20050164 Ver 1_Complete File_20051121

O~ ._ .,~9
~ ~
November 21, 2005
D~VQ No. 0~-0164
Guilford County
Dr. Gregory J. Thorpe, PhD., Manager
Planning and Enviromncntal Branch
North Carolina Department of Transportation
1 X48 Mail Service Center
Raleigh, North Carolina, 27699-1548
Re: Modification to Authorization Certificate for:
Guilford County, Replacement of Bridge No. 20 over Deep River on SR 4121,
Federal Aid Project No. BRSTP-4121(2); State Project No. 82495801; TIP B-3652.
Deep River [03-06-08; WS-IV*]
APPROVAL of It~1~~1DLE1iAN RIVER BUFFER RULES AUTHORIZATION CERTIFICATE with
ADDITIONAL CONDITIONS
Dear Dr. Thorpe,
You have our approval, in accordance with the attached conditions, to impact 11,761 square feet of protected riparian
buffers in Zone 1, and 7,134 square feet of protected riparian buffers in Zone 2 for die purpose of replacing Bridge
Number 20 over Deep River on SR 4212 in Guilford County. This approval is a modification to an approval dated
February 18, 2005 to include an additiona1600 square feet of impacts to protected riparian buffers in Zone 2 for
additional utility construction.
The project shall be constructed according to your original application dated January 27, 2005, die modification
application dated November 14, 2005, and any conditions listed below. This approval shall act as your Authorization
Certificate as required within the Randleman River Riparian Buffer Rules (15A NCAC 2B .0250). In addition, you
should get any oilier required federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control.
This approval is only valid for the purpose and design that you described in your applications dated January 27, 2005
and November 14, 2005. If you change your project, you must notify us and you maybe required to send us a new
application. If the property is sold, the new owner must be given a copy of this authorization and approval letter and is
thereby responsible for complying with all conditions. For this approval to be valid, you must follow the conditions
listed below.
^ All stormwater runoff shall be directed to sheetflow du-ough stream buffers at uonerosive velocities, unless
approved otherwise by this certification.
^ During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
^ The post-construction removal of any temporary bridge structures will rieed to return the project site to its
preconstruction contours and elevations. The revegetation of the impacted areas with appropriate native species is
also required.
t~~ ~'
_'~
NCIJEi.fi
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality

,,
d... srnr[ u ~ 1 ..
'4, yf
~~ t=t~~~ NUV ~ 6 %~fi5
~ .,,r ~ µN. ~ D=h:K • WATttt tiUAl.i l t
WETLANDS AND STORMWATER BRANCH
STATE OF NORTH CAROLINA
DEPARTN~NT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOV E[tNOR SECRETARY
November 14, 2005
US Army Corps of Engineers
Regulatory Branch
Post Office Box 1890
Wilmington, NC 28402-1890
ATTENTION: Mr. Eric Alsmeyer
NCDOT Coordinator
Subject: Utility Impact memo and Randleman Buffer Permit Modification
Request for the replacement of Bridge No. 20 over Deep River on SR 4121,
Guilford County. Federal Aid Project No. BRSTP-4121(2), State Project No.
8.2495801, Division 7, TIP Project No. B-3652, WBS Element 33198.
Dear Mr. Alsmeyer:
On February 22, 2005 the NCDOT received a Nationwide 33 (USAGE Action
ID200520447 and 200520448) for the above referenced project. After further review of the
project, the NCDOT Utilities determined that temporary impacts will occur to 25 feet of
The Deep River due to the relocation of a 12" water line and 6" gas line that cross the
stream. The water and gas lines will be buried under the stream by using an open cut.
Directional boring methods cannot be used to bury the pipe because of the rock present
beneath the stream bed. Attached to this letter is the phasing plan (Sheet 2 of 3) for the
cofferdam that will be used to relocate these pipes and plan view (Sheet 1 of 3) showing the
placement of the water and gas line.
It is not anticipated that the impacts related to the 12" water line and 6" gas line will require
written concurrence of the Section 404 Nationwide Permit 12. We are submitting this
memo for the USAGE records.
