved by the Engineer anal the City o/ South Bunh7glon prig la
my creak', grubbing s/rpping or construction of any kind
1 A// erosion control spell be placed as shown an the aowings or as Ordered by the Engineer An erosion control rneawnes Shark be, of
o mkinum, inspected weekly and moinfoked to fulfil! the intent discussed oboes The ConlraclOr Shall maintain the erosion contra
measures unlit the Engineer is satisfied that permanent ground cover has been established and that further mmwres we not
.puked
3 Ohm erosion control measures ore deemed no longer necesso y, of/ moferio/s oWoned including sdts and construction debris shall be
collected and disposed of n o manner acceptable to The Engineer and the City of South &W*)91on.
4. if highly e,odb/e sods are encountered the Contractor may be required to provide All* mottkg, gobion Or rive! mattresses rip
fop Or other measures as necessmy to prevent erasion. The Canlractar sha/ slockpde bay bales to prowl, of a mnknum, en
work in progress Ad a posed embankments sha/ be fopsoded, seeded and mulched as soon as possible offer construction.
5. The Contractor show/ use wafer ond/a cdc,'um chloride far dust control The Contractor Shall also sweep of roods as required to
mMWOhl Wsf antral
Construction Notes
L The mel6ods and mo/er o+ / cm'rrvct n shoo cmi m to /he wrest 'lonow-ors of
the Stole or Vwmont and CRY of South 8-ftlon, oil wok shoe be A,cm/ormance
Yb op p—as and opa owts bsrred fa the —*Cl. ion cote o/ conklt the more
s/mg-, specification shah Wary as dkxled by Engkeer. Ak work shoe ce dne
A, o wakmoake manner and ccvnpreled k the Ik' 4—A d by 0—
T. the Contractor ~ be responskle /w off work and mole,*Oa shown and rewked to
mate the yeb compble these anwkq' do no/ 'Dow every n/Ikg Or Waur/mince.
A/o/er,A's shorty be as Wecit4d an the aowkgs Manufwtaw'' prodrer
specilkoims shop be submt/Ira / a material, to the Engke— for Wprov r
prior to kstoeal n.
J The tacolin and sue of wishing vn wgrpnd ✓Wiles is not warm/- to be ewcl
a d purl&. me C-1—W shoo A.W locale ok ./allies and ~ —1-1 the
aft led ufh'ty c pm}; the Cngkeav and Me CYy o/ South &W119(m prior /o mWkq
any hook ps The Cm!/eclor shop be afey responsble for ON eafslkq
and their mklerrpled seances All o/%silo b-Alk sheefkg ond shoring
drroferkg cwexh9 -d 9r kg evoswn con/rat W'/ Con/r0; &.11kc —1,04
gma.,g and op kck0en/ots shoe ce kxNded as oral of the regrked wok
4. Revak o/ ale dkdwbed alms, grating seede'ng mochh g repo:- of row and cabs
poring and other kciomloh are kc/uded as pal o/ the rpvked wok'. AN
dWurbed oreos shop be loaned and mulched until pwmmmf 9aamd cover As
es/oohsned
3 The Cmlreclor slat verily ON fentpawy bench mains before use.
6 The workmen and prd/k shoo be protected by the C-1—for /ran my ond oar hpxards
necled win the co -fraction wok Open Irenchex-of-kh; or equipment Ink
/be workkg ";Is are to DQ goaded by the use of adequate ba-rkcodes or Aogr—
Ak borrKodet left k position overnight are to be properly lighted K osene pots
/noI acWfoble. Mbm work narrows the usoble pavement, logmen shop be pwpd
oaoid the lbw of Irofr so that there worn be no und- dw.^ me C lracta
snop be held resamsble f the safety of op workmen and the genera punk ond
ill damages to property aca.nkq /rpm - upon the work accoskmed by negligence or
olherwae growkg out of o 104L on the port Of the Contractor to protect persons
or properly ham horn Al o/ Wen !tenches, moerias or egvpmenl 01 my time of me
day - n,pb/ wilhk the working orea All work shot be h cort-mince to OSHA
regvaoI&'n 11. 19. Polls 1976631 and 1926652, and opplkatw 10 V7SHA nrg btknt
7 The C Gm/or slal -,Ay ok u1d11y Wwseclkms and contact Engkew and Amer
with confikI..
6 the C /raclor shop c 9 Dig Sole pine to any excovall-
9 The CmNmlaw shoo coordmo/e fha localim one k.w/s / rofw, se and storm
buadnq era -i—s with the Architect, 51ructwo Engineer, and Mechmlco Eogkew.
tD Ak law 'rail-y and slam pipes show be tale with o loran to eleveNpn and stop,
as mown On the plans
1t AN vole, line and rNoled work tip be par/ ed k occaaence wlM the CW—ptb�
oble, Din: ki SPecdholwns and Delon /a the tnstowlion of Meter Ike' and
AA—f---'
Street fight to be
HADCO Old Wald V2703
or approved equal
ev— Use LED /amp f
available..
fbergfoss po/e—�
Lof side Street side Rood
provide anchor as specified
by manufacturer
18' ±
(see S'le P/on) —
j 1co/ Street L 4t
N. T.S.
Splamber 75 7009 porous 1—swh 9/y5/09
A.Wst 11. 7009 5bN comments swh 6/14/09
Use high strength
non -shrink grout
(_� 4" orifices
cored n concrefe
Inv. ee
4"PVC SOR 35 with -
T8" hde cut in end
cop with Iros/1 11
Inv e/ev. J89.5'
18 sump /
t0 • -----
inlet J92 15
Removable square cost iron grate
in welded 3" x 3" x 318' angle
iron (tome on 3" x 3" x 3/8"
angle iron legs Provide 4" clear
opening all sides. Contractor sholl
submit shop drawings for approval
Top of pond 8 394.0
lwelded
Ie
12""ofi a
n compocled "
grove
Dry Detention Pond
Outlet De tor/
N. T.S.
Stormwoter System Mointenonce Schedule
T The slormwoter system is comprised of ony portion of the site
that directs or conveys water.
2. Catch basin sumps should be respected regularly and cleaned
as required.
1 All ditches and swoles must be inspected regu/or/y and repaired as
required Speciol attention must be given to winter time ice conditions
Catch Basin
Size
Max Pipe
Diameter
3• Clio.
12 --.
4' dio.
24" --_
5, dio.
-To-
6' did.
36"
frame and grate,
LeBaron IF248-1 or equal.
LeBaron LK120A if slope
is greater than 5% slope 2R min.
Q
Mastic, D" ring
ar butyf rope.
Monolithic base -
First ja;nt shall
be higher than
k ved out elevation.
Und'sturbed material
flexible pipe s/e Ves
cost n place or pressed
gasket fw 0/1 pipe
penetrolions
The catch basin size shot/ be larger than
indicated in the adjacent chart ;t the
recommended number of pipes penetrating
the catch bosin is exceeded
rl1ah 9-d
slope to *o;n
Cost in place concrete
user. Use class 8 concrete
(3,500 psi) between cost
iron frome and precast
concrete catch basin
Catch basin by Comp, frriswold or equal
- ASTM spec. C478-88
4,000 PSI concrete
Steel reinforced to ASTM Specs.
- AASHTO H-20 wheel food
Booted
connection
Flow
/ �--314" to 1 112" crushed stone
_Typical Cotch Basin _
NTS
Non c •e port
anchweento the
ground Adpkhg ands'
0 oa be mxna,kaiy
frothed or wB/tled to
Born other. svbmfr rhgo
,*awklgs for goprorof
24
l
1
PVC
Non corrosive mash secured
ro the port kane 2' x 2' J
mash soa'^ng Submit shop Nee Qnref Structure
downgs to, opgoroe
Trash RocNot kaaDetai/
l 5'
0.5, = s8I__..... � 4' 2
Existing ground liermont State Stondards
Ahrofi 140x Tjpe I rip fop
Emergency S ip //woy Detail
Al T.S
Typical drain. bole. See Plan
Vew /or /ocor"n. Swale to have
flat bottom, see site plan for
width, side slopes to be 3' 1.
I
L
Gross Swale Cross Section
N. T. S
-. D+2
---____
povn9 10 nlalch
existing
storm woln /low--- 24" dep stone /d
the Contractor shall De
u p—d
_ Rprgo. Rgnl ppe (706.01)
1�1
reponsible for complying
with OSHA - VOSHA
paved
... mound slight/y
regulations
II -
-_
Mkor 59ax AG&
o deI-, to r oes II Il -I U
Bocklt// moteroW shd/ \
canto!, no stones greater zz
Y:
:.95V
%tondord
9OX
sfondord
I
S As snoBn on p/ores
a --- -
Ihaa 3" n diameter, no
farm /—PA doy or
Proctor
proctor
�in...s�fion
organic moleriot
P/xe in 12' IMs and
compact os nd;coled.
�yito/ Riprop Detoi/
b"
M nts
318" to 314"
°D
crushed stone -
UndWarbed moterio/--.
8
HDP£ storm
TypicO/ Storm Trench Detoas
N. T. S
cm"xror mrlon
HDP£
c
F- —i
P�
Rein! ced edge
d II
FB 1
Toe trough
Use slain/ess sleet
meld threaded
fastener
Collar
A//ernole Conneetions
Notes:
,'no sections shot/ be nslo/led in
occordonce with the moms/aclarers
ins/Mlolion speci%catkn
Connector seWecli
c
e
e I
_ Tae Hough
Cross Batton
HDPE End Section Detail
N.TS.
Poe
DI ler
Dimensions
A B C D
1-e 410. 1"3 11/Y3
10
14.5
JJ
6
12
42
2
14s
JJ
6
'5
41
19
J4
6
8
9
22
4J
6
74
59.5
7B
4B
6
J0
BB
J6
6J.5
6
J6
6
6
1. Contrlbuing length of roollop (1) shot/
be 75 feel or /ess.
2. If downspouts are used, the conlnbul;n9
roollop area to a downpwrl shot/ not
exceed 1000 sq. /l.
3 the length of the d'sconneclibn orro
must be egad or greater to the
contnbuing roo/lop length.
4 Downpouls must be located at least
10 ft. from the neoiesl impervious
satiate.
I8WId'ng Root
L
II ll 112 L
I` v
ll ll
t Disconnection Areo".
Slope less than or
equal to SS
Disconnection of Rooftop Runoff Schemotic _
K TS,
For Permit Review
NOTES
1. The location of sewer mains in relation to wafer mains shall
be in accordance with the Recommended Standards for
Sewage Works" so-co//ed Ten Stole Slondords and Wafer
Supply Rules.
2. Sewers shall be laid of leas! 10 feel (30 m) horizontally from
any existing or proposed water main. Tree dislonce shop be
measured edge to edge if this dsfonce cannot be obtained
then the Apes shall be installed according to EPR, Chapter 1,
Appendix IA, Ito.
3 18" (457 cm) seporolion shall be maintained whether water is
over or under sewerr if this dslonce cannot be obloined, then
the pees shall be insfolled according to EPR Chapter 1, 116.
Woler main
18" min. (45 7 cm)
Z
O Sewer (sonilory or storm)
Seect bockldl compacted
in 6" (152 cm) loyers-95X standard
proctor density.
C ossingr
Sewers crossing water mains shall be laid beneolh the water moire with
a/ least 18 inches verlicol clearance between the outside of the sewer
and the outside of the water moon. When it is possible to mointoin
the 18" vertical separation:
I) the crossing shall be arranged so that one full length of sewer is
centered above or below the water line with sewer joints os for as
pass Dle from water joonls;
2.) the sewer ppe must be constructed to water moon standards for
a minimum distance of 20 feel either side of the crossing or o total
of three pipe lengths, whichever is greater
3) the secloon constructed to water standards must be pressure
tested to maintain 50 psi for 15 minutes without leakage prior to
bockhllong beyond one fool above the pipe to assure water tightness;
4.) where a water main crosses under a sewer, odequole structural
support shall be provided for the sewer to prevenl damage to the
wafer moon.
Sewer / Water Seporotion Detail
IV. TS.
100' max.
i
4" min, service lateral
Provide cleonouls of
45°bend 100' min, see deloil
45°wye F�nico-
"r
_" J
Distance to Wry with ------
death of sewer service
6" servoce 12" man. —
4" service 11" min. Slope 1/4%lt, unless
otherwise noted
Undsturbed so!/ — ' Bedding moleriol 10 be hand compacted
Sewer mom l0 95X standard proctor ( on.) before
placing lateral, or use Class C' concrele
(2000 /bs) See trench detail.
Section
PAVEMENT
pavement
Vol- cover morked ----
Sewer" or Storm" `
occording 10 use. —
Cost son va/re box
lop or approved equoi
Fiber pocking between
pioe and rove box.
4" PVC 5DR 35 —
FOE
TBuddng service extended 10'
7sewer
nd post the right of way info /he
lot. Copped and witnessed
4" min, buildng sere Ce
main
I
Plon
Building Service Connection
N15
Row
CROSS COUNTRY
Wolertight cop marked c/eonout" 1
45• bell and spigot elbow (4 J
PVC SDR 35
`45' wye for in line cleonouls (5" X 4")
45• bell and spigot for terminal
Cleonouls (reduce to 4 )
Sanitary / Storm Cleanout Detail
N. T.s
The Contractor shot/ be
rev-45/e for comp/ymg
with OSHA - VOSHA
regu/a/kms.
42'
poring to match
pored
exist..
unpaved
mound slighIty
a
BockhN molerb/ shot/
95X
.y
95X - Ri
contain no stones greater
sronaord
Blond d
than .I" k° dn'omeler, no
practor
praclo, !
frozen lumps; cloy o
0
organic material.
Place in 11" lids and
.�
compact os lndicoled
-( F
�n
6"
D
CNShed 4/One
i
6 PVC SOR 35 —;lory
Ond's/arbed material �e noin and services
Typicol Sanitary Trench Detoils
N. Is
Frame &cover 1pgeode
Neenah R-1642, slope to dos+
s
f eboron /C 266 or equal
—
Cost on place concrete
riser. Use class8 concrete
6^
(3500 pso) between cast
son frame and precast
concrete manhole
�g
" v------7
ASTM C478 Precast reinforced
Provide cos/ in place ---- • v
concrete manhole and corer
steps.
by Comp Precosl, Griswold or equal,
Use polypropylene 112
plastic rungs with
---- O' Ring gasket or dfosfoc
v
1/2" grade 60 steel 4'-0
reinforcement or equal —
Do not mortar inside face
o/ manhole.
---Monhole shot/ be vacuum tested
5=
while lowest pint is slop exposed
Asphalt coaled ----�
- Cost m place or press -seal
gasket tar all pipe penetrations.
Class B concrete or
red hardened brick
shelf and invert. //j/
flow ---
; j��/
/ ,
8" ° •.p5. a o. �.
> •°• ° •' �
o
Monai/hoc base section
lao�e?• 12"min. dare Q
314"to 1 1/2" crushed
Undisturbed mo(erio/ Refer to plan view /,or
compacted stone
location of popes and inverts.
Typical Precast Monhole
"S
For Permit Review
Desc�%Q Nam
/
\ � 1
1 �
Easement for I
temporary ` \
turnaround 1
W
\\—
\
�gmp orary pervious �. 1
J turnaround until I \
connection through \
adjoining property is \ \ 50, 1
complete. I — \
v
I I \
ti\
�l
Ne w rip
— — rap in/et.
\ / I See detail.
I I
/ I
I I,
11 1
ass c \i /� 3—
� ��\ \��
3g57
I/� Dry Deteniion Pond I I I I I I I W
389.5x I I I I III I o
/j
Lot 4 /7
92
--,5' landscape
ea3e en for the
benefit `of -Me City
of South 393' / �39 / / S
Burlington. 1 / / /// / .� / /'� -� 5 +0�\
ew
r inlet.
i
l ij r N l ee defai/. 5 `4\
0' 30' 60'
F=q FEq
8AR SCALE /" - 30'
Underdrain Mirafi 17ON
subbase and
outlet to
dayligh t.
Temp orary Pervious Turn croup d
Cross Section Detail
N. r. S.
IWEBS & LANS/MG ConsWfIng Engineers, Inc.
f64 Male Ss°. et, CoArbester, Vermont 05446
O, JO' 50' 120' I,w
BAR SCALE
free la be —
se/ PbmD
Rem/wcM runD�rr
nose
Porwr /oascoPe
Pimli,y miwlure�
6' P—led —
planting mi./we
Cfrr/:+g
Cl— 1. be p—.d
oe aeclee Dy
oee//$eef - ab rro/
n.! AroMr
-G+rg mwlwxr
(GL,irp wsY. J Per
NMf
Tien /rmsW:rr
- sbre.MYO bars —Ah .
!Taro dipM
— ad me remote p y.
Or, row &WV bDd
wem tap !/r a
rDD/ba sere..
bocsNlA�e; wlAe We
� lryns
—7rwe ,pppp l —ha,
Nolte Rem.. ow non-bk.dWodoble
-.!aryl ,— plan! pit
Tree Ptonting in Londscope Detoit
M 7..5
--br Y'
•a,
Power pa/e
Survey Contra/ Point
i
Existing hydrant
o
Concrete monument
O
Iron pipe
—
Drainage flow
337.5
Finish grade spot elevation
-P
Sign
0
Light post
- -
Approx. Property Line
£xisting free line
— 338
£xisting Contour
- - .- - -33a -
Proposed Contour
•
Existing fence
&O ds
1. 11emlions ore based on an NA 4D 88 dal.'".