Randleman Buffer Impacts
On February 18, 2005 NCDWQ issued a Buffer Certification # OS-0164 to impact 18,295
ft2 of riparian buffers on the Deep River within the Randleman Lake Watershed. A 36" raw
water main that runs parallel to the Deep River will also need to be relocated. The
relocation will result in an additional 600 ft2 of allowable impacts within zone two of the
buffer (Sheet 3 of 3). Avoidance of the buffer is not practical because the relocated portion
of the water main will need to tie into the existing water line that is currently located within
the buffer. The relocation of the 12" water line and 6" gas line perpendicular to the stream
is within the currently permitted area and will not result in additional impacts to buffer.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITOL BOULEVARD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PARKER LINCOLN BUILDING, SUITE 768
1595 MAIL SERVICE CENTER WEE3SirE: WWb'V.DOH.DOT.STATE.NC.US RALEIGH NC 27699
RALEIGH NC 27699-1598

Please find enclosed Utility impact drawings along with a vicinity map and a revised buffer
impact summary sheet. NCDOT requests a modification to the Buffer Certification from
the Division of Water Quality issued February 18, 2005. The project has a current let date
of January 17, 2006 and a review date of November 29, 2005. If you need additional
information, please contact Brett Feulner at [phone].
Sincerely, ~_
Z Gre o . Tho e Ph.D'~
grY IPA
(j Environmental Management Director, PDEA
w/ attachment
Mr. John Hennessy, NCDWQ (7 Copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr.' Greg Perfetti, P.E., Structure Desigm
Mr. Mark Staley, Roadside Environmental
Mr. J. M. Mills, P.E., Division Engineer
Mr. Jerry Parker, DEO
w/o attachment
Mr. Jay Bennett, P.E., Roadway Desilm
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Elmo Vance, PDEA
Mr. Scott McLendon, USACE, Wilmington

NORTH CAROLINA
~`~\ .
Y. l
` ~~ `~ ,~ 5
~ ~- ~ ~~ ~~
~~
1
' ~ '
~i
~ ~
i ,~ ~
~ a, ~
~ uo ~
~ ~
i 0 ~
~'/
' a0
Gt ,
JNAr~{VJdI
' _ a~
' ^.y z:o ait
1~./1 1
~ Dtt O ~
• ;' S~E u t
~ c2 1
i 1 2 7~ 3 1B NILES
NCDOT
DIVISION OF HIGHWAYS
PROJECT: 8.2495801 (B-3652)
r ~~~1 ~ l l ~ GUILFORD COUNTY i
1 REPLACE BRIDGE NO. 20
Mt~.~ OVER DEEP RIVER ON SR 4121
SEIEET I OFS JUNE ?00-1

~~~'-~f1'~.`" ~t ~~J! ~~'J.~J ~` ~ t ~ll~r~ ,_`~ „j`y 5~4I{+'~,, j',4 ~~~ \`
1 ~'~ ~ I ~~ ~. ~+~+~~~`~,=,,,,7~17....~fiaJ.1Ky:,T~S.'T9ic.`+S'S.`.`M "~" ~, \~
I d.. ~~~y
~~ ~~ ~ . /

i
l~

~ ~ ,
- _/~ ?'E'LM ~~
~
f
~' ~~
°
v ~.
I
'~ I
`R 1
.
~
~.~ ~. ~
;~
~
1/ ~~ lrr l'Y
•1.~j~J~~ !.age 4.
~
J
s G
'~~ ~ !/s•v:~1 •17 r ~ \~ /
~•, ~ G `~ _~~ ICS,\M ~d!`~'~ SP[C~E7SY BLEt?J' ~r~ i
~..~ -fir = ~'' ~~ ~ "J ~~ ~j~.'~ ~ -~ I t~~~--~-,1 , .~~, ` '. 'r , f/~ ,"~
~1~1 ~i'~vNx ~~ / ~i.,f ., `~ Rt(1rt }]pl>?~ i~~2~ ~' ,, j~ (~ ~~,-~~ " ~' ,, ~.
IJ
~~
f
~
r~
~
'
,
I /
f -'
,' 1~
! /. ~ ,', rdke ,. '~
;~ .rf,,~•\ -x~~T l ~r~-°
. ~~,,~~--fix ~~I f~, -•r+' / _. w^;t:,, , f ~~ ~~ .r ~~ ~~~,._ ~Z L.
~ ~~tir ~ . ~.-- ~ ~ ~ ~ ~ BRIDGE N0.20~ /~;~,,,~" ~~~ >.~,.
i
('T.~; -ti p
~~~
V `
'
~
+ ~
i
~ ~
i
v
l j 1;~ ~a ~ `
,C "y/'1,l
~ .<' { '
i
~ ~I~
~+
~ /
~
. ~~ / J' ~~~ ~~~1 _ s~ %'Ct^ t ~'~~~ / ~. `.~'/ ~, r 'fit .1. ~~//~~l~ ~~1~ ~ yCQ.1 ~._. =r~o
~(
."'`~~i
~ ~ ~ ~ i~ ~`~
~ '~~~~` ` "~~ ~
`
° ~ :~ ~ /
~~
v C
`
~
~~'
~ ~~
`.,I
.