2. The location of underground utdWes is not warronled to
be exact or complete. Contact DIG SAFE prior to ony
C—oration.
Ld�dxs�eamAnO . O"" J. This plan is in no way a boundary survey.
Common Nome Scientific Nbrne clode Ouontity Caliber Svmbo/ Unit Cost Tolol cost 4 House and d ivewoy locations and lot grading plans ore
shown for illustrative purposes Exact locations of houses
and driveways may vary.
Autumn slow Alople Acer x /reemonfi AA/
15 25-3 O
fJ00
$4,500.00
Princeton Elm (/lmus omencono p inceton' PE
6 2.5-3- O
%i75
$2,250.00
�
September 1S 1009 raoe extended
Au el Ir, 2009 atoll <emmenlr
River 81rch 8etulo Nigro R8
23 2.5-3"
s240
I551000
bore revised be:cr%olidn
Subtotal.
$12,270.00
Design swi
L ondseoping P/on
vT Soles Tox 6R
1735.20
Drawn Slav
Williston Soles Tax
IX S 122.70
Checked
NOTE.• TOTAL:
SIA12890
Scale 1. = .30
Summerfie/d
Landscaping plan and cost estimate developed by Brion Mitchell, Commercial Monoger of
Date h ly 7, 2009
Gardeners Supply.
Tree spacing along Summerfeld Lone sholl generally be JO' on center while mointoilling
09143
Pro'ect 1404 Hinesbur Rood So
10MOS & "NSINO Consu/tirj
glneers, Inc.
necessary separation from underground utility services.
N 3ermit Review
I
164 Main Street, Colchester, -
_inontO5445
L-1
I MvN/
n r Irrxr-
lqhI
New fbpbkg
Sweve aM
M.w
ow
Ner Ena�
Shw h
J9d7e
i
Ner wn 6
RIn 39100
nnN -W 97
�
by r JOB 87
Ner L9 3
I
I I Rin 5
s R MI by J9993
by u0 J9iI
J9L?
-------------
a/M nor, o eM �
Rased t fM or C6
IM k
/f o QLIhfMus/ ONC!
Mer /s-,
�'4 oM`r/goo�b/i area to tel; s �;
r �/
/� I /� /
I� '°• I '/lYry .aown.,o"'L I I b.-M ofMe Hie
Lo! 1 c9tz I I �pioa
I/
InMM ' I I 1 I — New wn I 1 I Op
_101,50
!/
L V. v. . >D• I Ner 4•PW N. 392..BB
S n I I p wit I SBR JS sanitary Nv. o✓/ J91.7B
can•,I .orN I I I N.:NVe i I I/e.nic:•a I I I N« ro J97.
(/,oM[�d) I 1 N, /o J9z 9�s � I 1 I p f/o. oa Nr: \ I i I / r /}I!/ y�•'t�" - / 1;
er
/
00
RA v N 5
P 35 smllgy al 1N 4 l
5/
New nb A4/•I
e /eL SO INa I L�
Sx derox S. aerot
News�p
spr C Nac/N Md/ IR'ore/e
1 FM Pi/ in Me yesencs or IMe s` w
C/f, or S'au/n
JM4 ndx/Ng/oS Mhr /o ddwhp ,
F ,
\
1`/r
1 I /
- \;; ; \\
Mw C \
v 'q, a isri q •a+llay xwN s
,vrM
W \ R:m J81. J/
/n. J77. JI
•. �"�I /1 n
I � it
ti.'1"m9s I I I II � ICI
°�
n g
U
s•; /
II 1 1 1 1
I 1 rl
A•r atuar I I I
3ea.m II I 1111
- �.
��
/ �, I
_ _
-
vvc
1
1
5z
N. N 73)t
'
�Aew
/ 50
i SMn
N a JB7!
Canlr 10 b Sled, coil- a ao
war pse Me w.lnN me
sew en / N
1
/ po•
oanvrce wi/n
InI O•nN
dS/u.Me o.or /o o,.y..a
,
! / NN rlrf .�?. ' � condfan Ina .orko Hobs
(/ So✓In/ItnkrmR%o� lemppwy rebcol%an / e.blNp
MM
Mew 4' PIS' YYY�«\IWWW}P:re /
JS smllor' e
Y J/I �1/ \
7p oe rots
M ` Approrino
Moco//on
ShwolN /o
-� - ..,.. w-.. _ .-�y _.. -.-. J9s-...�. :+W-• ._ _ _ _ ... ...non wT,.., _ - _ _ _ _ _ - _
I _
J99.!
cqqiw
9 73 \
I I _New - \ \ I
I1 v //�
ass f.-.-- _`\ ( a Ne.J/I•n
. ♦ I . re JDJQa I I V / / . ioza
(40• " an) / I I 1 I
I tot 7 // I I I j \I I I i \�I I r, 1 C14 -d
1 I \ - I _ I I I I 1 II I II II*I
•wN
Conlac w,oN \� J x41Np
In ,emeS arM o/y o/ _------- / vv�AA �Qr/ 7 I -
rotf t I 1 I !O' S%deeNk and - _ -• _ _ / / .t
• Cfl he /M 1 1 /m
i Vol. M. Lot 6 I I
,I zee o ls..v/4q• \ fne bete, or Me +--- -------/
1 w• 10• Bur/:rg/w. I — _ _
21*
717` /r7'
F I I _ s reaA4 -� — rj /'^ fir',,%?; r //,' / i / / ,•I
?n`,Ga.•w awn /r� /,/��� r jr r% r / � / � ��� / /// r/ �/%/% /i / / ,iiin. /L ,ei�
� v��;�ew'°"."r'y''ne''nys/i:^" /,r'K7'.•.••,.r�' i'%%� ✓,/✓r�%/ �:./i%�...:_L�„r,.Jm�e oleo (no swFr9 se/s�,li�"�nm� , .ply✓.(N: �U/,/i'� � wri�cfli .� \Ibi_
The fol/ow,ng restrictions apply to the
portion of Lot B whrch k7cludes the
wet/ond ond associated bull-.,
o. N/o mowing. &✓Sh haggNg Mal/ M pwmirfed
• be
three fhn pe� .
b� No ✓xe Al Nadllond /own reoliono/ S
pats. No Pe
a -dfees ',, 1 ba eer.1-1 A /
sMe Md/ M psrmi/red only /o /M av/enf if
OenMoles of non-✓seobN aea
t. 1b us a/ p sf;rid S .m fne M/� e N
wet/and bull
a' W. 60. JXJ' JBO•
BAR SCALE
A b]"
I. £/erol/ar,s ore based won NAW BB datum.
2 The locolion of underrpaund ul,7ilfes a not warranted to
be exact or complete, Conlocl DIG SAF£ prior to any
excowtion.
5 This plan /s n no way o boundary surrey.
4. House and driwwoy locations and lot g,odirrg p/onr ore
shown for iAluslrol/ve purposes. Exact locations of house
and d ivewoys may wry
5 ReJer to Electric Plan by Green Mountain Power for
complete delods of electric irrstolldM6,,
>L/ ' .ram/ r \r WAN - �/11\r17�
i - - - - - - -
�n i"I'M91—f
I Z�
I LC�OMd 1 � 1
APprox Property Une
—w— — Bd-w— Exisl/ng wale, Lme/vole valve
a• •n, Power pole
—W— *-W— Proposed Obter Lme/gole w/w 111
. -A a — - Surmy control Pont
— G— Exislisq Gos L/ne _I
Existng hyd,ont
New Cos L,ne
Exvsteng tree lie i Proposed hyoionl
a Concrete monument
-S— — —5--®- Existing Sewn Line/monhole O Aron pave
�— 14e-
s
Proposed Sewer Line, onhole -
Drainage Now
°ale ,°�"°d
°°'tn°I'°" ch.
—ter— —ter—
Exisl.ag e/xf,xd/le/ephone 337.5
Finish ode
gr spot -Aeroflot
Design SW
9^
Site P/on
New e/ectrica'/te/ephone
4
Sqn
Drown MRA/FWf
—SF-—57�--j}—
Exis(mg Slo✓m Line%olch boJrn
proposed Storm tr+e%olcn Dorn #%ghf
post
Checked
Exsting Contour
Scale
O, 7, 7 2009
Dote ,Ar/y
.511MMerfie/d
Proposro Cant-
-- r
Existinf .epee
Project 0914-T
- --
/4Ce Mhestwr Rod So
"'
qq°°" f°°'"` ""
'or Permit Review
d�BEBS & L.4N5/NG:.Qs+Ku/ting Engineers, Ana
w
Piopc . „tole
is, Main Street, Colchester, Vermont 0.,
C-2
south
PLANNING
MEMORANDUM
To: Raymond J. Belair, Administrative Officer
From: Bill Szymanski, City Engineer
Date: October 1, 2009
Re: Comments — Summerfield, Hinesburg Road
1. Construct a gravel (8" thick x 10' width) drive from sidewalk to sewer manhole No.
3 for sewer cleaning equipment access.
2. Street shall include a temporary gravel turn around.
3. Street R.O.W. concrete monuments shall be shown o the plans and installed
during street construction.
575 Doi set Street South Burlington: VT 05403 tel 802..846.4106 fax 802,846.4101 www,sburi.com
General Woter Main Notes:
Ap wale, me and'etot- wa1 to be perhrmed h dceaab-e wnh the ChanO"k Nbfer
Dislrkf Sp-rA .'i= and De(ai for Me hslae0lfon d abler brims and AA-(anardes:
nenee/ /n Me CMD Spell/%cations .
All domeslk swvkes and /ke Vr kin systems that ore cone-14d to the Puac werer JYSt-
sndp be pol-fed occad;ng fin !heir degree of hdfad with d "a"ow PHrohrlon assembly
and an oAp epriot. then-0' a PonsA h 'of-, M-,e contact this depo,lmanf for more
h/amafion - bockftow 11.1-Non o'e.vex.
The CND Sp,,;r.a(lanJ ore oopkdb/e to al' new con,lrocf o1 and rocansfrvcti0n or wo/e/
h/ /r-tare. Yoriolia, ,ran the cND Spec!/k01lans win not be perm/l/ed e-Vf as
pravklW w%Mf Me cW specirka'anJ. Me opp,oprlore CND Supervisor os de/fstl h the
CMD SOacllons 'be, delamine the-tobdify of -Y d-iofion from !noon
P-nlcaflans P,iwfewOlw Mes and appurtenances shill be dealgned ro the wore,
s/mdo ds as public we/han�es
er as and OAPu`t All wale, inslaOalim
d h;0u(%on material muff -at, with the CND specit/ oti- Oslaas fhis'.Jett
marl he Ine some as those «;thin the oboes rot Mced CMD sped
Me Project shop be doh 1_1.d, c ppeted m hfoined and cp-.1ed An -1-dance with
the o,,,owd plans No changes shop be mode h the pr Fcf wif -I the w0t ,
m oppwf of Me wwaa ale CHO supe,v/ A coot of the /!nil oopoved Plans ,hall be
submitted p;p, to cahs(Nefan of to woof
Jprem M0,awrn 13
to oboes re/ ee d CND sP-iacotanr 'fall that no wafer floes shelf be hs'aded Of -
No -De, 15 a b.A a Alp I wohoul xibr goprowf of the SuPerhlehdant the
pa'oprrofe CND ¢rpevn}a may reslrkt wok be/ue No -be, 13 and one, Apa 1 our' g
od arse -the, condition,
me p,oparlyy ow,e, eaxd how to p,av/de access 10 the Dlpdrlme,H ' fhe moons of unae,lok/n9
vole, d;St'lbufion eme,gency repoka and maintenance, as allowed by the CRY -le, adhaxe.
Ac-11 would also how N be provkad l0 the Dapa(men' 'a' 'A- curb tops /-fled -"A*
the City ROW fa arcane-Ihp aavke to denhquent a_0 powded that Me City of South
Ilr/h91- tal/og the requh.-Ones Sal farfh in Stale S1.1u(e ('l/e 24. VSA. Chople, f29.
un, n, Nbler and Sever X-annecl
Fou,-fM and six-fch pipe shop how no less than 2 brass wedges mIIOA- of each ybhl
Ciol-inch pile Moll haw nor Nss than J wedges halal'- al each Ib/nl.
>� South acolsd k' the C/1,�gnDapalwem� -apt blk � d, shhdfff ha/cansidered pr;wt wale, A7. andastuarf to
the ordnance and others of IM G'ly and,'
the Depafinen( Mal/ not mdh7Mh My wote' lees that have not /wmoey bent occapled Dy Ins
Cffy except f suodfltio, that ore des%gned fat Ospafinent W-ifiCorhhl and ore InlMded
to be -celled ono
Ap wale, A— and opoll"-Ces /acotad within area so deslrolvd os roaNkled or
pdwle by the tl,.wo e, Moll be considered Or%wle.
HISIWA,ally 'he S Ib Sur/hglan Nbter Deportment has p-lf d dwrseef9 Nor ,goo✓ and
dhlano-e of alf weier moons and oppurlenonces of Pon, those mafJ hot located 1, the ROW a
deeded awe to (he Ci/y age, I and appovot
lI must be ✓ndentood fhol Ih;1 Depalmenl -0 -'Y p ;de the ae,vke of arorseeh9 Me
repau a.d _'Wan of all mole, moons and goowlena.ceJ diner we now hs ,Od and
roved the approved fxtal/alan o/ the wale, mot and :crake AnO, beand the City owned acaf/a-
me lobo' tore woutd be fM Jane as opprawd h the MMagwnenf CMIr-t by the CnanOlain Nb'e
O%sNel and The Cif, of South eur/f9lan, r-hs- polo/y.
me oboes "Amen ad /obf, and mclenidl chan gas ore Anodo,'Nn to My fire requked undo Me
soot B .,,z Nbfer DWO,1m l OIanonce, such - but nor /owned to P/iwle fie hYWo ins
and sp,fk/ sjolemr. At I line pl'lJU odnuollssessed of /100 Per h ovanf
annual he, one /ks spit , j. ems oreassessed
Cole villa, pod curb stop, -I'A* the Cffy ROW marl how d Nb'l-11 De- nod err the
South du,. an Nbte, Deed/7mM! ld 90n -CeJJ /a ope/atidn gent%eJ and /a
asconn-rh9 Servke fo delhq onl -coo Is =%ed In, Clly of South 6udh91on Aa#0_ fne
,equkem n/s ref art An fne store statute NIO 24 V. SA. ChOple, 129, vni/ m Nbte, Md
sewer D;rc 1.
ma Spurt Bur/hgtan Nb/er DepartmentMop be -1 onny luf✓nr ndrtl copy Pans Anf'.,g Mls
Oropcl / -A.Fu/pre plon, must include de/ate d Peci//colifnJ os reW%,ed in Ins
obaw '.fete-ed w-i7ko1Ao
Prior /a aY building Consin,clion, the building oon'r-tor must cant-1 the South gudhglan
MI, Ovortmanl (a o4cuxs City raouirem-Is I male ailing, meta selffgs and b-know
pewmfian
to South lhrr/hglan Mbler Dee f--I 'hall be nol!/Nd /n advance to hsp-f a'
meMonko/ plot n'/ff9s m m the loos 9vu,isnances thrust backs wafer fife crossfps.
and testing parlor lo-cpwence a b-kfel g
n fJ o vWaj;an fa a-ho ge ch/ inoled e,Ier fro wofNs of the Sate. AO wafer used
axfnq n,Mh9 and .esffg of the new not mull be dechl-Inuted pia entering -Y wafer
of the Stole.
After /fat /asnhq ono bow. the new wore mpf ' connected Ia the a'strib✓(ion System.
two cam ;ve sets o/-ceplob/e sarp/es fak- a! Nos' 24 hoax god/t. Mop be col -red
ham the new mat, and s✓bmilrod I0 the Ve,monf Health Depafinenl a, onalpis At Ieesr
se/ a/ comp/es shd/ be doll -led kom awry 1.000 /ref of the new wafer mot, plus Me
ref fran the and a/ the floe and at least one eel Aran a y blonde. All sample repels
s must be 6b 71rd a fne oopoorhle ovo,'mehl P'io' to oo-fg anY cann-flan 10 M
exisllnp weler fine.
Upan compfetan o/ the c Sfnu flop propcl, iI-o,d Dvowfgs" Mon be supplwd fo Inv
rpproprale CNa supe,v! o, In the elan of One (1) hard cap,. and me Ilecl ank copy
Aura-CAp.DNG lk'skn 200J F of wer neR-ad Orow/ngs ore fk'o fchz wlw lies
and ,japs and Ceal., but off, (WSOi) Mop be provided ante R-ad &b.; gs. ill Cu/b
Cote valves shill be A.W.WA, C 509 Standard Gate Valves with mechanical
/pints o/ sizes as requked on the plans A/f valves shot/ be o/ cost or
ductile won body, paroeef brass Soots norr-rfsing stem, k'skfe screw,
fes."ienf wedge construction with O" Ring Stem Seats AR valves to be
equipped with o valve box for a mmknum of 6 feel (6) of cover molenot.
The gale valves shot/ open counlerclackeise and be designed with o 250
ps% standard waking pressure rating.
Cote valve shot/ be mode from corrosion resistat mofwiOls and at/ valve
bolts, studs and nuts shalt be mode from corrosion resistant moteriols.
rmish
Two Piece Slide type
east iron valve box.
Minknum 5-114'
kiside Shoff diameter.