~
~
. `
F~
"~~
rrt~
t
ry
~~ . ~,
C ~~ ~ ~~I ~Y. ~tll "~i~C ~t),~1r ~ ~ r~~ e~~ /~~~~`~~h ~~ !I ~I \~Y[~~~ I ~:~~.~
fi
~ ~ ,~
~
; °
~
A
'
A
~~
~
~ ~~~
r., 5
~
~
l~
,, ~; ~
~ ~
-~~
..~ (~.
k ~
t ~ r~ ~ .
~/. // ti T () l/ '~~lf
.l; ~~6 ~ ~ ~~ wT~ll rY T{1 \. Y ~/?~\ J-\`~ ~~"~~~~rl~. ;- ~,. ~._ ~t'/~1,
1 1 t~~.;~ ~fil~lkj~ e~=-~~. _ J~i'; ~t ~ ~" ,/"t..,~ ~~~ ~i``.'31~~~~~lh ~~/~' `~ ~(~i!. _
~'/+~ i f'J :~~rI~\~T''. ~~~ ~ (~.I a:l ~[/ J!tll \(~II It t,;~_~/ \ i ~~~/
~
~
/I'
•-~y ~ ? ~_ 1 w
f 1~~/ ~~l.'r/> {.fill ~~"r~~'-~~` r
n
.'`
1~~ 1/
S -
~
l
J \
;c
1
~~.
N
-.
y
~ ~ .
.
(
J
/i
~ I.
~ V
J _. ~ !'~ -J. ~l ] Q^.s ~ 1 I~ , fa '[r n l 3 l 1.. r O 4 ~~ ~ ~ ~
ee~~~f
~
~~~
~
~~~
~ ('
~
~
'
~
~
t
`~
~~
~
~~
~~,~~
~`
I
J!~
~
]
/~
/
(
_
~r~ _'
'
l~ ~
~
~ l rf
19 .
~-r k'~i "G:
f •
./
"
~
_
~~~,~, '~ s 1.1 ~ ~ y~.,, ~ ~\
a
-''
[ ~
~ a
~'Zj~
:
c
~
~
~~• .. `~ ~
'~
~
~~
-
~
~
/ r
e
,~~,
:
~ ,
In
=.
,:
-~S
.~ ~
\
y~
~
~
~
)
~
N. C. DEPT.OF TR~NSPORT~TI'ON
o ~.ooo a,ooo c.coo
e-~ - ~ DIVISION Or HIGH~V~YS
GUILI:ORD COUNTI'
PROJECT: - I3-3b5`?
~1f~1G~ ~~~
~l 1Ls I3RI©GI; X20 OVRR
llEi;I' RIVER ON SR -0121
SHEET' `? OI~ 8 JUNG ?001

vt. t nip .. ~ ~.., ~:('1. ~ ~ ~ - ~ ,:.~ I A r ~ ;. .
: c . ~ ~ - - - ~ - t-. - 0 .tiiti`~ iii,, I i
Lti i r r ~ - ~ `~.. .r r ~ it I ; ~ - _. _ _. 1 _ ., ~
. ~
LLLJJJ
~ P
Q
nf•.i . ~~ I R TH ?
CONDUITS
= E ? , ~ i ~ ~ ~ . - ~r I ~ f EXPOSED Fig r . ~J._%" i G c l~ ~{~ i
j~. .~5,~, RCP_= ' '. ~- ;r -~ ~ ~F ~, Tfc T Fo r ! 11~"~5~ s.~ I
fY-SIDE~A~.Kf _. ~ ER 1 ® _' r _ } a ~ _~ ~"•- ~ ~ ! 4Ft:- ~i~F a--- Q E-111i Iw 2 ELE3's. ~ - i
''AA// F/..~ z- _,- _.~~:- - -_- ~ 'r ~ ~ ~ ~~ .err 1 T'YP -. ~ ~ i
TC T
i
_ . .~_
p , __
-` ~ ~, r t,- - =-----_ -__ _•._ _ '. "r =1 "RCP ~ ~ A
c t ~,1H~13 ., f ~L ,16 ~C DECK DRAINAGE TRUNKLINE " .y
I .-. :~ .,-. , ~ r SUSPENDED FROM I I
- ._
~L CdLLAR ~1
r,
__ r
~ ~ 'l ~ ,_15 _I ~!~u_~_ }_ BRIDGE--- _ ~ .-- ~---- -I= i t•- - -----
~A
_ ~ -
~:1~.~ - ~rl-- ------ ~~-l2-P-VC-- .l.i~a- .. ...~ ~ - _ ~ti0 I \ i
W
--- - - , .
..:.. __;~~,, L RCPT I . 2' MINIMUM ~ 1~ F
U Q C ~ '~ _° t •'- PE-III i,F ~ i SEPARATION- ~ - i TYPE I I .: ~.~_
:
~ -- DET- ~ I F
_ ..
ur~4r~..!-'1.4~1r •-. - ,1..< I~~FI ~ ~II t __ i~ 'F IC ~ = _
.,.
ows ~ -... ~ ~ ~ }_, " z. ;: _~_ -~ t 1.8"C5P~_ Tl`1~E Ilt-' t;.IGRAt'.l'-tl~0'-~
,,
RR
r ~ ~ OUTLE ~ - TH-12 ~ N • S
._1. ,~ . ;• F } 30• CONC BERM '
_, -
w ~ F
'f ROD & LUG / ! , it , , F ', OUTLET
PRAP _ '6 0+58.9 - 1_ I ~'_' _ E!, - ~ _ " SLEEuE GASKET 4 -• .._ .. _- - ~
TON7 SY 7.85 RT ~,, 1^3 ~ ~ ~ ~ C S/TE 1: ,`_ E
o I~ ~_ - ~-- - I s5'± cdNSrtR cr-oN ` i
' o r' CORK/DOR.i•'F R PROPOSED. .
I~H-Iw ' _ ~' '~ 1 WATER M ~ N &~ GAS MAIN ~ ;
t ~ t ~ ~ I °• ~ ) ' ' L 22+56.94 _
-_ -- --~, In f -i 96.48 RT ~, -
,,
;: -
_ I . ! _ __ _
I a
_ ~
j `_ ~ ~ '+-
_ ,, o ~ •
' L 20+85.21
~ - - -- Z i
1 _ ';I 3.14 RT ~ y
__ _ -- - -- (HI~ST R CI P'R PERTI~~, r~ ~ I t ~l,l ~ ~'
1 0 I tl II;_ -I ~,- :~~ ~ -
- ~ r _ ~ ~ ~ I 1 , ~•~ i ~ U 'i. ~ j !rel.
~,-rM - ~ ~~ I. l;
i _ ~
'~ I~' ~ II PR-OP ';-~72" DI RJ FIN/Sff,~D WATER MAfN &
;,
I _6"_ CONCRETE-ENGASED~iSi'EEL G45 MAIN,
'• INSTALL- BY TRENCH & 6:4C(CFILL METHOD, -
USE COFFER DAM FOR STREAM CROSSING
DISTURE3ED AREAS
IMPACTS TO CHANNEL (TOP OF BANK TO TOP OF BANK): `.
"';'`='~ DISTURBED AREA ~ 0.05011 AC '
25 0 50
AREA REQUIRED FOR TEMPORARY
FILL tN CHANNEL FOR COFFER DAM ;, _. ->> `
CONSTRUCTION: 0.00161 AC
DAV7S-MARTIN-POWELL dt ASSOC,. INC. N.C. DEPARTMENT OF TRANSPORTATION
- REPLACEMENT OF h~A1N STREET BRIDGE
ENGINEERING-LANO PLANNING-SURVEYING IN JAMESTO~IN~ NC
6415 OLD PLANK ROAD SITE 1 - STREAM CROSSING AND BUFFER ZONE IMPACTS
-~ HIGH PDINT, NORTH CAROLINA 27265
TO DEEP RIVER. FOR INSTALLATION OF PROPOSED
PHONE [phone]" FINISHED WATER MAIN AND 6" GAS MAIN
--- -- ----- --------~W ZUO _ Ste- I o~ 3

BARRIER
WATER ~ ~ SAND FILL
~~ EDGE WATER
~~
.. ,.,.