All wale, Me and related work !O be portioned n
accordance with the Champlain Nble, District
Specizkolions and Delays to, the Inslonalkin a/
Cost ion eovev
marked Water'
6 min. cove/
Wolev main
-Crushedstand
thoroughorougA/y compacted
Und'slrnbed soil
Resilien t- Seated
Typical Gate Valve
N. r. s
Atf water fine and related work to be
performed in accordance with the Champlain
Water Dislricf Speci%cations and Details for the
Info//offan of Woter fines and Appurtenances
henceforth the CND Specificolion. "
Nbler /(nos and Appurtenances
All rows shop be AWWA approved
mmufxlwed by Mueller, Clow or
the Confroclo shop conhYm by -/ specilkolkin
Munkpd'ly before ovderklg. Hyaanl shall be Fke hi-fi ossemN%as shd/ consist of an anchor
opproved equal A// rows shd/ be
With
accrdance with AWWA C-50?. J-way poll type fee a o Sw%Id ✓pill Ryd onl Tee, o six inch RW
9ele vatre, the / of 6" Al pile
open counterclockwise.
9-11 vafole
breakaway Mue/Nr Super Centurion 25a A-42-X h the
secured to the gale ire with Ine
KMnedy Ofrordf , K-81A, r W fe,ous P-e, d eporrpri
thrust glands the fie nykanl, and oppropiofe
with two 2,,s hose nozzles and one Iv' sod/ meet CND
thrust block A// hshop
Provide rel/ector h
n221e. Secufe burlap bog over be prior !o
pumper ail ns and snap be
accordance with
hy&mlpkgged
hydrant un/O placed into se,vke w. 11b(e,0us !kO hyhgnfr must be
h lololim.
kluok6pd Standard
Msfdled
insld/e0 with o 6aslon UPNolfnq Nut '
h
i
4'-0" -An
ro
Adiusfoble cast iron
vale box with corer
naked irolN,
w0(N main
B/eokOwoy /Oft-
fypka/ ill vohes
art
C
Undislun5ed earth, lypkd
n
b�
- Concrete (ftrus! block
Thrust black-
6' d i c152 wofev
on undisturbed material,
(see Mrusl block delod)
(see dell.')
--I- pawl
BUJ% "crwns0 Imo
6I n� _.. Hydra,' lee
12' of J/4' slane
AR hydrant d ok's shd/
under valve. Nolen
be p-mpnenity pNg':
I. Contract- shall pavide
Use 3 m0 polyeth IV,,e swing 14, /r ill wole, line
between concrete and bends and elbows
Rlfk,g OokalJ
7 AN M✓ glands shall be
wegdug' r approved equal
Typ/co/ Hydrant Detoi/ J M-hankdYbfts restraints with
twist all nuts shop be EBAA or
NT.S 519mq or approved equal
H07E :
I Sewn relalia„ Io water mom, Mil/ be in-codance w1/h
,he re ---dad Wand -de for sewage corks --coped
fen ,role 0-d0rd,
2 Se- shd/ t, laid at / ,1 10 feel nai-la"y I any
exfslfp oOrapawd wet. -ail, the d /once shf be
m "'f edge to eoga. If In!s distance donna( De ablated
then In. pipes snap De installed-ca'dhq to Ihese fyp. deta"s
J All wale, the ond related work to be Per/ mod h oc OO-e
with the 'L'hanplah Nbfe, &S1,lcl sp-wkcfans and Defa,Is
Ihor /nsfoffol%on of wile, /ones and App✓denoncet "
Waller
SNKI b-kfill I pclOd 6'Wcl.e fr ry deter
h 6' bye,-93x rlondad 18" info. (doss 32) se
polar denahy. -�- •
0 Sewer
Sewert xhg -1e, mole ,hall be /aid to
provro'e o ni,mun, rorfkof distance of !S'
between 01oes Sewn joint, wA' be Ziov'l-I
ond - fir as Parable f o the wolamo/n
l6we Men a .s fmposewe Io obtain Prapa
sapaaliM, the sewer Milt be designed and
pon,euc'ed equal to were, pile and shall be
resswe tested fO osewe-1e,etpntess
prkrr to b-kfphng
Sewer / Woter Seporotion Detoil
N. Ts
A// water fine and related work to be
performed in occordonce with the Champlain
Woter District Specifications and Details fa the -
Installation of Woter fines and Appurlenonces
henceforth the CND Specificolian. ' - Area or a -,mg
�-J/I' - i I/T" stone ogofnsl urMfslurDed
@ eo In
Section Undfalwbed vale
Elevation
Nolex
1. A throat black Mae be i-tilled o1 ill WOI- mom AeIC/IWOOf O/ VWvef'
b-O% end cops and Ides
T Pr -¢sin fh_.t bn-ks are NOr -ceplobfe.
J Use Mdga-Lug relokjei 9knds of ill Rl/h9s
4 Ah~kd /bhl IdaNabts with (wh'I off ants shoe be spa- 9
EBA.t Slgmo a goprorod egad
J/4' - 1 1/2' alone to o.- N
Thrust block
Existing water main
All water line and related work to
be performed in accordance with
the Champlain Woter District
Specifications and Details for the
lrlstollation of Woter lines and
Appurtenances. "
Stainless steel tapping sleeve shall be
Powerseol Model 3490M✓ Stainless
Steel top sleeve with mechanical pint
New 8� wafer service
outlet, or approved equal.
Mhlmum Me
M1,p Nngt o/ ppv U'WS(urbsd so. !one
GuM- .lam
9urW pot, .Wro
with
and -clw (w buried
gala data. -.-,k - - - -
6' (132 cm Plug min.
la haneh wolf Unatlurbed Jo.
(tYPkalt
VblxeyUeod End RtWcew
Able, vacs J mil twee J
V�i/urbsd fop palptyfens Meet between
ill donee., Mm,f bt
and O I b r n'f/h9a too
--I bond
Concrete ""a'
cover
� calls etc o/ k'fffgs.
Inwarwew ,p.
lire 90'.43. 22 1.&.
or 11 1/4,~
AA,.,,,.,,,,,, ere,. r,/ n<r,rf,.,r Sjrf eve of Concrete Thrust Block (in square feet)
J'
4'
6'
6'
17"
SOIL
COJVIWN
SAFE
BEARAW
LOAOV sly
awes
en
ww
se
:!
pw
as
_
_
w
moue
as
_
_
.mac
¢gip'
Q9
as
Q3
as
QS
1.0
QS
QS
LO
1.3
!.O
0.9
TO
27
1.7
1.0
4.0
s7
Jo
"
Sound Male
JQ000
1.0
1.0
!.O
Q3
/3
7.0
IO
Q7
JO
40
2.0
IO
13
6.5
Js
20
10.0
/I.
7.3
10
Q aanand ��
4000
1.0
IO
1.0
as
20
as
/s
1.0
is
SO
Jo
13
SO
a3
30
ZD
U0
IS710030
coonpaf anted
A000
I.s
T.s
13
I.O
ZJ
Js
7.0
to
s7
Ys
40
20
9.of
SO
7.0
J3
OTy
/s
SO
ZOQ7
JO
1.
2.3
Is
SO
7.0
4.0
ZO
l0.3
/so
SO
40
ISO
s
14.0
yo
.a..
0.0130
Son day
1, 000
uwhww..wr ae++ww - baD Rs ll4garo rot � A
Contact Champlain Water District and Wet top shall be installed by persons
Thrust Block Deto/ls
the Engineer 48 hours prior to top. approved by Champlain Water
District
IllsRetail
Division and the Engineer.
Typical Tap�inq Sleeve and Volve
NTS.
Afl wale, Me and --pled wank to be
perfanngd J, .dance with the ChanpP'n
Nola DNukl Specifkolkns and Delais to the
h,laaplbr, of Nb/e, fines and Appurlenonces "
- p♦T -
NOTE.
pddlg ro mo/M ex3lf Son CarOa%eM<s,
1, Top may be mode directly to ductile won Ppe.
The cm/r-tor Mcw be upponhi lesths is requked I
'e ponskl/e Jo, c Aoinp paved mound spgh11, D.I.. wale, Ahe
2. Topping saddes shall be re Ron or Epoxy cooled with stainless steel straps
with OSHA - PO-WAragvlofiMs inslanoffan, Or the pipe
Shoff be poly wrapped
bolts and nuts.
3. All bross unions and adopters shall be Cambridge or approved equal.
rind b-AfAY moleria' M0s -
4. Submit shop drawings to Engineer for elf components of the water system.
conf-
than J no ,canes p-ler ;9.5x 95x
`
Man J' kr dianele,, nor FtOndOrd slandapl8' WO/N pile shall how
5. /f possible locate curb box in grossed aeo. /f not in grossed oreo use mote
Nss than Mrre
kua, hoops troy a P' AA Prfg9j ` br0.ass mrloned
plaMic rrrolN/w (AASH O-Y-99) _. bross
valve box tops and set flush to grade,
h !Mint.
PY-< k. 7T' Inns d of each join/.
f
cane-f as hd'coled (Sre Se,. BuN. WaIN
Dept. Sfondords)
A// wo(e, line and related work to be
�2'
performed in accordance with the Chomploin
mlkv _
u he fa D-kat
O Access cop
6 "- 12"
Water District SpecMicolions and Details for the
Installation of Nbter lines and Appurlenonces
an s%fs sane
Aa Ahg and foal bock AM k Ducl2e ion. CL 52. cement tied
1
O G/OSS country
henceforth the CWD 5pecfht'olion."
epj"c"1io 'k
Cane -I ✓nod, Ploe
fmassfwbed material
-provide min, 6"
Telescopic ER1E curb box With
Excow/e trench to salvo/ sand cuM%M oar lre9e
eq ro
stainless Steel oparotmg rod or O
Stainless steel topping sleeves shall be used
DML /.kls and pile r
as goproved by CND and the er
an Asbestos Cement (AC), cost ken (C/),
Efloear.
.c'
d/clAe kon (DI) and PVC C900 distribution
Typical/ Water Trench Detoi/s
mains. Sleeves shall be Powerseo/ Model
New corporation Cambridge
J490MJ stainless steel top sleeve with
N rs
Bross No -lead bross, or is
mechanical joinl outlet, or approved equal
Short section of copper DepoHmenf approved equ
luting wfth temporary plug
For Permit Review
to be installed of the end Curb slops shall be Cambridge
of each curb stop. Remove Bross No -lend bross or
when line is extended to Department approved equal
Water moire
- ---
_ - -
Ind'vfdvol units
frost loop
poN re.ixd Os-rption Ch-keel Oafs
Design 5IM+ Water System Details
0
Woter service 3 4 type k Copp
Dawn sow
a /
New 3/4" service tines
Checked
Undisturbed soft
shop/ be to the
lopped into Me main.
01e
Scaley n'l.= Summerfie/d
4ir8"x16" solid concrete block
See water french detoil
Dote "uly 7009
for bedding requirements
09143 1404 Hfn bur Roo So. Bwfla ton VNmon
Woter Service Detail
&S be L9NSINC Consudding Engineers, /nor
C_ 7
r/6�*V'
Main Street, Col •nester, PermOnt 05446 p.,l
N T 5
0
Existing swole draining
Hinesburg Rood Swale
and eventually to
Potash Brook
Exis g Hinesburg = "
d swo% droinm� �
t0 Potash Brooklb
\,
now of
J
� .I g � Eh "': J96JD• � VeB
—_- y
\ Open #a w
---,` Ay — Slope < 31
L xnff of Dal -tone delineoted with barrier lave.
I
I
MK JMN4
Er. IS" Al
Inv. J978A
E.
r
100
�vg. Slope F 3 /o
\ "*, Open Bewmeadow — \
I
00
t
Disturb a (lip.)
Q I barrier with
2 rierr / �
fxo/wn o1Z.
I b. 000ndonw
---- E sling 19udd'n17
-- -\\Open fie/d e----
Open field/meadow ! \,
�Nya0 M I
0)
VeB
xistingswo0e
drwI
rrin to
Potsh Brook _
�i � r � � / j � � � "+► »n �.. dw w+., �.. w.n. "" ""' w.. ww.� -,.w w,. ww ®..«:� /-\�
on
ErB/hq Powd of awo
r
DA#2
Avg. Slope
Er. 6" ow
4
Existing Hinesburg
Rood swole droirlir/g o �---- lxr+d o/Disturbance (1)p.)
4 I delineated with barrier lope.
.,III to Potash Brook
�ErvrMy Msnono.J Yl,.-
,, dMineOlad by i� Y', \v ' "'✓',\To—. / \ """"
r;./hg iron 11oa
I I
I
I
I
I
I
0' JD' 60' 120' lM,
— BAR SCALE
I �
I
I I 1
I
1
I
it
I II I \
I
I
I
I
Lid
•n,
Power pole
-I is
Su.,sy Contra Poanf
Existing Aydront
o
Concrete monument
O
Iron pipe
r
Droinoge Now
�-
Sign
O
Light post
w
Approx. Properly Line
—w— w—
w
E sling Wo1er L,ne/pole �Yw
Existing Cos Line
Existing free /Lne
—s— — —S-0-
Existing Sewer Ldre/monhole
--I— --I—
Exstdrg NecNicd/tNephone
Existing Storm Line%otch basin
r.st.9 cmtow
•
Existing fence
Lxnit or disturbance to be
• ♦
demorcofed with bonier fgve
or Hogging (wooded oreos only)
I. Ei,—' r coons we based on on MAW 88 datum
Z. the /ocofron of rmderground utdities is not wwrmted to
be exact or complete. Contact DIG SAFE prior to wry
excomMon.
J. This pion is br no way o baundwy survey.
I
!2009 1p09 rood aw/end 14 sd --- swo
7 notes on phom, rot/end bu//w Noce swo
DO/. —4.d D—ipfion Checked
I
Design SNH EPSC - Drainage Moo
Drown
Soil Conservation Service
Checked
Soil Gass;/icoNons Sole 1" - jo Summerfield
SYMBOL SOIL TYPE----
HSG 7C" Erod'bi/ity Rating
Dote AdY 7 2W9
VeB Vergennes Clay D 0.49 Project 09143 1404 Hi .. b-o Rood So. Burin
KREBS B LANSING Cons^Iting Engineers, Inc.
Permit Review f64MOM Street, Co/ch I, Vermont 05446 serf
J
Existing swole draining
Hinesburg Rood swole
and ewntually to
Potash Brook
t0!/L BA'Opk
s
Lxnif of Disturbonce(lyp.)
owineoled with barrier tape
I
I
ai �1 z ER�od o/e dram /` setonc f�( ••, •.+� ,••1. •'•• •�
01 ��
to Potash Brook �� cM1ro/ (l)p.J
/ I �
<a J
i r R4nrblb in PP / J
I t E/ev 19Q J0'
4 - -V
Open fie/d/me w
VV iI
"fared DA#1 \
Mtrance Avg. Slope </o-
II Inv J96.64 y� f i
j
1101 . � f �
wp r a y fc 6' cup
fxu/ P / d
13' ADs
I
My J99.JI
r�
M. J9761-
r-
I�
s
\
1
I �
\\ I/eB !
COns/
g or 3n ar /Mae
otony /, its o/
Existing Hinesburg wet/Md bullx
Rood swole oroining \b
I'I to Potash Brook _\
M. I027J f wwq ab/Mnd-1
�vt-I .� dMiNofwY br l_
M. 40J
-3;rr 1Mce
sed;mMt
con trot
Existing Swale _ V
draining
o
�.._ Potash Brook
Sill /ence
cMUor
Jh
it Potoslt BI'OOk ��
VEO. � _..
1 � dl en[
con
\ 1 7emparary 1 bo1 O(t.Xyp.J
t �
q \\\ 1 �edimMleliOq
DA#3 i
_ '
Avg.
Slope <3oo � � <103
�—�
i
' \ open fre/d/meadow t
1
\
1
w
m�
SAM
Rim JB/N
My J77N
1 \
1
Avg. Slope % Leoatnd
\` 1 t •n, Po~ pole
v L m;l o Survey Control Point
Disturb. e (h J
barrier/I e.iln �� I I I( Existing hytNM!
Concrete monument
0
O Iron Pyre
wow /ron or /Mp r ` - D oinoye flow
�s I
fnro
f .. 6' CUP -� I \ \ b, .bond- \, Sign
w / v
Me J99.6J \\ ERislinq Buiid'ng 1 1s ___-� � r= '` p Light post
Approx. Prep-ly Line
� 1 w
i+ w- Exisling llbler Line/gole . Wre
�y-
i Exfsliiq Cos Lme
Existing free line
' I \ -s- -5-�- E isfng Sewar Line/monhde
Er�ilmq PavvC CorkMq I
Ex/sling electric.//telephone
i
Open held/meadow � ' I I /� ' -Sr- -SJ-0-- m Existing Storm Le%orch bosm
Existing Contour
Exisling 1Mce
�CMMf/C Cod
deo/ d'slubae to be
demarcated
marcated witRhh barrier lame
I11 or //699k+9 (wooded areas ao/YJ
Ae Existing swole 11 Sell /Mae sediment controle _ 1"
/,a \ droining to 1
Sl.btixd construction
VeB
entronce
\
/
_
�Liirnft
1
t ,
E/eroffons are Dosed A on M N 111 8BAMI.
doI
-. -- of Disturbance (/Jp.)
�
\
2. The location o/ undaground utilities is not warranted to
delfneoled with barrier rape.
i
',
be exact or complete Contact DIG SArE prior to any
-
- -
exc
AN, .1 iarJ.
J.This plan is in no way o boundary suiAry.