~~
PART 2 ~; . ~ ;'
~~ . ; ~-BARRIER
PART 1 -----~J--- -- _LI_-----
~ ~ BOTTOM
SAND FILL PROP. PIPE
SILT FENCE
PLAN PROFIL
CONSTRUCTION SEQUENCE_
1 CONSTRUCTION SHALL BE PERFORMED DURING LOW FLOW PERIODS.
2 CROSSINGS SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT PROHIBIT
THE STREAM FLOW.
3 THE BANK OPPOSITE OF THE COFFER DAM SHALL BE PROTECTED BY SAND BAGS.
THE MINIMUM LENGTH OF PROTECTION REQUIRED IS 25 FT ON EACH SIDE OF
THE COFFER DAM, AT A HEIGHTH OF 24" ABOVE WATER LEVEL. THE EXTENT OF
PROTECTION MAY VARY AS DIRECTED BY THE ENGINEER ON AN INDIVIDUAL BASIS.
4 INSTALL NON-ERRODIBLE BARRIER AROUND 1 /2 OF CROSSING.
5 INSTALL FILTER FABRIC AROUND INSIDE BARRIER,
6 PLACE SAND FILL INSIDE BARRIER.
7 EXCAVATE PIPE TRENCH.
8 INSTALL PIPE.
9 BACKFILL WITH CONCRETE AND/OR EXCAVATED MATERIAL TO ORIGINAL PROFILE.
10 REMOVE SAND FILL.
11 REMOVE FILTER FABRIC AND BARRIER.
12 IMMEDIATELY REVEGETATE STREAM BANK BY SEEDING AND MULCHING,
13 INSTALL TEMPORARY SILT FENCE.
14 RELOCATE TO OPPOSITE SIDE OF STREAM AND REPEAT ABOVE STEPS.
15 AFTER WATER MAIN HAS BEEN INSTALLED AND COFFER DAMS REMOVED,
CONTRACTOR SHALL INSTALL CLASS I RIP RAP WITH FILTER FABRIC AND STONE
UNDERLAYMENT TO STABILIZE STREAM BED.
COFFER DAM STREAM CROSSING
NO SCALE
DAV1S-RIARTIN-PO~i'~LL dt ASSOG,. INC, N,C, DEPARTMENT OF TRANSPORTATION
REPLACEMENT OF MAIN STREET BRIDGE
ENGINEERING-LAND PLANNING-SURVEYING
6415 OLD PLANK ROAD IN JAMEST0I-~N. NC
H1CH POINT, NORTH CAROLINA 27265 SITE 1 - STREAM CROSSING DETAIL
PHONE [phone] FOR INSTALLATION OF
PROPOSED 12' FINISHED WATER MAIN
~1d~_ ZdO~-- sh«.-r-_ ~_ 0~ 3

PROP. -'.36" DI RJ R'iAW WATER MAIM:. '''- ~ I I ,..-
- ; ;~~ ~ _ INSTALL-BY TRENCH.;~& BACItFILL METHOD ~ ~ • , ~ ~ ~ ,; ~
*' ~~ ~__~-- ~' r;l~,~S!'rTE 2:1, ~, SEE DETAIL .,C.. ~ -~ r
~'-, '~, ~' ~~`_~~;~--~--• ';=;~'~, 20'1c30`~ COINSTRUCT/ON ~ w Il `s',.
``~L 20+6967 ~ ''~ ~;ORI~~IDOR FbR PROk~O$~D = ~ ~ ~
. H. -2 .22 Li \ H"1 ~ LTO ~ ~ + I WAT~'~t IU~AIN~,(1iV51DE BZ 2) ~ z ~, ~„
DETAIL ll~r~ ~ \ :II,I ;~, I7.52 LT ~1 ~ , ;~~i,~r ~, PDEr-. ~ ~ ,~
'„ ' -- ~ l ter" f-. 1 , ~ tL ~!, ~. ~q~, ~ ~ ~~~ ~'
t r ~ i t ~ ~ ~ - __ - ~ _ Q ~ ~~t~i~ i ~..L
r~ ,, '~L ~
, Jh i i r~_ A; 1 1
FIB I ~ F'F. :71 : '~1 ?'~ ,~ ~ ~,,..~ rJ ! i jYY •,'~ .~-. +~ •\• -_~ IH'~ , ~' P~E _
U , ; rya _F ~' E ,,,, ,~ a' `` ~_ :: -; CONDUITS ` -----~ ;~ ~
~a, ~~ ~ - I ,r` ~, ~ ,~ ~\ __ --- ; EXPOSED f;r - : r ,.c I '.,~`" '!
~ ;~ '~ fir. ~ t, ~. -~ ~' •~ , . t, ~ ~~ <-' ~ --
_ ~. ai,
- r-~ 151r R_SP= t~ > i ~- ,~F .~r fc T FO ` 1 I 111~"~5F `~-
,t ° .h :~__4~-t---~ ~i~ '~ f~, I, r I~~,>_~~, TYPE-IIII Iw/2 E~ ~ u~.,,
_ ~ ~,
T - -- ~S} TAP '+ '~~-~-;-r-~-,~C-- ~--ku-i~,t r - ,~~w ~-:s ~
....` --
_ ___.( ...-., c - ,.. .. .,.V -~... _ - K
. _- ~.~ ~~~~./ --k ~-_~,~ ,.. ,..,. ..,,., .. ,..~..,.. ~. .......~..,. ~.~_
,, w,
4I ~-HIV Y,.•~; ' I I ~~ IY-•I ~;~~
_ ,.~_ _T==,'' ~ ' ~ H~I~ I ~.~ i ': ,i i'I 16 c-- SuS~PENDED R RoMAGE TRUNKLINE - ~ ~ , , _ ;-~l ,.r.~•
_ ,~ T --„--,BRIDGE---
,,
;- ~-"~"`~ .itr~--s+ J -f-i...':RC~ ~~a~, .t~ ^~~ I '=~c ( ~!}in il.' ~ `;r, ~ TH-
- IAA
~- I ~~ ~ ~ ~ `~ .1 IUKt~I}. t, `(~.1_-r1 i' JL Y..V 1,~ -~ ~ t
_ ~ ~
~4U ~ b .1 `" G =' r ~"' 1 1~ .-1!- _ r,~~ r '` -~l,Ty_ if~P ~~ x-- - -
~7 ~. ~ e =~ ---- 350 ~~ ;1 ~ . R ~~' ~ ~-._. '_~" - `~_' 1 i ~ r, r ~ I j c' ` _' - ~ - -
`' t ~~+s~~..
~~ x' ~'' i I ~ _ -- i ' '~I ~ ~~ _~D~ I ~ ~ ~ .. ~G1~-'~ v .~ 't~-lip ~ ~ ~~~ ~-
t : p .~.,~`~f i - l~._ F -' .1' t~11) i>?E x R; ~ ,. ~ , I, I - I ~ 1 i~..,. ~ I ~ 1 , r I _~ _-1- -'-
I `'Y vR. r~i`tl f i ~~.: "-+~ ~ ~ ~-~ f'~1 I t =.r~.~ao :r. µ ~I .r---_ _ ~` • ~ ~ ~\ ~~.: I ~ ~ }~ T~`..-~ '~'
' ~' ~ $'rCSP- -, ~ \ , ; f ~ 9 8 "~~ P ~ . P • I~-~ Rq ~F=1-
I. _. -_ ..~ CC ,. ~y. .yJ_t
JAWS y --_ ___+..-. --_',.. r ~ ~ ~G I, / \ I..a+a..~'~ °° I '_'.~°. It"1T~ :Ti #~Fr3Y1't'}` 1 ,\ _-
_ __ _ t , 7
...:
r ~ -1 - ~' .' T ~1 'i FAO ~ ~, ~~ N
OU LET ~ I '
__ ,
~'
'' tl ,~(-. i ~~ 30' CONC 'F r~-6~ERM ` ~ Ir'r ,'L~ `~.
.; 1 .,;w ` -_ _, _'-=, ROD & LUG / I ' ! ~~~, ~- OUTLET ~. , i ~ ,.