_'700
1 1
I t
PRE CONSTRUCTION
EROSION PREVENTION & SEDIMENT CONTROL NOTES:
All sediment control measures must be installed ahead of initiating principal earthwork
$Oil C/OSSMiCo(ionS
Soil Conservation Service activities for the project.
SYMBOL SOIL TYPE y All operational stormwater treatment practices (e.g. ponds, grass lined swales) must be
SC K' Erod/bdily Rating completely stabilized pror to directing runoff to them.
Ve6 Vergennes Cloy D D. 49 The Contractor shall stabilize any portion of the site that is being worked and disturbed prior to
beginning construction at another area of the site. At no time during construction shall there be
more than 2 acres of exposed soil on site.
0' 30' 60' 120 Je0,
Contractor shall be responsible for all erosion control measures necessary to comply with the
approved Erosion & Sediment Control Plan and Narrative for this project. This plan indicates
specific erosion control measures that must be installed to stabilize specific locations of the site.
All necessary erosion control measures needed to minimize the discharge of sediment from site
BARSCALE /" _ Jo' are not necessarily shown on the drawingSCAL E 1' s JD' are not necessarily shown on the drawing.
/J ) Permit Review
rood -1-dsd
.to// --I.
!es - oA,-
.vb
DO, reu'asd 0e,crfpf'on I Checked I 00e
Design SJW --- EPSC —Pre Construction P/on
Drown A/RAI!;MH
Checked
Score I" JD• SUmmerfie/d
Dole "y 7 2W9
Pro' ct 0914-Y 1404 Hb-b,ro Rood So. Bud'i !on ✓ermMr
KREBS & "NSING Consfrlting Engineers, Inc. ---I
Y64 Main Street, Coich, ` Vermont 05446 ,x A ::;:: EP$C—
III Limit of Disturb.J / fence 1
e Contractor staging and storgage area during once OypI s ent 1 \
detneoled wile border tope. �r Pond Dewolerinq /ocotbn
$ construction of the new City road and shared rem oro sot during construction. c rW
I infrastructure will be on Lot 1. Staging an storage I slockpk, :;need Sa,afecr o/ Use /atgr bog se/ on "b�""t fie dri aetentaw d Wag srro Q
Iareas for individual louse construction will\he ;n sat fen- Ona) :eons os o temporary s anenlolion try 1 1
- _- dorm construction, Tire low Now 2 C�
_ I Sn oY/ai �% YI
located-ou.s=h' vrduallot. I G A(
/s� om r stoboi sno✓/ of the site ;S d unU
r0'rx C-Pete. O/ he site rs a A \
y rsotkrr horn
_71: y \
.;:vests/ t rM / - - - - � \ ., W I ewsen�lA.-cRy or --� S � -SYI fence �-� � II 11 r \'/ � \\\��
rotor :,plan. sIrof (t \ (1 I I IY•w - M SAm
I toner;! (ryp J / I I I i _ _ _ q.\\ Nee , �'� Ran 10,
I I$ f I -- - rgb 1.J1
✓' � \ _.-J _L _ I _- .�.,'- ___ __ ._ _ I I>'/ Jn 'I II r 1`� � Ill�y� _ �rill 1 ^i��., pw.na»\ e
s
al lane
Ience `� lI/ 1 I` � I I pJ•GWen I� I I I � � s serf �� _ / / I,( \ ' / II I I I rl y&p.� I I I I II f TTT va J - 5�. 1
contra
Sa! s/mJ
N t Temporary Y
1 1'
C ¢ i a �toca� fence' N I 1 I� /l / r \ j ( / I l ....j `l1I " / yyy� / I _ •-�"'f 5,;1 1
/ &' MmerOO /
_I;;' I I I
LoI of �t�Me
Lot 1 -- t ?
I
O harvest' W/ I 1 / / / / r / 4 /
WO . -
so
rice. ANet ) 50
r ( /
I I I may w,rx (hnJ I � r/ �°i �
6-ri r k\ 8
eMem o/ ciry o/ �) o.
Sa.m err prM EROSION PREVENTION &SEDIMENT CONTROL NOTES:
Is 17&
✓ r - ./ ytgr/ s.d E I I AX rn, soft of o,fwbmce shoe be chary arrhed by Me c tract;-s sw r a r to devhp
.i _ y _ rp \\ x roe mo er J Jaoc rMl costa meos r m.,st be hsloaee weber of a,;r:ofhq vhcyd samwaa �F�
- - / - .ate ! % / / 5 i // Ul ` Lim;l o :half be P/oced on xu.+ries la- rn. aropcL - / \ Disturb a lyp. J the .0171 srde of >! a «;sits Iron ,nor be hs/obed os orfMYrd h me puako/.M v.,wwwr ,wogs
Slabared I r. - -t - _ �' _ . -rr - - .. _ r y i �. Z a
- s� .gyp �/ de✓meof with Trenches. rrNo mde ewd S/►r(rYrnrwry Ar dfwfow Hnwr✓(or. t s1d(nrnr LbrurW Men cnroasce rnn
slruclion - - .. - '- _ _.- _ _ _ - - _ - man j� /meat /eat mesa poecr ptM:
. - - -� - - _ ' barrier l e.
entrance / o/ If;rrch maybe Me Nle .hdl InM e< cfeMed Md p+aeeee Aa rMrz slumps Me atrbr«iws mo/«axe rhos
ee remove tan me sae. me emtrMla snob mhenar me anMn/ of astweea hmd a My
Opened tone Lime qA- IMe.
` ` / !'
Ntarn o/ nlaq J M Noson o, snot be es os morn M me darn os a
rocoWeO D Ina Cnpn
me CMfle, snag moot eon a «o- C' r_ mgwres wn foe fnghee-cis orris/�wd Inol
the Pow cower .s e,lobli~ oed thot & /M« a/Y pre «aria red m
room M f silt drawings Mdthe �IM� «meowfret!;: naceSSOrY /o IrW sed:"MI mn Id. es
\ a . w
e A. � ;raver :ramwol« I,M1m 1 aoolKes (e. p PMdc gross la e s ,) mwl be
light \ _ _ _ ___� C su/,i
- _ - _ _- - - - - - - - - - - _ 'y can try s/oerw f�xa to o�x/;,g rMot m rn«n.
1 A. Mbos of a'St- Mce must /rove lempady a find SIODa1 ulroe Voi)1 7 days o/ -d
dslwbonc.. A//« mK Irx My dhrwbonce h /n, aen mutt De s/oDaaed o/ Ina end o/ eMn
fie fbuaw�q a W/AM qWx J Slobr N.. 4 nor rrgu ee;r .rota a /o cosl:,w
' \ \ - n rn< aeo dmh r now: Md mere a no axvnol;>, i «ml to, Me ne.t re now: "J
\ slobeWo/hn /, trot reg ked // the raI h Mewrhq h o S*;l a loured ere l'b'7 Ili'. no
J
_ _ _ s � � I o - , \ o»IroU seen o d4otn o/ a i rap -sot« (e.p horse /amal,M ..co.onM. a/aly rrMcne:J
d" (tip) { _ l - fxirrbg vo vaahp 6 me comae/a sndt W.641 e , va/La. of Me Wf, Mot is eehg rased a,d d'slweed a%a
\ to � i+p coast-fibe Or -1ho, aeo a/ Me rife. At;' _9 o = conslrttC`f s^W
' _ 1 sLpw jya ` /, M«r mar mM s ocof e.�osea soa be sde. canpb/e sloeri;'2 or eocn'nose
5W I-f I 1 11-H- I - - \ \ _ 1 I i -try \ ` snots M Me Ness o . ... a,a to mo.:.q M /o Me ..e.t phase.
/ 1 I 7 CMI-lo, end be "VP ab t on Nosh. -,a m.oJx s nN.sso r to ay rim
i� I Asardlrar SYonJ `'✓h 1 ' - - - -�' _ _ _ \ \ \ I/ / / - \\ I t the bpproved F-am & S.eanew C Mo Pen Md Afw ;hive to, this a ,veer m wea os
left ) Gen«d P«m!/ J-90X1 (IQI'K) / s/amwo/N Runo// rrcvn CMSIruc/:an S'/eS this pen
NeONwf (tp.J I I I / h /' bNM h W I i kvkImles speeifk Nos an coma me"wrs /A'/ must be hslored to S10#4n, speci//
S I a.enllewlLan I I _ I \ /r fi n bcofAM of me s/re. AN nxessMy Nosxm contra masses neeaw to m Zie Me
LVJL' � ) ,� I I � t I I I I (, /w \ �, / \ �I /.j1Eb °e i 9i aw^o-qe of soaa-ir tan Nre ae nor necessoriy :no.n M me aow:ng
rasp«trans or Nosian'r..w,l.w. Md swdh.Mr ethers: sots be cMa.cfw of reosf awry
lot 7 / I I 11 r enxntrue/bw \ 1 11 �I�
rhw.av t r.vM (7) co/Mar, oby, Md Wnnh lwMty-r (1e) over: of fne Md on o :tam e.MI
a'sc^Npe of slamwofN tan Me Mnsfr..clon sale. lnspNr;,ns snag De
to fne mwtete A'a, h Ml,bc Any hate r repair
own,
or I \ \ I a mod.'/kwxns :nosh be rmmwhlNr c lea by me c rrMrM. fie a, -she Pion
\ \ { - - - - - - - - - - - \ / I I 1 i I I I Coo of woe w& e. Polrke 08 AM (J7J-93;7) Aa in mtko d r a,lh snW be
Awtras Jot ` _ - _ _ _ey- _ _ - - yr_ I P m 9
Pooe :n c dMce wile Sxton 61 0/ CMNo Parente J-901O (20g6) / S/amwolN
/o' �� q A. .ices: motN;r Md lyo,w to be re -used M sa. vo, be W-Vae, h
mnerscgo. robemM/ I I I I _ _ _ -�+� a �. gWow t' by Mr c sheer these Nocepm snob be iw oed or sOf I arc slit
- - _ _ _ _ cos- - - - - - - - - y� be seeded Md l o ", ,IDDAired to mhrr»Me Wand MO -eole, «osrM -1-1w
cry o/ sa.m\ - - - - - �'?� wre1 ( I c �khs .in�i&nnw o riiw,d Q- at �laamoor r sfP&X olloo ��q to kpA i,
r I 1 I I l C sIr Lean /enn Jo' Ar Mq/M r I �.d be nece-, t of a6tbed — /no/ ore not -k- t 7 ooys or mob.
0
or w fence I I ae Ses MO mukn/p shoo be necn,My t drlwOed them roar Me not Oared /p le
O/ong /NZ' O/ - '��--_-.... -- days a mre. Re/ /o sheet EPSC-6 t de/oa,.
- - WeNond buffer I-'. - SelDock L I- �- - - - - JD' ()/ /Q A. them or lots _ shoe be pe,-P-rry a r«npaaay ,roebred o: soa. os pos,bb
- - - - o/ Dis/wbonee (lip) I wJt .e i" 0—b� \ \ Me qe oty eRnh 48 nave, of me begiwn q of ercoro/iM. Aa d&l lbed Mea, shag se
1 1 r recast Md slabla d to mhanve rhd Md sti-ebta, -i s vol—kW. stP&XrP1 M
T I q i 1 mbowre snob ::toll mwrn Md oellhµ hats Am kM meth Nasals contra molu,q.
I ae'rwxJrNke, poor 1 dNmeoled vim barter t Nw OmaMt'o/Fa a \ _ _ _ - _ _ - _ _ aasnbd sIM.
11 evawhwr/ /or Its a 9,.-. a fib-1
bMeN/ a /e. Lriy N S \` _ _ It Acc tobm mbMn a/ ,lo&A&vMvw shdi bcnlo'e. no mdcnh to oellin / s-r Ims
h,r 4D2n I sown drrNrptoa c Ihq JYlbnd� • \�� _ _ __ r - -% _ - opts r g (�/ gJ
oWheofM br - - _ a _ `� - / \ / / \\ pN re), ea^ 1. « contra malhq (See pawns t eef, .), .
fxhthq Mmirbr 1 \ ', i I cr..snee :font sashed yo..+, oe Wiia w+i es (cMcreb. 11p qwi, Nc 1. wNY.lw
corny o>s Am --- I I 1 M'rrm.oae ear:Nz Me omN molN.ds os go'ro.w ey In. 1ngneN
6/rJ b I10Y1 t I
17 Any an nog. sro , r;M o ,Igoe gnat- /hM Sae shag use clone /hhq to, sfoDi4m1; ,
See IN, sneer t stone rhea swot defog
rJ al«mils me C-1-1a soar as. "I"I-"I costa
q9e_ 14 M_ '1 «os.M cmlra meoswes Me a "ed no bnq« nx '. be
ApW- wgo«ty Lhe 'a Poe« Pa. mo/N/n defames mc^.c q sin Md cans/-Ikn -ff deMi,. end ee colbcfed Md
WinterErosioo CootrolProeedures: 9 No mac /nth tea o es or as/wbM is awed ot My fine drug -w - 9d w r bhp fa/N La,./gar. w» yrdy cMrra Pomf ® ® s/ae It-. dMs a asee a h b __ Mceploae I. a q:.e«.
I. M d the & - AN a # po, /end be mani/a.d Dy me WM g. a ehlr conslrucl.x.
(F Mr Nrm rye pN/Mmbd eer.eM arooN Js/n MO soy JNJ d me fngheN Mra pNmMMr ro,r is esfaaisned h m. mrhq. M. -1r - •--N w- Prq_,, fair LhJ/gore vent /z rn. conrroola ,»w ao.:oe :nbl proles/:qn aamd ob eolcn bosh: (e W q a n.WJ mot
eMtrorla Md fngawer sloe b.drole Ile t, wf« o /nab M r. nslMm. IL erisrirg rap Ml coeeel cMstacriM sib s/amwat« rMoM /bI roleclhn la nee corm bosh, snag be
IKnr« Cro,xm C trd e k a,e: y 'gh_ r/ Mr en skM con/,a/ meowres IQ s"o^ �' N r o tmA. Jebfd /e a AWs/. oar to *1~ rb to _p -�' J- frir/:ng �, LLna pr ❑ st- hbl ciMfed inmedhlN //N ins/oaolan. Me GM/rMrM Shan lord Me E
CN,eclive -Any Si/b fora pNfamed b(N tots Lrrob« IS/h wA taro/! m espo,ed ,oifocfo, epptrAp ^Vtn a NpeM, @W aP ell, I oMe mWI /O ilm b Jbh �'(j gooses nf0 MI poll/ion Y a
trot the rhtN. Mn mpea to De cool l Ile G *-;tie end hrmegk- mpr MI My star �� �, o
ougn resM/S o polenfia' / Nosian IMMgn Me win!«, Me rill« nrfnN Norton CM/rd menswes spxi/its Dy the Englnsw. fie CM/rpc/a �^O'IJO O�='IL,• IO /nI OA/aq oWMrbn Jalir( �s �f Raw Cw the � CMcrele mMumMl 16 Me CMfrMIa sots Sweep Md woe« a0 errslnq rMdroys MO neW pOvemMf QAH Y to
«Orin canlrol meawres one W-died to pre en/ ,edrnen! tan arovhq /he co-M. lips ,nW add mach th,.vhwt Me rWe, off« /hors a rail- Me /Y"YY7rYY1 FNSI' 1r /he a it # of arlwbMce 1. be mohfoh aisl eM/ra C sAed s/Me !rocs eo.nes Md sloeaired ems/ruche'. eelronces
rose dx' mars MO rahs/Mms WS�ler CorJslrueMan sewenee m9 o M Poe awe -lot wifn Dori« /me Ww be ea a/ oe sil. «c. q ^p mach armor snot ee _/ ' fo J' me mach Mie sal fens snob be - reIt ovoed s to resort :.;cots! Man trodh 't-sire.
mohtohed Mo o p«mMM/ grwnd M.N Al es/oaisn.o h me :rap f rear sane, ..,rat ue ne garfau„d nets"on c><ua,a, 15 n,ra Ma> Ir � - - t~� E c/hp se- Lan/maMo+e orohoge rro. a' nogvhg (•Mora seas Mry) sashed s/Mi ..w nee; to x awes Md/ reroroced os snamMr D..ws w Mo mh,:n;res
/. Whl« -5tl. Cmlo-na, Seprence: the it. ,hoJ 6e remubh.a Md reseeded os naked to esroNieh o The area. red for winter coosmuetion arc cam I etion of the new Citv reakcas me e/i Nveness o/ me clone.