PRAP ='L 20+58.92 ~, ~.. - _, ~ -~- 44 -~'_ ESL-_ _ _ __. ~ ;BEEF E GASKETi I,1' - ---__ - - - ~:~` _`'
N 1 ~. - L--~-~~-- _ _ F r i.. L~
TONS 6 ,g - , ~ -- - C -
D ,i ~1 ~i . a~ r~ li :~
' _ \,'
~_ I o
~ ~ ~ 1, i"
l,i r I,IC ~ i I ~ ~ o '' ; ` , L 22+56.94 ,~` ~~ ~ ~ ~ ~ ~ ~`~
_ , ~l r ,~~` ~n ~~ ~ i ~ ', 96.48 RT ~'•, ~i al ~ ~ ~' ~ ~s , , ~ .l1
~ ~ { ,
1'l~-h ,t- /~ ~,1 ~I 7D ~ 1 ,1L 20+85.21 i, I I - ( -'`_~ / 4''' c-
_~~,.'-.; .~ ~ ir> z '.. 1133.14 RT r ~ '` I`~~ ,I I Y'',
~ ---- -0' ~ , ' ~ 0T T `~' 111f L - I 1 ~J h ~ ~I
'~-- Q v ''~ H 16T R C ~ P~O P E RTlO' ~ `:, ~ ~. } , ='
f' Ili: :~. I
DISTURBED AREAS
~~41-:'~I~i IMPACTS TO BUFFER ZONE 2:
I ~ DISTURBED AREA a 0.01381 AC
25 0 50
. DAMS-I.tART1N-POWELL dt ASSOC.. -N~ N,C. DEPART}aENT OF TRANSPORTATION
REPLACEC+~ENT OF F.~AIN STREET BRIDGE
ENGINEERING-LAND PLANNING-SURVEYING IN JAls4ESTO1'IN~ NC
6f f 5 OLD PLANK RGWD
HIGH POINT, NORTH CAROLINA 27265 SITE 2 BUFFER ZONE IRIPACTS TO DEEP RNER FOR
PHONE [phone] INSTALLATION OF PROPOSED 36' RAW WATER MAIN
011 GOO S ~ Q-1- 3 0~ "~

v C(
"~
)
~
:~ ~

O ~~
W
~ ~
r ~ m ~
~ ~ Z W
02 ~
w~
~ ~ ~ ~ ~
ZLL o ~~v
w~

~
O ~ J
° ~
~ ~ U ~
a> ~ ww

w O ~ ~
O
v °' m
Z

LL
n

W
W
2
N

r~r
~,
z U ~ p
U
Q
n
.
Z m
C y'
N o
N a

Q' o
N w p
~ tD
N ~
ti
W
LL
LL
fa c ~~
o v
m r
m ~
N ~ n r~ ~
v~
o ~ ~ O
U L
c
U
w
°? ~
c~ c r o
O L
~U

Q N ~ ~ ~ C
'
°: SU E
u
~ LL
Q d fn ~ O

W ~ C

LL
~ N C U
C O t9 p
~ _ °;
N
~~
~
~
C ~
o
?
Q lL
~ =
_
N ~
tC0 ~ L A G
~ crSV m`
a~ g
z
~--'
U
Q m~a
~~~

_ o~
~ _N
~ C
U

4 C ti
0 ~

`
" ~ ~ U
_ m j ~ O
Q
2
~
W
5

W y
=~
LL ~
a
~ ~
E o
~ c
N
C ~
C
1C ~ O
LL d
W
a> W Q: w r

(~ N N
a
o 7
O
p
2~ o ~ w ~ ~
(/7 ~ m 0 m J
a
~ ~ + + a
0

.m o
n
m
o
+

~
~ O
LL N ~ f..
~ O
~
(~ Z

O~O~ W A T ~9QG
r
>_ y
O ~
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water uality
Coleen H. Sullins, D ~ i ector
Division of tet~l#,l'~lity
Febru~
DWQ
Dr. Gregory J. Thorpe, PhD., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina, 27699-1548
Re: Guilford County, Replacement of Bridge No. 20 over Deep River on SR 4121,
Federal Aid Project No. BRSTP-4121(2); State Project No. 82495801; TIP B-3652.
Deep River [03-06-08; WS-IV*]
>~
cfl ~.G~,
co `~
or
APPROVAL of RANDLEMAN RIVER BUFFER RULES AUTHORIZATION CERTIFICATE with
ADDITIONAL CONDITIONS
Dear Dr. Thorpe,
You have our approval, in accordance with the attached conditions, to impact 11,761 square feet of protected riparian
buffers in Zone 1, and 6,534 square feet of protected riparian buffers in Zone 2 for the purpose of replacing Bridge
Number 20 over Deep River on SR 4212 in Guilford County. The project shall be constructed according to your
application dated January 27, 2005 and any conditions listed below. This approval shall act as your Authorization
Certificate as required within the Randleman River Riparian Buffer Rules (15A NCAC 2B .0250). In addition, you
should get any other required federal, state or local pernuts before you go ahead with your project including (but not
limited to) Sediment and Erosion Control.
This approval is only valid for the purpose and design that you described in your application dated January 27, 2005.