the ln-s'b c aslai snag cl ewe d . If o ca,rrN meo, co 6,ft t MarlN ygaoas pe m-1 d eo- pr"1"' p e—�'s'O� Prapotsd sets Lan/moMob a».7 rhisn gross Volor ebw/i n
g1O1" ncc • r--�----. sag i ce SMimMI cmad
C :truths, as hsrabd by Defoe« 15M, d o p«miffed Mw con ee nrn Ma'stweed Mli road es ,..very and individual houses and a�otc orst utility installation E g/ NKlrha,Sig-
Me17 A. ennstuarbn s/n Mcess roof sna�v be cMs/ruclee m Mcamnce tiro Me
Wh9 the cM/rMIM snm more . r .tar bring roes. Mw, of oW-boe- s GMNa croslrw:r/n sehe'b/b. on Lots 3 4 5, & 6. City road and individual lot construction may cam err - `w~ //edmAMe srabb}ed cMs/rperhn EW-ee oW/ot
An :trottutu' fr'sbn PrerM/iM Md Sedv -t CM/,o mM,weS end/ De xilt~ prior r. A. CMS/roc/ Wo6ki-d cMSlr ;c Mtronce car / ce, tree, trees Into the winter months. No more than one aere total dlstnrbance will be Ater ere/rk f1tab b- q 1;,., pose sraeN~ -onirl c/ian AN SYe CM/roclas snot suDmn /o /n, slate a GMtx/a R
grwne tevhq & fstobtar. sir IMce bMrbr. allowed during the winter month, at any one time. It is anticipated that the �, - 3r- [t- frb/Ap :ram Lhe/rotM bosh e"/'o"ce I& eve. / to, C0- 5`1- rw
C L s/ruct Me1 r'Ia'Ihn s ps o/ d/ M/ch boric, Slorus / m print /o eegannhq ca+s/rvc/.un, b oaUi/its. Me
L trot/M, LVr-S/e
r hsld SW F ce - sat / e rose De hsfdM M me do-W ewe of Me Jhl« D. DMNS Reresenlotfwe Md Inb CMlraclo, rhd renew N N_ con/ro redly City road will be completely constructed and slabilind prior to ground �sr�sl-o- Prq-.w vo- LMl_l/ h b- Cos d o/a Md 1ngheev sn 9 hove o recM,lruc/ M meelhq rAn me Stole LbIN GLoa'/y
CM floelhn seas Md wa Slockpae Meoz oS snots M the p/M, by oelobe, /5Ih If the fro. g and snowfall. The following is a general outline of how winter fnQi e« ria to beghnhg eMfnWak Mir mserhq snag be arMgee of aW,l a racer
9r d a Mtoren Ile sir i ce rhos a o`9 h os lama If me g,-d is torts to 0 6 hmerffao - Me O+ She Cararo/M snae be respMsate / eeeety construction will proceed on an individual lots at Summerfield'. -� � f hthp CM/ow rent ro bephnnq eMNracria,.
andror Ospfn (e' to 6) Ile Mr/n rhd/ be pawed'p' with o boc.- Me bMenM snob «teeth hWeclrons "kg p«hds ehM Ile site a W.04rea Dwhg Plao-d Can/cv For Permit Review
Woe tan M. C_slracf.on MM MO pal Me Poa iM& me sn IMce snob I.M be se/ h M-gohp cMslrucrrovr, Me 0, ile Coo dho/a ,Aoe be keg ieo to - e re rbundolian, deeo/N to tofe0 Meo M SfMm pans Errs/hp / ce CONSTRUCTION NOTES' Sp/rmb.r ryy reo9 rood errMow ,wn 9�Yr�3�YDoqq
pale .,hg _/'_ mot«gat es baff-t cb send /o ma Da brwgnr t ax os beast does _1 war staeA'rolh melhods fo haco/e co ;/%thee soli the - pro„or ,febaired work Mao Mw a.r.. 1. %he location and radio o A t J7, 7009 :ton commenh swn ft/J7/o9
os needed Me rN .q moi ,nd ee pnxwd he Me soi stbcPae Meo. I/ Me sag ice & ggpr t` p«mil d Mi eseM snaolkns resent war sfoeairolhn, me e/os/ed bdpe M I r/z'-z' aarnee stMr grading pattern of buildings and ,rr�%i& roa9 -te. M pnosex eenoli cuffs once swn 7p&/o9
of h P/oce bete the Wd a torts the erco prim ores/ be mot ash hM/af 0_Sne c dhorM Ne be respon,bb t canpete -;I- hspKlrM - msle, urattks IN. ,Moor a rrMm. driveways on individual lots ore shown for dlustrolire _ -- --
g Tf aecaoasce W/M me x l� R r on ys oars rs.bed DescrroriM -checked Dote
me/noas acceproae to !ne Cnq,:..N, SW /cote is no/ M orceplaDb /am o/ cMslr✓c/urn Pee eo ep site
/w Noo«o/. Rrsr Pro�ec/s.. A. - J sla/al dsaabS rapn .. c Md boca/il sound the unit.
end i ce nmecrhn sheets snaro x kept M ,ire Md ee owam/e opts rawest - msrd miscNiMearr willies obi, pnM../c purposes and may kart' within the bur7diny en ke/ape. Aye
7 re wow toes .1 arhxbed sob h odes a o'_q cease. wi» r, Md was. � purpose of this plan is to depict methods and practices Design sMrl EPSC - Construction P/on
J slobirr'tt - Aa d'stwbee' MM, not hwvws h ehlN c sln dish ,nos be seeded Md otrh~ mJ -1 Aw a/oefOrd a /M wen .1 roes rW dthe - rha gr.dinq. loa-1. seed Md mach 1.L8w/hnS one based M M NAW M Pot—
by orroeN JS All ants dFW rbed V k g ws�IN CMSMuclron snow be sloba'red 10-ft _'Wfknr L n .ro P-*4-/bn OIIM, N Ah.rs b� / to be used /Or erosion prevention and Sediment contra✓ Drown sow
afy SIWIrolim memos hca.d, mwcnhq »i/n nNrhq, or /Wit. M. nMmd "I'lloed Md waves ra .ra.w,r h Me some Der eve aw :nth av /mr.rA owy 7 the 1-t/M of uooe,9-id waives is not voted to 6e during construction.
gorkolkw rob (i fans per xre). atV,ows eos.os contra molthq. eapnled alp-eoete sf.~AJ, & -1 neck P 7 DW,-*M — /Aa core/ aed -1 be c pVto. CMtoct DIG WE riot to My arc _'o Checked
bar;rrz Mashed stone. paved wr/ce, (cMMe/m 'Poor, .1..) M omN m.1 gmro,.d rWbA, -W/< spcn m Aonw "-Wtrn be rots ✓IAgr I-,- i MA prM b ar rro »oy o bwnabr
by me Ee leer. Me ,cod x.dr be ws,fe, R sees me mach rhos be Ao s/'b^�/k'r .rnro,v..J Jna, haver caw erpora rats eRA ereW(M r �wmx 7 Phase J of construction w/T/ consist o/ the rood, 5cole /e - �• Summerfie/d soon be gop/ied w o role o/ a fMs a« Mrs Nelfhq t me makn snm be xo.M i'4an ao"I'°f "'°/Ir"p '^'t^a'p e'r^ "rI/s.p a�'"i. m. "p'"'or e.cN'a" o' Ja' eD' rzo' /ea snored ulry7y in/roslrue(ure, and eonslruelian of uP !o
m owd eamt) Any sroper ow S.T srron se ,rob Aired ,Ih crashed slM a ran Nam 'ol. (J"(a Oefprred Arroenesr'o04 OorawJ --� Dote ,Arty 7, 1DD9
two indiYdiJo/ tots Phase 7 w/Tl consist o/ the -
AT«cM mean SCISQ (,trot a co 1 fa ) erosk. C-f of B/OMN, M apa, d ewd a CMrr«la snoa be rev-sbk t as « ;.. cMlra meoswes necessay remoinin eons(rueilon on the individual lots All soar sir0/ be removes tan m':/weed :oa bete mwcnhq to cM„/y rnn the approves tarts, a:scants/ c Ira PrM Md 9 Pro' t 09143 1404 Mhesbur Rood so. agh fan Vermont
NMraie t ors a,eet. Mi, ploe horaal.s mecirk «;tits casts Construction of the City rood and shored vNity - --
mea,we, M. -f be h,bev d M :begot meeilk acofisns of `.. in/roslruclure must be car a riot (o commench7 KREBS & LANSING Cons"'tin En ineers Inc.-M "
Al oecessa meowres neeora to mhamae Me . I p 9 9 9 s .. EPSC—.i
y _ sir, costa BAR SCALE ..................fi....
' of sedinMt tan .ne Me na/ -ivy ,horn M me baWhq 7' = JD' canslruclion an the third Yrrol /ol. t64 Main Street, Co/ch Vermont o5446 1s.6aL.....
I-
I -
/ All disturbed areas not stabilized
— / Limit of Disturbonce (f)P.) I with Paving, gravel, stone, or
oehr7eoled with barrier lope. erosion control matting shall be l\re pp
I with seeded and stabilized
withmulch.
\ C
' I I mulul ch.
70/ f ~3� - �� ; � •,.
bere%'i / IM cr
' ec r Porn j _
.Saulh;Bwr:�rglon. r n �/ \ / I I 1 I 1 I I, 1 / I l l / I� _ _ 391 \ \ \ \ �•�
yr\ III ...M I 1 j/
l/1 i t I ► I ar ANanI
Q a I I I I All disturbed areas no I I I I/ I II l l I I I t o
` / 3es_�e II I I I I e
I with paving, gravel, stone, shall
a 4 I p 1 I I 1 II I j
1$n erosion control matting shall be I �,� I I - Lot �
oiled, seeded and stabilized I I ; r ^ I
_ w I/ I
.� I IE n
with m /' h rs I 5` /onoW
I I
to. I 7a uncap-a.nd ei
CO! so.mr me car ..,.\ / l�/!' ? ll / / ���- -S �'S9'n ��Y�•- ' ,ice
wear e'
* h �n/Mglon. -
� V
1
Q
\ 4,
\
E. Sun
Mv. J77 34
\ r�
\ L
STABILIZATION NOTES:
minute / PP I I I I •n�„ / /// / / c Y. l �. ..� 1 I / Finish grading and prgo-fib- /or seedLog,• Finish gra- 9 shd/ ba as
I50 required !o sfobdin the disturbed areas
caned cwormN / / / en necessary the
`/ / '� / [/ ` a; stones, rocks and debris shall be removed "am the sur/ace
I I A.'op) - , / / /rsy Baum r general
1. + r tr �/ '� .eewnar Ali breaks M rode shall be wee rounded The sus/ a shdr be lhoroughly
rWed, d' pr ofnNwise mKhanKTh smoothedof WA
•• I _ ��(- I I I / / < Bw�y�yiao/ ( so shall send to 0 1' depth. me degree o/ r fished rod 9 salt
New eroeMn / /`G-i j // / /, //La \6 \\ betas necessary to produce a surface consistent will, the surrounding wen
ns7 I ( / / / e+'a 1 . r end Me pre constr small
do r, sees r At o mulched
m, disturbed oraos shd/
I cenfrd Mom7N � I - -� / /� r _y/• l led �e y graded wren a smolt darer. sesdM and mulched
3-M9 tlyp.l- - _ / /// 5 �//'/ ./ ' Limit o-?
D' cafe arilh% h. e�P rapsoiMore fshd/behe n�ldneda/ramnoMerot e sour -
barrier soved ot reuse. soap/emenfd
A / shalt be o wwkp0/e loam, tee o/ re/use, acts,
/
i e. +` ropsoa' teaser sho7 be applied to match the wignd depth on /tells
one weer mowed s7 wens rgosoa snox be of o qud'ry ro support
r_ _ �., ors plan/ growth. !
_ - - _ - - - - - / // / /� ApproMmo �I s/ones Orush. weeds w other material Oelrmmtd to pram 9rawrn, r
/
_ J /i /i
--_ r.-__-�..0 _.. ...
/ � '�, � oa rho? not cenrom foss Ikon Jx gonna moffn emus y -
_ two / er/ lslMg d A b weigh!
r oral d T s
- - - - - - - - - � � \ ����\\ ' i rmn Lime shdl be rp� in woos where required (estimated rate of
4+ao / / / /� / I 7 Ions/xre w too /bs 000 sa 1r.) os necessary to bring the
'101 .. —.- - r---- --n. i pH maosuremenrs shelf be token
ter u+4d -� , I w. -�-_ _T - - -C.n. � � r .... ,. Eris u7 _ _ twice en eachyng field
New strovl / sot per !a be/wen 6 and 7, / ed
.},a-E----- +<�au'•- - ` - 9 g I pip . J.
\\ _-
r I \ .p� - - _ - - . _ _ _ - - - _ - �� - li I required
F fairer. 10-20- If shd/ be appall M
t- -w^' \ ' lM B din
__ �_ sve _-- --------------------- \ 1 _ I woos where
acre a ll ros t
°>,_ - - - - - - - - — - - - " � I required or sDD ros/ /,aDD sa n.
--- J
kill
le' rhe
shall Ile
he
tes
- - � '", � \'. o�soen Psh�rbfe otter seed
slwbonce. Rersaed.+gt snd�be �equiered
Lope pen Iraas N /., i/ o wgwus growth is not ochi-d, w i/ seeding is o/ter Seplember
I
/5M.
New yarion - - �- can/rd Menrml� 's^ w+a s r.
ca.7 cno.md _ - _ - - _ _ - _. - - /Meng (Iyp/ r E iehV Pe pwkin9 I Seed mixture /w all weaX both playing /welds and o7 other
I I
/ r - - -S I _ « _ 'i oWurbed wells.
/ I I I //
{ - / \ I I I // "��,, Nola This seed mixture is o sr/gnr vwblion of me Censnmtom Mix'
\ ' `r v sold by 0/;- Seed The required seed mixture was chosen !o match the
yII �, I V 1 I - _ _ _ _ _ _ \ I I/ / / _-=�t�___ .. ::r \� • �F' Z t �•, son types (see Figure 1) that war be encountered on this proecl.
'1._ q�• I I I I I I I / - \ r Wy
nNed M w SEED IYT/ALWE RECCWIIEAr1fD VAIP/E7Y
/ \ Y / I07. 94 TGA Fescue 50 fbs Itype n31
l
VIVV I I rill / .„'r CreeyM✓eRed Fescue 6 ,bss Pennq lm. C —ter Been. Easy r
own
(Of ] / I I I I \ I I I Annul Ryfche JO /bs
(I* l \ I / I I \ I I I I Perennial Rye ZD /bs Promo (ran endopnyteJ
TIC I�lJ - - - - - - - I e - - - - - - - - I I I I I \ I I I I I All distuu ed are not stab d I neat c/o.er zo lbs
/ I I with avm avel, tone, or
1 _ _ _ _. _ _ _ �/ I Vr
P Sr Kentucky Bluegrass 7o res
- --- '-------'- - I I / I I eras' n Conti martin hall be I Y to sot seed and stab ed >old goo ros per acre
f °w ® - I I V - - / .8 ! - 2 Mulch: App/icalim of march noy shill knmea'ore/y /d/ow seed'n
\ �. I I !o' s%awark o \ lot 6 ♦ - I with m
ye \ A s
II -, rwesccye rosemenr _ I _ _ I I operations, and in no case greater th<n 14 hours ruler. use of mulch
r o one type of rout n used salt be approved by tans ener. ,u fcn rhdi be
to' Cgw'l/ r 9l5oum / o/ the=g sh red at Me rote of d Ins/are, w o uni/win T to J' lwh7e Mulch
1
9 I \\ rp� - q _ shd/ be secured n wind swept woos and on slopes by the rwin wen OM
mefhad hefting frocking with o dorw, dst harrow w other
wprove0
means i wind .weal wens or en lolled . 7acco Amnica Green 5-75'
Setback hire. - - L �- I w equal erosion control bfwkel, irsld/ad in accordance with MB
g I r 1 1O ende' / / \ ,._ / moms/oclurers i7slructimn may be substituted /w the mulch.
\ _ _ L� I-1- '- LAnit o/ Diwith barrier
r tap /w7r ros�mw./ /w / ��/� _
4 L - -- -3 '-' / I �� disturbed areas nofstg}Jihze�df' delinepled with barrier ripe. rnr aenr./ d Ld R�/�/ /�il\` _ II� - ,uulcn hay shdi consist o/ mowed and Property cured gross w legume
lo'rxr-1- pdh { wi living, gravel, stone, or __ _ _ _ III _ mowing, r,,sardbry free Jrom swonp Bros; weeds, twigs, debris w
aa.emew tar the - other deleterious mote ill /t shd/ be tree Iran rot or mold
I bene7r of hie L7rr o/ g erosion -control matting shall be � I _ - _,.- \%il\` _ _ -
/n,t 401.71 I Sau/n dx/h9/ E sang MEri nil-' t soil see 7ized _ If -- --d/ - -I _ I J Erosion Cm1,01 B/wrkef. Erosion control blanket 7V !h American Green
y� MI edfed by 575' w approwd equal shall be installed on disturbed rood side
Cathy 08ryn f th In ��• fdsrMq /rons/ormer t , smbenkmenfs, dsturbed steep slopes, and ad -t !o wolnwoys and other
xetm9 �°"CQ ";real wear Erosion control blanket shd/ be h7slal/ed in accordance with
\\ I 1 the ram iwture's written instructions
e Inspections of slobil&oriwr measures shd/ be conducted a/ /cost every seven
J ' (7) calendar dbys and within twenty-i r (24) hours of the end on o storm
Mr. 4ax1 I ° / ._..... _..I f/ even! resu/!mg M a eischoige o/ sldmwotn ham the construction site.
ham/ I inspection /epuency mar be red<rced to not less then one (1) done
month i/
/ne en!re site /s to �wir stabiized l speclrons shd/ be Bona by w
- - Approx. Property Line III, Power po/e undo the dwechm o/ the On -Site Plan Cowdrlofw. Any necesswy monk,
w �rkahms shd/ be knmed/olely comp/e/ed by the Centracla. The
&Artmg Nee line -1 i1 Survey Control Point Oh -Sire Plan Coordhotw wit be PONkk Ogam (J73-9501J All .nspxtrons
and repo lkV shd/ De lane k7 accordance with Section 61 o/ General Perm,
-.�3��- Existing Contour Existing hyd ant 3 /w Stnmwpfn Runo/J From Conslruclion S'fes /napecfans
o monument may be discentMued when r d stoba%rction has been ach/eved /a the enfkt
•� _ - 33s - - _ _ Proposed Contour Concrete construction site /a which the permitfee is respon 01.
O Iran pipeSeptember 15, 2009 rood extended swh g9yp7)5//p099
Existing lance Au t 17, 7009 .toff comments s n 7 8
Ads e e D ai-g, flow ." fa 1009 note. on no.e. weuond but I e _ _ soh a 09
1. Elewtions are based on on NAVD 88 datum, a - Lknit of disturbance to 33rw5 Finish grade spar e/evolion Dote .W-d D-1411ion Cracked Dote
---- be demacofed with
1 The Locofion of underground uldilies is not warranted to barrier lope 4 Sign Design EPSC - Stabilization P/on
be exact or complete. Contact DIG SAFE prior to any Erosion control molting Li Drown
excavation, O Light Post
O Stone tram r' r Checked
J this pion is m no way o boundary survey g/� rap Scole /. e. •��
D' JD' fiD' ,p. ,�.r-_._.�__ Summerfie/d
4, House and driveway Locations and lot grading plans ae '�. _ _�___ Proposed Povemenf Dote vtrne 7.5 100
shown for 7lustrot;w purposes Exact Locution o/ houses -
and driveways may rosy. D9/4J So. Burlington, Le a,
Pro' cl 1404 Hinesbur Rood
SC 1 " = 30' KRESS & LANSING Consvreing Engineers, Inc -
BAR EPSC-
pr Permit Review ,64NainStreet,COlchf pVermont05446
APPENDIX A
A project may automatically be categorized as Low Risk based on a few basic project
characteristics. Answer each question below to determine if a project is automatically
categorized as Low Risk. For definitions of terms used in the following questions (e.g,
disturbance, vegetated buffer) refer to Appendix C.
Criteria
Answer
Score Direction
Enter Score
f
Will the proposed independent project
If YES, enter I if
alone disturb more than 2 acres of land?
NO enter 0
Is the project within a watershed impaired
2.
' due tostorrowater or sediment as specified
®
If YES, enter 1, if
on Part A of the Vermont 303 d list?
NO
NO enter 0
Will the project have any smrmwater
3
discharges from the construction site to
®
If YES, enter 1, if
receiving water(s) that do not first pass
NO
NO enter 0
through a 50 ft velictated buffer area?
Will the project have disturbed earth in any
4
one location for more than 14 consecutive
/
If YES, enter 1, if
calendar days without temporary or final
NO enter 0
cmbilintion?
5
W(B the project have more than five acre.
Y I
If YES, enter 1, if
of disturbed earth et an One time?EN03
I NO enter 0
Total Score for Low Risk Screen 2 (add score from questions 1-5)
If the fatal Score for Basic Risk Evaluation Is 0, the proposed project is eligible for
coverage under this permit as a Low Risk project. Proceed to Part IV of Appendix A for a
summary of the application requirements for Low Risk Projects. If not, proceed to Part D.
Criterion l: Only include the disturbance planned for an independent project. For example, if a lot owner is
only building on a single house lot in a residential subdivision, only consider the disturbance associated with
that lot, not the entire common plan. Refer to Appendix C for definitions of independent project and
disturbance
Criterion 2: Rehr to the following web page for a list of waters in that categories:
ll_an: wwa nnvnters rl'u. bt tam .. rtsrfV nu su cwe0aihil.itv.hu::
Criterion 3: Refer to the Appendix C fa the definition of vegetated buffer sea.
Criterion 4: Refer to Appendix C far definitions of temporary and final stabilization
Criterion 5: Refer to Appendix C for the definition of disturbed earth.
A-2
Dclailed Risk Evaluation
For projects not automatically categorized as Low Risk in Pan 1, this Detailed Risk Evaluation must be
completed to determine if a project is Low Risk, Moderate Risk, or requires an Individual Permit. This
evaluation determines the risk category by weighing the balance of factors which contribute to and
mitigate against the risk of a discharge of sediment from the construction project. Complete all
questions in Part 11 for the independent project. For definitions of terms used in the evaluation, refer to
AeteBed Risk oatlea--!deaf 'k Factors.'''-..
Criteria
Answer
Score
Enter
Direction
Scare
Will the proposed project have earth disturbance within too
A
it (horizontal) upslope of any lake or pond or 50 feet
YES/
If YES,
(horizontal) upstope of any rivers or stream (perennial or
®
enter 1,ngeif
seasonal)?
NO ar 0
Will the project have stormwater discharges by direct
B.
conveyance (tributary, channel, ditch, storm sewer, etc.) to a
water of the state listed on the 303 (d) Part A list being
I£YES,
u
impaired by stormwater or sediment; a Class A Water, or an
O
enter 1, ifJL
NO era 0
Outstanding Resource Water?
C'
Will.the project have more than flue acres of disturbed earth
)M/
If YES,
at any one true?
®
enter 1, if
NO enter 0
Will the project have disturbed earth in any one location for
YE /
If YES,
D
more than 14 consecutive calendar days without temporary
enter 1, if
or final stabilization?
NO enter 0
E.
Will the project include more than one acre of disturbance on
YL'�/
If YES'
enter 1, if
/•�
soil that is greater than IS%slope?
NO enter 0
SL
F.
Will the project include more than one acre of disturbance of
®
If YES,
+
soils with a high (K>0.36) erodibility rating?
NO
anter 1' if
1
NO enter 0
G•
Total Store for Risk Factors (add A ehrougl F)
ID cup of—C—
not include disturbance for the installation of stormwater treeunent facilities or mad Stream crossings if there
are no reasonable alterative locations.
Criterion B: Rehr to I in d it 1 r l for the listing.
Criterion C: The maximum allowable for Low Risk Projects is 7 acres. Moderate risk projects over 5 acres
may be required to me an Individual Discharge Permit application if determined necessary by the
Secretary.
Criterion D: The maximum allowable for Low Risk Projects is 21 days. Moderate risk projects over 21 days
may be required to file an Individual Discharge Permit application If determined necessary by the
Secretary.
Criterion E: Include disturbance for the duration of the project, not at any one point in time. Slope
determinations should be based on a site survey of the future disturbance area.
Criterion F: Include disturbance for the entire individual project, not at any one point in time. The Erosion
Factor K, is a measure of the inherent erodibilry of a soil type. Refer ro NRCS mil maps for your county. If
lolls data is not available (e.g, if the site is built on assorted fill material), contact ANR for directions on
evaluating mil modibility.
A-3
41
Criteria
Am—
Sears
Direction
Enter Score
H.
Will stormwater leaving the construction site pus
through at least 50 feat of established buff"
yEg
If YES,
vegetated
before entering a receiving water?
/
V1iY
I
enter 1, if
NO enter 0
1.
Will the project be limited to two acres or less of
�
enter IfYES,
if
disturbed earth at any one time?
NO
NO entcer 0
Will the project have a maximum of 7 consecutive days
�
If YES
J.
of disturbed earth exposure in any location before
enter 1, f
i
m toor feral stabilization is implemented?
NO
NO enter 0
K'
Will the project disturb less than two acres of soil with
If YES,
0
an modibility higher than K-0.17?
�
enter 1, if
NO enter 0
L
Will the project include less than two acres of
®
U YES
disturbance on soil that is greater than 5%slope?
NO
i
enter 1, f
NO enter 0
bt
Total Score fir Risk Mitigation Leto.. (add 8 fhiough L-)
Criterion H: Refer m Appendix C for a definition of vegetated buffer
Criterion L• Refer to Appendix C for a defudtion of earth disturbance.
Criterion J: Refa to Appendix C for definitions of temporary and final stabilization.
Criterion K. Include disturbance fin the duration of the project, not at any one point in time. The Erosion
Factor K, is a measure of the inherent erodibilry of a mil type. Refer to NRCS soil maps available a USDA.
NRCS, District Offices. If soils data are not available (e.g. if the site is built on unsorted fill material), contact
DEC for directions on evaluating soil erodibiuty.
Criterion L: Include disturbance for the duration of the project, not many one point in time Slope
determinations should be based on a site survey of the proposed disturbance area.
Total
RiskSeoro '
N.
Moderate Risk Base Score
2
O.
Enter Score from Line O above (Risk Factor Total)
P.
Add lines N and O
Q.
Enr Score from Line M above (Risk Mitigation Factor Total)
OVER2LtL ,K SCORF,'
Subtract Bne Q hem Hite P
A-4
OVERALL
Risk
SCORE
Category
Directions for Filing for Permits
The proposed project is eligible for the Construction General Permit
as a Low Risk project provided that the requirements of Subpart 2 are
met. If these requirements cannot be met, contact DEC to determine
<1
Low Risk
if the project should seek coverage as a Moderate Risk project or
under an Individual Discharge Permit.
Refer to Pan IV of Appendix A for a summary of the application
requirements for Low Risk projects.
The proposed project is eligible for the Construction General Permit
as a Moderate Risk project provided that the requirements of Subpart
3 are met. If these requirements cannot be met, contact DEC to
1-2
Moderate
determine if the project should seek coverage as a Moderate Risk
Risk
project or under an Individual Discharge Permit.
Refer to Part IV of Appendix A for a summary of the application
requirements for Moderate Risk projects.
The proposed project is not eligible for coverage under the
Requires
Construction General Permit, and therefore requires coverage under an
>2
Individual
Individual Discharge Permit. Please refer to Stormwata Section on
Permit
the Water Quality Division websim for room information:
"twaleruu9114 o rY 4t' brn,ritcr Itt r.
P
Summerfield residentiol subdivision" is
deemed to be Woderote Risk" and will
implement o site -specific Erosion
Prevention and Sediment Control (EPSC)
Plon thot conforms to The ✓ermon(
Stondords and Soecificotiorls for Erosion
Prevention and Sediment Control.
Design slat Erosion Control Del oils
Drown swif
Checked
A-5 $C018 os.J.x Summerfield
Dote Ad,v 7 2009
Project 0914.1 1404 Hinesbur RooO So. BUNfn.
A,1REB9 & LANSINC Consulfing Engineers, Me
--
164 Alain Street, Cole/tesfer, Vermont 05A4G ra.sc
INDEX OF CROS/ON CONTROL MEASURES
r Seed and Mulch
To be goPl ed fo 0// disturbed areas, whether or not the
disturbed orea has been scheduled for treatment Alulch is to
be secured in wind swepl areas.
Z Slone Check Dom
to be placed in swoles to k7lercept small amounts of sedknent
From disturbed work orem
3 Erosion C-11.1 blanket
To be used on Osfulbbd geodes and $ale slopes with moderate
to high potenlial for er051al, or used in lieu of mu/ch An
wind spent areas.
4. 5711 Fence
to be used along o slope to Crop sedment an site, particularly up
grodent of sensilive peas
5 Cmstructon Limit Barrier
Fencing to be used to c/eorly define the limits of the construction
area con be choen-linked fence, snow fence, orange safety fencing
or orange polyester mesh webbing (T' min, width).
6 Slobb}ed Construction Roods
to be used of construction access roods to lessen tracking of mud
7 Catch basin inlet protection
To be used of all new and existing catch basins wi/hn the construction
/knits to intercept silt and sediment from enlerng the slormwoler
coffectim syslem.
8 Truck Wbsh SI.M. 5
to be used of construction ewif locations to mnknim potential Far
tracking sediment off -site. Truck wash sfalkws shop be existing
pavement when ovoeob/e or 12" thick w 15' wide w 30' fong pod of 4•
minus crushed stone. A temporary water source must be provided with
suffkfent pressure to remove s?t from the construction LMic/es
Erosion Control
Meosures /t SOIL EROSIOW AND SEDIMENT COW IROC:
I f oem ond aeownenr contra measures sooe be pin wd one, land
6 Erc 111N, and Beckfk S Osoi and topsoo ban th* g'oohg and
nP4wn l wit
9 oiedknml
e•rosa/kn shoe be srpdaed and phd ha'n ' f rase m
e,•_ min°lo> moir�agrrann o s
contra show be Ine Contrx/«} resoon:biiy "A' rexmsbh'/y
h ar possbse see con./rucrAn card/Ant for wr/bnd areas
shoe kchb on ewN,ark. of aab." evorner conalians ond /hek
!next. all the nary plannhq kr po/r/iq o,Wkg cork
7 F.A. Seedbg ond preporo/ton to sevdFq.: Fhb' y.Cng snow be
The bar-S7e C ono«'shoe r.vkw wo on canfra meoseeA
os I-arked to slobAfn the del -bed aeon
planned ono h Place. Tine 12 -S7e C ono/a" show A-
h g-neroe longs roll. ond o nbrb s'be he rwnoved mom In.aIn«ay
ro s/oo me Cuxras work and«M cork an
sort Ai aos k, grade ~ be ell rowed Mf safxe
.dosm ono -Aa, +n1 contrarelates . anti roe resbn oed
mrnl controls hPb-ore Plad-ed sol&/xt X the
snag he these-oly .awed a m &m,4 .In-br, Aonkoey
thud from maces y Me sow snot he k,orw,-d Io o ?" olyln.
sfend«d !o enkn M. pokcl wet be held Is no pol°nl%o /w a
The degree of Iklished aooft shot be oar y to prad,ee o
ro/w w,-aty W blkn reels - or r4.sanaay krexen
cicans/a cet�
sorb- wins&ten, R. the swraur,ahg area and the p.-canslructAn
cand7hn. At o mhknum dfslurbM.ton .hen gr000d won o
Eroskn _1'a n,coswes fnd'co/M on the plans ors hreneoa 1.
wmow dv aaecbd ond method
.dikes apxwk a Add7hnee mpwrq may be nec-y
where Ill exalk v loose anon./ be sowd to, rsrx.
depw,d'ng on conarlk.. or fen 1/m. a-.1-11.7 h
ny -xnlo /oP_9 snow he oblehed mom other scarce.
pa/fcWo,, bceas r000fr ob rloghW .cos she he rcri-pad
kr merry aro.kn con/tort mpawes h oaMYkn /o /near
/Wasiak r0o'oo shoe er Eoss /o motce dip/n on
�( 1/ a q Co„s/rmi,c�or Iona d
41� ond An or
se
r,m ax0 o
ro/wence qude. A# woskn torero maarure. shoe be moh/oked
1n pen Hof roosoi he of o any 10 l wrest
grow/A a shell he o wodob/e k keg of 10A, . volA slmes
un/w line -'Whew 1. self&/cad -1 permonenl "oona core:
Mown, reads orother molefd wlih,enlo 1. plan/ groe/A rgosoi
hos been -1.604 hen ond tho1 &11he, - av -1 11ked
stow nor conlon 4. rhon A ogonk mo11w. h muA by we",
wwen erovan contra meoAves on, okane,t Anger n -,,
ag morerk& defokwd k, k.o q ran.1r e/s elms conatruc(f ' oeau
Seedhq xn wN: Me shag he nppfent ./ IA- roles ho4ala4
and w/abk•,w mo/erW anal" cexled ono 6xaww of
soar os P..wav offer ass/obonce Re _.i q soda 4. r-wk d
k Mon.
An on .ccen/odN manna.
if o vgoraur growth Ts not bnwwd o R .-ed'nq & after
S 4,Ireer 131A
YWwNN't line con-lo, woos bore ready An, inrnee5W. use ow
mukn non cowed atone, er 1- conoo OMkeIA chine/ mbq.
Iola kMk °now gopw/enor,ees 4xessovy to Pro ec/ a e«k
3 7rxkhW of herd o d --.k
line trxkhg of mud ond foil onto
e.&!kg rood od,&cenf /o Ill Ryhl-of-way occen P 1' ono#
nor he aaowed H once. n a .rmi4ed con!/rucrAn entrance
one be herI~ voes&Ihq or on 8" dyrn of slaw 4' n « Nsr h
Aire, 100' k, length. th. entrance stag he maiIWW t. pawn/
lrockkg of mud out poi onto e.&Ik g rotas
4 7ininq of elabiaolbm the con/rb/a anon seed and ma4M• or
akba,e .fan eros.a, o, .01; q• ow ok fa «ea wArn 48
hers o1 dWur nee. Re/ /o the plans Ax .lxkpwe WoDiWlkn
rpukemen/s
mere may o tmea Men At & -1 Poasbk ro ennoble the
w/abifro/An oI on ago onir 48 -1 dim 1. -Kep/knd
tuns/axes rf such o a"I.o/b, era Me Lh-S/e C_.AWo
show be melt#kd A/ thel poht the seialhq erosion -110
et snow he r -,nee by Ine Fng.-.. AeWliona trosion
eontrd meowros N/ he grew.,` o/ Imo! pair/, W IAy oe needed
to pewnf --I of ssdnenr o// site or 1. the whew. o/ Ins
Stole the ob/'ecriro a pony/ s/abivollan is to Nei Ine o-sos of
1Ae wile kin wnkn w Ap wlnEifmlm dr,e omw
,[ebhbed ' eerme.hb Aar' r
1 toll CY kIq one s/umphg Ine NnRs or ckarkny sloe he
kcoled ond rooked pkr to beghnhq eok. All per W snap
he own re of In. M.P. and b# necessa r °o-e sine be Wen In
presww saes one wgelo/kn la be otok ed ond 1. polxl any
WAcmt welknds
Ebu.n erM Ainbs sine he -1 ond ehlbpM k,lo pies olong Me br
14* o/ Ine ckwk,g lknf/s A# pow tog, ond Ike wood sine be
aovaged so /d os pae.bk• or s/xked k b.eolfana os ekw/ed
by teno w_
Aw stamps nook, the /inf/a o/ the ffl nnvd -in-* shoe
be a car atM and o6p.- or h on Eyp.vee -!toot, bcolAn.
stu ps and brush a,/1Ae m. Ain't. or bench _Iolk n site b.
cur Ihah with the grand wrtbe. sr c nskac/hn cone ffons
/« eelknd enrol
Erosion Control
Measures /4
Note: In& weed mi.lurt & o snot rabtfcn o1 fine 'Canwwrolfvn et&' sob
by a.'wr Seed the "Wired sevd mW." cam chosen /o mace the ore tees
Ine! we Oa _-Wed on I.& p *cl.
SEED wrmow REvowEAorD YARE7r
row F.- 50 bs Xy it
Craenkq Rvd Fescue 54 b. Pernto n wh/wgrewc f VIe
Crown W/ch 6.01 PenngRt Cne'n-9
Aan.a Rye 200.
PwennAe Rya 11 bar Plano (man enapu.y/e)
white Lbw. .O bar
RM/xky Bl,egroas 13 bs
Info ?aI b, pw -
A MWcn: A Wko/As, .1 - An, snow hume.ktay /der .eva[nq
goer./Av 4 and k, era Cox greater than ?4 hours Alter. Ux of
uk. ond Ilpe o1 month used snob be opprowd by IonM-r.. MWen
!nag he gwtkd o/ the 'We o1 ? Iona/xre, or o onnarn ?' to 3'
001n. ehwkn Me he .reared h and sne,or areas and on ripe. by
the twhe ond peg me/nod ne/14,96 trodkq with o data. dee
harrow, or othe, aepeveIf means h whd .root aeon o on certain
sane; 'V fn Amwkon teen' o -a -An pan/ro mol/hg sloe
.e k.laged k, «dance wan In. mans/xrani a ,Vk.14n.
See Delais a At and t
efukb nay show cant&1 of monad one popsy cored Bons « A&W.
rhg, raor.noMy Asa /ram -P 9r eeadr. Inv. dab,& or
o/non MIelWk.' moleAY It snag be nag /ran tell «mold
9 Froskn con/rat B ken: Fros! , conlyd bknkel, Worth Amwkon
Geer 575' or yprowd eana soon be hs/dbd on oirtabed rood
A* amoankmen/A ohlabee sfewr sops; and odpcenl 1. wo/w 0
and Mne, atlka' aeon Ero.kn contra bMnkel .not/ be
Ak'1 d h bcoree.- ;In the monu/blaeri willon
hatruc/Ans
Won 100. filer A.&A, A
staple /oak to snow fence
-F«m IT'deep /tench
sloe ky foblk in bon«'
wilh grovel
0# ( ape � li Boris/ �
yl I 1"
Section A -A A
head stakes driven on °Own slope side of ranee
Mkok' 100. /filer fabric olloched to
stokes on Pwgoe site.
Typicol Temporary Si/l Fence
lOX to ZOX T5 I(. or less
Erosion Control Borrier NIS_
F-iob oppWfole /rans/lfos
befe4en S1a644red Construction
Entrance and ..Wing -egg of
6; rro.�-led y
lore --
_. � F.&1kg rood
,"info graand\ I P/a/?l Awk
Ryht or
ffey
g&q R' 4' ecand .lon
ga?pp f al/' rap
StobAzed Construction Entronce Is
ErOsi017 Control
Meosure /6
Note:
Contractor shol slobtbied construction entrance os required to prevent
frocking of sediment oll-site.
- Contractor to use Mira# 500X under stone far temporary construction
roods
Crushed stone 5holl be added or replaced when 8OX of the raids are Filed
with sediment.
I?" deep )lp.
per Vt.. Spec.
MAok' 500X 11
under, and 10
o/ slone-
Tjplco/ at/ inlet
« m shown an
8'ar os shown pin
`Hainan s/opa o/
sF� / 05X Ax B'
Level Soreoder
nts
Bottom of depression
should be 2 ft. min.
from edge of catch
bosin rim. See Ste
Pans for size and
limits of rjo top inlet
protection.
Show/OW
depression
around grate
Intel
Intel grate
Spochq cabs atone- dSV
on chaa of skpe
A
C4
� Some FMroINX[
n� C`la
PROFOX
Not ro xok _ A
B
6 yr.
!wer rook
Mirah' t4GV ? ?
a approver B 1 r I ?4 • Nor.
equal
center
SFCnOV A -A
Nell F. Slate
Afir r bark srcr/av B-B
Mko, 14av
ar approved Not To teak
equal.
Erosion Control
Meosure 12
Mointoin shell/ow
depression around grate
unl,7 paving ono/or final
shallow
slobi/izotion has
Anlef grole depression
occurred
�-I around grate
e'
e"
e'
4' minus
COlch Boson+ Bolcom of depressn io
crushed Slone
should be 2 ff, min.
from edge of catch
basin rim. See site
plan far size of rip
&05iOn Control_
top in/el protection,
MeosureY7
Colch Basin
Inlet Protection
CONsmucny SPFGF/CATIOVS
1. Slone wit be p/ ed an o /filer kbrk Iwndolion to the /hex
geodes end Ibofion. shown h the p/
?. set spacing of check dons to assume the/ the ekes/Jana of the creel
of the db-beam dam is of the some eAe-bb, of the toe of the
.P./,- a
3 F tend the sl«,e o mkknum of 1.5 /eel beyond the ditch
banks fo prevent cut/fng «and the d n.
4 Prolecl the channel obwnstreem of the lowest check obm / scour
ond erosion with Ilan. or 'her as oWWAIII
1 Ensure Ihot channer [pprtenonces such os c./-I entronces below
chock dens are not aubacl to ohmage o, bbckoge /ram oriWm ed stones
Stone Check Dom
CHANNEL INSTALLATION
Erosion Control Meosure P
Erosion Control Blonket _
North American Green 575
Material Specifications
Eroskn can/rot bknkr 00 be o mbhhe-pod,ced mot of
loax agr_W.'a, slrow
Me Drank./ shoe he or consfslenl thk.-ss ef/h the .liar
.onto' oslrbokd air /he entke - b/ the not n.
Mallet show he cowveer on /be !op .fah with palprapy&n-
nellhoeg hag on gw-h ell. 1' g' X 1/2" nest are be sewn
together with -Ifon threod
straw mein contra bknkel s non he 575 oar marwkc/wed by
Noln Amerkan been, he (81?-857-6657) o, ry Av&-..
Goskn -1,,W b .et snag how` the lowowenq pwe,14 s
North Americon Green SCf50
Moterio/ Specifcotions
We'A,f Cmfen!
straw 1o0X
('a .0s/s41d) (27 k9/m2)
NetlkG, q e AV, ant. pholodegrodoblIr
1Meod ftWthopp'o.knolery 1.64 O lYAJO .P 11.
Pho,,W $oxlfkolfans (Rolf
tab/n 651.1(2.) -
[eng/n BJ5 1-1 (214mJ
ffeynf 30 es ./- lag (136 kq)
Area 6o .P yd. (56n2)
nul.%rd as Per non-/ l-leri spec!/icWfons
Froska can/ra blonke/ she# be o machke-prod ,a mot with o 70X ogrkutlaa
straw and JOT coconut 14w mollk
the Abnkel show be a con.islenl /hkkne.a .0 on .Yon Cf 11bu/Ton or 111eW one
cocarul str/ched between a h.'y aw"I phOodwoD/e polp opylene netting on
the fop sick and a Nghtwe"t pnolod-g 0db" Pole-Py&nv neflhg on Inv
60/1om sidle
silt anuf erosion contra Work,! snag be SC150 psi manulxloed by
N«fin Amerkan Geer, hc. (BIT-667-6632) « puivaent
mnlwkl C lent
Physkd Specoicotions (NM)
44o111, 70X show Ibex (J3 bs/Sgyd) (19 k9/ ?)
fY.dln 667 hoc! (?.O-T-)
JOX coconut r[Dw (15 IosAQ40) (08 k9/mg)
Length 109 I I (379T1.)
Net/hg Top s%da• heovywvi *l plow odd with UV odds%Ka
Neynl 40 bs +/- loX (1814 kq)
�1�RyJI�1
Arta BO rP 7 (689m?J
feign cap d.inoloy 1.64 b r0W n II.
hW.PM os per manu/xla 11 peci/koffons
rAr od Degrade
Netting product for mulch
Nedio Enteror4ses Me KoiVol'w 400 (or cyproved equal)
W.- mo,1079 of cok 1a✓n mode from high strength while (celled) coconut Aber.
Physko $oecpkolkns (R.#)
Ink.— a35 k,
Mors Pw unR aso (mhJ; ltb, /sq rot
NWb efdrn tenth sNenQyt C (MD.CD)' 504 . 480 bs//1
Mon. ebngolfon - Lky (MO . eD)• 3TX . J!X
Wbk width 1ens7 .1, '91h W(MD.rAJ.• 436 . 360 bs//l
N ., ehtngolin - Mbl (ago .r c0): 36X r 31X
wvtoed la per w fth_1, 1PWAILV14,,A
SLOPE INSTALLATION
0
NORTH
AMERICAN
GREEN
%°i° °',a,'siao LN°KNor.:i.Es swvucnu ws i uma��o[inn :.Nerve°sa oaNN
azai wNrMh �EaN or rag .- a+.NcxownC ere 1 �N N a�l�y�) a[N . e• (isn..)�wo[ rK
rz11 ion• �y�,., rLnb¢r InEN�[D RrnlNa ,w - ar �. n4
1 1 %-1 wvm[np,ILI q>�.nowurt s Bona a n wn�N.
[i um cowvNcr rN[iq wrw srwLsc. v r cawrtrEotaro auNwnc 1' Iwcml
ELPe¢r owe cwNAcrzo mu can. Slow a
rREE/arwES avr.CEa /wn°NxurE.x IT[(N°�b'.a.)Ew K.sS M wplx a ere 9Luq[r.
_ n Ihl down w Ivl N°ra[woxwur Nrnoss roc[ xaNE.
°4 w sow swore¢. n a -MIL1 rAAme .-n I-- N Lu..vw s.Nuznrruos°E
cart c Locerbns u sL,nw, w °w swL[ N.,rzNx era. won aswc onwaa elm srsrtv�rrz� [slirwas
srouo a Nuc[o n+NN.cn [lay a roc[ m[arao elms cawcsv[rw ro m a wNnwnnr[
i swLf
H
MhLtt 0.r In H a„eL[0 torn wNnaewu,ttn I'-t' - I.%...) aANW Oarrv[. a[nxmE iroeEn s[w Kr.Nx[xr. era *NE [Dc[ a r,� ort�rwN�xc awmn (-ewwI'o s[mc
ma,MLEa w ra1 OVEN rNm MC <0.axm Ara a,rtd'w MF Nw[xwxn NS,KL[0 &mN.,.
T (rxPR'.) ortm°AN.R n[w[wi� iw00YNuair o.E[o -. ,wwpuwru�'ii' (besj �sNenoSsl w[Mr ¢ wm.eN+r[
wo
n iuos[ sat coxwraa, ,w us a s,wLE w sun[ LI-I -In no
vNaEwr slaw[ ,x[ arm¢,z.
- W-d aloes dr%ken on aulside of I—
-0-9e pof}aslw mesh w.66&9
by rW,b C.P SuP IY or oPPrarvd
ewot (?• wide niI)
r ten ice -w d slate A
to .rote orange pales/er
sin eebbkg by
wlo LLP SuOP1Y Au sl 17. 2009 _ .toff c.mmanra _ awn e/17/09
(appra,ed eaaa Dole r viand Desvprian Checked Dole ?' wAA, min) °
Design Serf Erosion Control Detoils
II II II I II Drown
Checked
Section A -A A :I 4 Scole n. l.s _ (a� SI mmerf'pto'
7o he nsfowed or Ine �i
Erosion Control .mils o1 the conskaclion Dote day 7, 2009
Measure 5 «.a sae Rona -
Pro'ect 09143 1404 Hinesburo Rood So. Burh'n ton, ✓erman7
TyDico/ Construction Limit BorrierNLs NAAFffs a$' LAN9/NC Consulting Engineers, Inc. - � EPSC-6
164 /!lain Slree,4 Colchester, Vermont 0",16
The Low Risk Site Handbook
for
Emslon Prevetttlon and Sediment Control
a �uY�'Rlhli�
August 2006
How to IdIbill.
Rock sbe: Ueeanli: d l to amch srona
baps: 8lncr. minnn-
wMlk 12fnnm.nimWn
Langth: 40feetminmwnb length ofJmxway,d
.hurl.)
Gamandlb'. Plxe hh. cb. vndnr entire mavelned
maintenance
Redrer w•nh ..an stone a.,a - w kcep
eednnem Irani t-'s one tit, aroet.
a r
ma u w • �
Mdhm ExfesWR.,I
he Low Risk Site Hendboak for
Entelon Prevention add sediment Control
that
IT mid, or la part 1. mearJavalraes
- nt plan that w�ll
diaurb I or more acrn ma'asa vermom.-permit
(or acorn- Ta.1,1 m, from tonmrudim at.
C.nartimmn General Pmme 39020 Vida,
lip
in ere data nimmion If the rinatembet risk
ro umm 1-0. tom .y and
categnr lea tN,.r, [.n1,-b ry l P h.
AfatleraM Reu, dr thet wit chi nRul'mai, Ind.l.-I
P.mlt
ih0 Phei hi tAdf Sa ndbophrrm asni, ratl
Eros on P even[ a dand-n..t rI- Plan lbr
nshvctmn silts Mtarrnrnrk a Na 'low R ah' unit
GP3902U
Cunteat MMnnauan
vT DEC- Water Quay av a m
gMrmvmmr Sabbn
103 Sou. edam B!roet Building 10 Ndm
wem-, IT d5611[M08
Te. ed?2413T]0 b, 4320
wwwvtwa»mue q wgynexmwa»r non
rs>a�rprN am aYmnvm nm w a
e.Maoawe� no con
w� av�d Enh.rdi
S. Slow Down Channetized Runoff
W Nee'.
Sena [tree. dent rbdup+erns pit n Jra mega
chenmb b ababgd.wn rna Mmmvat. g•.
Requirements
e than•. s a cpncenu-atnd mow teat n it den or
-1.0)`,'1 amr on your tale NM you muss
-h Maeohech Mma Ihh,d.1 ,anmb .l.
as-M1ark lama.
How to Install.
Height No sealo than}het Came, of darn snood be
, inch.lower tl en Ihn eda,arum un
side abl»f 2l or goner (sea 139 nor 9bpe take ml.l
Stone 91re• Use a mecum d 2 1,e rn m slam
"n: Opts slmr Ia span the w rill nth. rhannei and
exbnd vp the ad. of tin bin W
Tittering: spal,a lial III lh [ le Into 't mIf IN,
upatroamdam end, Ww tw ,-top( aai
the duwnaream den. The ai .111.1Mint
heipt of Ihn nl MkJnm dv tl.J by x Va, el nk1.
spacing I n feet) - iSaLlnlcgsslltmt-
Ships n rhnnne (Il/hl
Mamtenanra
Remove accrnm -,cheat Ne don
9, Winter Stabilization
Pmpos.
Mane, rg cvnun::t hr a cue ro m n m ze .-I,nd prmnnl.edlmem Madrng.1-.1. Is ay.a Illd
I'mmne, In Vnrmpm lh-mlimip O.. .aren Vaal., dunng!he me I011, winte, ark a+ry-w,ng
onto m WllItltar r9naructlun In, Wwussnd nare. tlrcrldns
roIr Ill bxbman Odmm 15 aid Apr115 wban
rev» 1-1 and sedinlam 1-nne a.+glbna yam a mutt
R&kitel. fnl [hrra Nrd ,tth w
ug o arN
n ag mini •alit n roWra flcnlg i Shin re D g argn
frofen and eatprmed round r cm n m m
g g eery n as fi e
pomnl vl far aroe'an
Requitement, for'NmtH Shutdown.
For than proi.cbe that w .It complmh, mini
diM,bence actw[»a pr a, 11111. wrn»r pal. (0.1.,
161 the foll,wing namre,mnm must he Sd.red tb.
1 Fd anus!. be ambitson bv,gemUun. seedingehull
be r:ompletik no let., than main.-15 t. ensure
..,ume e- h and :ovm.
2 II seamng as not complet.l Jy Seytember I5,
additional n.nwgebib" Prole[tinh must be used m
Section 3
Additional Resources
,.owed ulclilan sip:, aaaw
- _ _m,0�mEafNro ; ayroa� 7 .. 3n. -. It - - -_
ii nlx.rau h ai
1m i
__.....__I - _
suer_. a, -
ante
A. aD0I amn 4A40 aean. yam.
Aaw .row rOAai in
nakm. in eo,
1--i-
39a
Table of Content.
S-hNI 1. InbotlucNon
WI»I la erainn peventon and sediment conb.P 1
On I need a -di 2
Applicabon Pnrcaaa 2
Sectigt 2 The Requleman6
1 Mark S. 9oundmimi d
2. Mmn OLmudcan. Moe 5
3 5tabihm Caetrad-E. ]
4. hedn"Silt f... 11
5. Overt Ueand Runoff 15
6. Slmv Doerr VenerelRed %-ff. I9
1 Combed Permm»nt Commie 23
8 Stabd re E-Iiad Sed 25
9. emnbl sladanagon 29
N Stablllze.Sod at Final Cmda 33
li Duw..ngl AIIWriaa _ 35
12 Impart Y r She 3]
Section 3Additional Posourcee
How to nalmdata dope 39
Haw mesllmaln area 39
�na�mrr�.w :rm µYwo w�
.mron,.vn. ravorN u4ar ar.ar .a �wnrmn
max, cmmwa.n inane• 7
a ,tea. m an- manr»I ad Wain N..p the -ean.x dam ant p-nl I.e. M Iran .,,,is
Md mant rnr the dam
If gnncan[armon pxur.hmw eeana chr de
Nms.a
hoal
ar Mr» nhaM tie rmta ud
rm �c�� .swan
aim.•em .1
n m the.to forIts wine, pm- Thbncode.
e o1 E-1.n Conwi Mmbng or nett ng d e heewy
inch bible, $adding Iran winter rye» ncanmanded
m allow Mr -1,germme- during vent spring
-din.n.
3. Wh.e mnkn amamr . limey roughly 2mchea
with an W40%event. With -end he basked in
cr -din. veld, Imiing In open me., Wn--to
wind
Hhn ahlane30
-
axw4n:biia�b eN»rlanunM Nr whmnr unit oiwlbn wiiuvi
par _w.naaml.d mm� mehmv wrxsaa s.mem,
x oanMnra:,rmra lair .km nd sadim.nrMrmr A.aaa
Phwban- antl rllualmVpm P'... 111�1lralreiau.. inn
nWmm
name . non I eke nm reeve. nm
nh ,kneA hoe dui
vi lkne k.Rahra�rt'arV•Yf oIOC tto-J wl b�mv
in eTmh W..r pdvwimaa pwaw tide VP ri Ne
amlM wrama were llMadrdwnkn xrma<+epMre
eawrlw::.k,n9m.,a Maretleaw corn Mlmng ran I«n.
Soeu tnrorr w,ta vein 3.b. rekrmvA rroln vu'r J13bauam
m rN,.r rnmrrYrraaw .
section 1
Introduction
What he momo,, prevention and Sediment contr0l'1
saWment washing ndo areemc is mire a Ina la"m
waver ii.may In. hams in vemiont sediment con kills
wmkoh Pah and mini ag--..,I -1.1y rnIml
acvatic habitat
On moat cdnsmucUon setae, veg0lain n Net noM.
ihx enln Alec. aW mots f va hill. If
and runoffs ,rod l - gl it arena of soil
Smpoaed mUl. Bled»ire Duyng renfel pr snowmen
Na nenmed Bel mey be mealy atoned and vsneprxrad
ro nBanrm try llim., lawet kae, or land..
T. -mil the
Bean Jame-,
u number d
mots Dmp[.e0
and pttwntB mill
mmaln sod on
the construct a
lets ever b. uteri.
4. Install SIR Fence
Purpose -
She fences l"a-pt ninth and allow suapanded
sediment to rile out
Pequlraments.
sin I-etaI rsWild
o. the d-ildi s it, of the c.netmot.n act vil as
ded-am-h..wale. mere aewar inIm .waters
All 11. Slabe and me dnni had Mil
`may be. eel nmhe-aa...-.man cola m man
Pary^ arnmlYa• "n ..,.unit
,ww mahlaunnnrrmn. mry ur.raumvn. rotdcn nnm vnrrw
Roqulrements for W mmr CONAnxti It,
If mnarud.n am-nr'nwMng ,- d sl ,heave
Iml-It past ante 15 nr bean heed,. Aall IS Ih1,
foll.wing rmuiementn moat. adhered.'
I Enlaµed a-, mind, aeb.-d m p-ii. III env..
-mil"',
2 Lmim of dim, den.amymd a n bredtorell-
p
bnvWary.r --ter work
3. Asnew ma ia,ementpan prapar,k wth ad,..,.
:tore and control of -.am. .lea ell
gp among
ambtlw91.calaleroas
dw.ana nutof mmeWaanin
t
.ndw
4 Amnanum 25 hill.uhar shall hid monied non.
p,ymeter miens-1 r I'll Mau.
5 In areas of hart,Vance Nat Wan m a watt I.,
•1tM1m 1001... cave mites o1 as Imnce tuna tw
inaaliad along the cuntpur.
8 Drornap -a- mum ce h.P, open and tree ni
+saw and b+dams
Vennudl Dnpiinn»m W Em,nnmarlal [here adds
water Quea,Dnimbe smmwmle,semwn
103 SImb Mats Snarl, auWing 10'Nartn
Witaftg' Vf Osw-08
Tet 80b2ri3T]O.,377r
Poe IX)2.24132ar
wewvtw Imneiey.owsmiimavme"In
0.1 need aph-1 P
Any anBVudipn -a, Nat tlraur5s 1 or mare acres
If land, or Is pert of a tarp, development plan Nm veil
desert 1 or mere area, rein a a Vermont ic- dar+nn
fir scene.., tlischagas tram conavucabri sMa
Appiicmlon PfOce58
1 Obtain, copy If.e permit and daterrell tan Ras.
Celegbry... pr-an
} EIYv9ua�prdnlamro�+fnlb.isµn�nlrliNnqenuOnafmaItnhM
DorEerymCrv-n mga
(tepearram ".r.ntentinbergfdnmirtanetymnnr-.
tru nurn
dnthora-
IMnac svBaranftimn hi
upon epl of wrbanautn.r zaun+ trait DEC.ycua
.red. -I th. oarmnan, may bndn A,aRzai.r
,l IYar metemedaermbedtobe'Law-ya
wl fd pw Ne hnndh.. an ei.eion omen- eta
.dement newt an your t irl. im at..
5 If yar silty I. na almslM1ed ar l:w Rex. Nen ya mu±•.
fatlow.r Deyall-a pkanr m GP 39020 fa
MWerw RMh aaiv'nae a Neu rovuinn{ an IndN.oua!
Parma
Where to pisca.
Plem, wit Mica.n Na drnm.11 edge of baresoil. At
Ina... mabpes, pace tens .rant dnwnNil trim
the and d tl»slaps hf spec.. e. Imo"),
Ensure the alit fir 11, 111,hns ill runurt from Mere veil
Maximum I'. et. ante ia'r. ode hi, Too Mat Nsin
rem a.
• Nils!)slance acnaa nr>s nVe root up arJaar n.
MIHr)
fatal nWtrea roam of s t lance on IN 1". m ad.0
up rcw
• Oc n.1-11
.Malt rxnce acmnrdcM1ae. m��nma •'.
or lntream nuhare
How to Install MIT lance.
• Gig a ban cnentheadeep pdrpa d+e albµ
• Unroll fit Mnce el." Ob .nth
E-, 3takus an m dye downed 1-tif Its M,r a
ion being,n g.lnitN_.kamide f r.
Drwe aMk. n I16 dawns llsde of dini
• Olive slekr umJi 18 lichee W fabric n n venen
• F11 d-hcml.Ueand mite, alMHMdnm
• F II Uernn a1N sd mind pack down
M01n1enance
R---m n..dement dahm. t a narrxay ..
the ten o.
• Ens,re ThatalIt-if ---1groundanaU-
oppa.
nsl:ap Sp men (3
Slow wit11eni-If -', 22
I Sin Mnce and other manlcae mqulnngher.
dear --.I mint --A. ntlaao mh.ran
Bra ndo
8. Mulch used Im temporary naNh,mion must lit.
mperd at d....e eramm. rats, ., a -1-- of
1 IncM1en wkM1 an 6090Y. ^veer.
9. to emmetuv men enae1.r d»erbeded s.11 maodvaeu.a
ra.
a theana of each work day ."h Na rdl, irlg
exceptbn9
•If nd roc nwrten 211-nob p elatro
worh ,,r . di t,, -n it same III, I...
24 not ra deb amheauon snot. naox ry
• Olaurbed areas that elect and hinin ni ,rn
.a IN,-fon.W mite nr open mil b trench -a
10. Pr .rmaMF'I zal on snav or moat bit removed
I,lea. in.. l Inch NMkn<M m
it 0aa amne In a.1,114e a1eas-1,.s IN, p.inuner
If Wftiip under cpmuucU.n or when
onmrwdon vehwle halfi la anticipaletl. scone
Patna anould M IO-201em! wltla m aaamm.dal.
vehicular train[.
.wnmrsi-nem 32
section 2
The Requirements
1. Mark Site Boundaries
Nhpdae:
Mark me site to m-eam d-infy the limits of
con--n Dehnoaling,n,, am will help m lime Ne
.ea d Inantenpiece,. saaing.,Teban and
ft ce, aroabn alnn m m the ale.
RmIlihi mert6.
you ,rust eryenally mad, the Ia,lle W mratmctmn
7. Construct Permanent Controls
PUNose
nae-tirl'am-,
me
avid mnnaman,m m M. enure
V-d- , - andp tl mlre.ngMd ig
Prwteaa 110W i I a y a and wetlands
nrcmabn beans and wormwaM nare
RequlremMtS
n mantel-m .ry with,
p as anea+yaure lv or
Ise- lim" I'ram. shadacwgrlormnta
yo moat aypyrare stunt IIIII arealnrga
Per n t and constran.O.manxnt amrmwataf be
ma,na, b or your an0 These pact tea n uS ha naa11W
r»R,m me anamWmn dam mn.v av aaw.m
How to comply.
Contwtlne V9rmonl5tormwatmP a
Iclbw the repvrcman6 b IN, vertu, Is
MaragaZi1, M...I
ilia Slurmwanrr Manapm,mt Mal I s era at le a'
wwwvlWa»rnua maM,:O- nrhm
awl-IILavN nrvl unw.w.o.vk. weirdd on-nn''r
Mimed „M.s.n. rem khprecloiur.mram,Mrwn-
10. Stabilize Soil at Final Grade
pum-:
9-11,zing the ana with seal and mulch or cI rlon
enrol matting wnan n reaches final grade Is Na box
way!. prmvnI --i-I -h,,, tonstruclbn rmminuam.
Requirements
Within 481our9 d final sad cw W11
g dw
must be seeded and mukhed nr men d wen airman
mnVol maR ng
hP
7811'IY
a. nnay..a,m'Yruw.Meuriwnmimn.cwriplarWer vie r.u,rc
HOW To [amply.
Before .@nning mnarucnon, walk Ihn role
bound -nee and keg tens, post a,V , b, metal) orange
.,my fence.
Fence b net.- on any Iwund.q-m- 50 feet It a
stream• lake, pond .,wetland, vnlaaa the ere. 11 alre,ey
deveiopinl (miwing coals, hundinga, -..)
1�
NSA...
n �4araaos �bw m,rbMmmmrrw ma:aJaa
.ypW.rmadrwn,nafwerpa ale nnm+enhndmrm. rim,anam
��rumnman,m�,a cite. wrmkm apwnnd•ama wr
d: ar.a:a..am�m�' w,�.p:°i:,n e"w;."°.aw•,
pea k m.
W�73'• w
awpwdm
•marmwwmwxmw uar�rnrwmnhµ
How to comply.
Hring the Yea ux.duns of NrsM,c final g,edea,
r pneebb mien rnn.vucl an a romp atim Tn s
will rad... the I.. Ion teddivonal with-t and ...-
Vn1 I.esurea and will .-IN, Imal dN--
e F.,-this antl mkc.ng I-. folbw Na
spaclkcaudna under Rule 8. `Stablllung E,il- Scil"
2. IJmit Disturbance Area
PuTL.14 the all- If mill ahp..d at ono time M
•educe the paeram.-.n a e»
RegWrarnents:
The parmArml Jatulbance are, 11 spwlhed pit
live sM'a minen aW imirmmn to I.hm,a. Ony The
nap Irstad en Ne in,al-red- lane may ba a-mI
I. am givend..
S. Divert Upland Runoff
Purpose:
Ones -I 0erme in»ftept ninth from a0w. Ne
onmudibn ,Ile and dlrott it -Ind lhe.aurded area
Tole prwen»'tlean- water from ba-ling con WW witn
min Nan tM ace.
RegWremer.
If atom wale, r,m ant. ya. ana faun ur»i.pa amen
and your eke meetlM blbvnngtwo rondrctna you
melt a dN.rapn harm Mato» tlMtvrb ng any marl
1 uVou plan m have oar or more un»s of +oil pxp...a w
am one Wine fadWM, road.).
} p -A.rope Mtba tlMNmed ar4ea20k or
Paer.^
�f 1.
S. Stabilize Exposed Soil
phrpree-
Smell ng antl mulch n, appy n, err; on -Il
mating and hydreaaedingaro al mandda m:mdee
oxpoaad aril M.I.N.m0 medlnI elect Ne Mll
euha'e wh'la grass a eaahlLah n,
Re9lkremmtls
Al anon ,f d idi-1 , must I eve. -1tery or
nutabrzalbr, wnh,n]14or21 de, e,nnwl termenn
Watitrenxi,dimn Wrn[neh.... u. N, Inn MIa
tl HteeJ f.l- d In citeana m•»t nx mien add
an
Ih<.ntl of nacn work tley
iho rot .win, catro0t one amply
• 5»bi(zat an s not n it and t as tl pork 1. te minhnd¢
n the orem w [h n IN. next III Inure bid (hero is r o
paw pMtonf ne-fm tha »a 24 bon o
• SIW leaf un A not required m.a wont is w:unmg rr
rlf-r timed nxcavm In
(a rro Z" with a depth
of 2 feet or geatm (e g ha�se 1a..de- ntevm do
ul bete manal
All d-of dim-11e mtla I»w uermanen
, aE Ilratmn with n AS Nom.,i raech'nghndl grade IS'
.
Dap 33)
12. Dewated.9 Acthiltles
wndd-
Tram wn»r pumped from 1-ii it actvteam roar
n µ clear wnan loaving rna cnnatrvcunn arcs
Requnements
Am., from dawmming a,tivih.s It»f fi.wa di of
Ne cunetrucnonsi»m n.,lenr. Meer lnu9t nd I.
manparml. ham-,, lams nr-hand, mla?s Ne
venter 1,".1•
Hawn -Pl
y
tiring shfi d nt filer bea
t
^n.1111. tl M1 pit rpm In dech.g. avatar
m alit fe b - called In veptetad area,
awry from , ways ni ,ital-t.IIN, e,
a»r Vrm wnan 1 es d' pers.l end acme Itin tin area wit,
ern end mulch
How to comply.
Plea ahead ale I- the ansvuctlon activities
Maria that no more In., the pefmi.d I-eire s
dad,tbadat-1111
fie ere m poperb, -.. nlo-d -1 win earn
and-t a aroabncontrolmatting-nabs-Ing
work In a r»w saalon IF We rite.
Now b install:
remxw.emw ra �eoeWw
A a- lirlpn. LS ha, It Flaww-4Ml
a -ma th:2- 0.F-dnplh:8rnthne
I. Al- 2:1 a.-
1. Compact.corm win a above m eannmowng
as lmm0nt
1 Sled and mulch tram, or cover with mnemn Innni
ne.ngmmatl Myw -mailattn
3. Slnhlliretno hew channel wlih Mad and straw IUIM
ar r.ntrolnaltng LIn.thachann.1,ath4
men slave It Na channel abpe a ban m her. 20at-
A Ensure led be- drama to en omlmatablizedwth
dpap. Endure �hatUern'. no aroa on at Ne uutlnt
S. the dw,abn berm shall remain in place until the
da,matl etas Am aompMley mattnn d
' a.. page 39 far abed celciii.I. a.
en d 16
How m tom I
PY
pbarnA for,,gongMandng erecop3m8
ncnan es IT pled Iand menu nR any large rocks nr eebr a.
>S
a'xrkgmIinw alaalrtrmhn
. S t., S.aI rr yinrvul aO M,acrel
5^yi L•� Wr 1 Wwre
a.mnhgarw rambm
eMrr ew.rw ak•nraati
Iovona
Mmam.ema NnWwM1 am' �.^,....
MmeMrµ Ear
Imr nr Haw Luxino i'1ltSnaMry30a ofr
jraLla Arno tS rlwm Sln».ur l.ayn mWv lMoa 1
lamer r .law
rbww m
4 pa mn�nu„lunn isual wa
. ttlxlm +dived. I
smrming4rtivlrlrn 39
3. Stabilize Construction Entrance
Pwpcse
A mabllirm cvatructbn.nt.I. helps e- 1-
- -Aa heaft to.raven' necmnit atroeta
Require tots
II Net. will be arty whelp..In. Wr d ON
site. pu mum ianall a maWeed
arol oa��ancmna haaromnamcr nboPna.
'f ,t
va
n«�asN moue �aMr,ear• s ji4Tra r:m•mn,s.
rnmrwrrM
0
dxvrM•wt .r ...
•use �` f � 'sea„ Wpm oaf
12. Inspect Your Site
POPMam dM rnymbom b unsun.at all xd r»m led
wl pranicm am M1rnnlinning pmparly peed.
:mpwebr�a antlmam .me ofprep.. will Nip'.
redwr [nee an
awMl war. watery
Requirements
M act Na t at bastmum r id . a red
lmmrrpinn.aatha him. evary,ue mac nr anannM rp
P. np eta mem.rou aaamta�er
Nnctlo' { k' Berne apac'A.aaam DutlinM
rendbbdr
,r m Neu
EumFM Ells.- acne Form IT IN
waxnweahmuMaataeero _Mm
Design SNH Erosion Control Details
Drawn Siff/
Checked
Scale At& SUmmerfie/d
Dole 44Y 7a 7009
y Pro' ct 09143 1404 H;he,;byla Rood so. 9.11i"
iYf1EBS LAN.SINC Consulting Engineers, Inc.
rj \ 16V Alain S'treee,, Cole%estera Vermont OS"6 p re„1