If you change your project, you must notify us and you may be required to send us a new application. If the property is
sold, the new owner must be given a copy of this authorization and approval letter and is thereby responsible for
complying with all conditions. For this approval to be valid, you must follow the conditions listed below.
^ All storrnwater runoff shall be directed to sheetflow through stream buffers at nonerosive velocities, unless
approved otherwise by this certification.
^ During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
^ The post-construction removal of any temporary bridge structures will need to return the project site to its
preconstruction contours and elevations. The revegetation of the impacted areas with appropriate native species is
also required.
^ No changes to the horizontal or vertical placement of the stormwater outfall locations, the horizontal or vertical
placement of the culverts, the horizontal or vertical placement of bridges, the horizontal or vertical placement of
gassed swales, or the horizontal or vertical placement of open ditches is permitted without written approval from
the NC Division of Water Quality 401 Wetlands Unit. In addition, no changes to the flow spreader locations or
designs, preformed scour hole locations or designs are permitted without written approval from the NC Division of
Water Quality 401 Wetlands Unit. Any request for changes to the referenced items above will require submittal of
a modification request, with seven copies, and corresponding fees will need to be submitted to the North Carolina
Division of Water Quality.
~~~,r)
8, 2
~5-0 ~~~
ruts
~L*N~
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748

February 17, 2005
Dr. Gregory J. Thorpe
DWQ No. OS-0164
^ Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing
season following completion of construction.
^ All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
^ Pursuant to NCACISA 2B.0250, sediment and erosion control devices shall not be placed in Zone 1 of any
Randleman Buffer without prior approval by the NCDWQ. At this time, the NCDWQ has approved no sediment
and erosion control devices in Zone 1 anywhere on this project. Moreover, sediment and erosion control devices
shall be allowed in 7_,one 2 of the buffers provided that 7_,one 1 is not compromised and that discharge is released as
diffuse flow.
^ All protected riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to
the preconstruction contours and revegetated with native woody species upon completion of the project
construction. Apost-construction as-built with the restoration activities included shall be submitted to the DWQ
no later than 60 days after the project is closed out by the Department of Transportation.
If you do not accept any of the conditions of this authorization, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447,
Raleigh, N.C. 27611-7447. This authorization and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under the "No Practical Alternatives" determination
required in 15A NCAC 2B .0250(2). If you have any questions, please contact Sue Homewood at 336-771-4600 or
[e-mail].
Sincerely,
r~~
Alan W. Klimek, P.E.
Director
cc: US Army Corps of Engineers Raleigh Field Office
DWQ Winston-Salem Regional Office
Central Files
C:\ncdot\TII __\wqc\ buffer authorization.doc
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748

~-
Al STN[ n~
~~ s
3
~s
~~ _
~ ~~
•~~.:~
STATE OF NORTH CAROLINA

~~I CTIJiIiLJ iilli,l 5AI Gf'ih'~ ~ rA~IER GRAI'i+~~
DEPAR'I~NT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
January 27, 2005
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615 ~'
ATTENTION: Mr. John Thomas
NCDOT Coordinator
Dear Mr. Thomas:
LYNDd TIPPETT
SECRETARY
Subject: Nationwide Permit 33 and Randleman Buffer Certification application,
for the replacement of Bridge No. 20 on SR 4121 (Old US 29/70A) over Deep
River, Guilford County. Federal Aid Project No. BRSTP-4121(2), State
Project No. 82495801, NCDOT Division 7, TIP Project No. B-3652, WBS
Element 33198.1.1.
Please find enclosed a copy of the CE, PCN, permit drawings and '/z size plans for the
above referenced project. The CE document states that the existing two lane bridge on
SR 4121 will be replaced with a new hvo lane 185 foot long, single span bridge along the
existing alignment. During construction, traffic will be routed onto a temporary on-site
detour just south of the existing bridge. There are no wetlands in the project area. The
Deep River is located in HUC 03030003 of the Cape Fear Basin and is classified by the
Division of Water Quality as WS-IV*. Temporary impacts to the Deep River total 0.13
acres. Impacts to Randleman Watershed buffers totals 18,295ft2.
Impacts to Waters of the U.S.
Impacts to the Deep River are temporary and consist of 0.13 acres of fill in the Deep
River. There will be no impacts to wetlands and no permanent impacts. Impacts occur
due to the construction of a rock causeway that will be placed in the Deep River. The
rock causeways is necessary to remove the existing interior bridge bents
Demolition: Bridge No. 20 is composed of concrete with an asphalt-wearing surface.
Therefore there is a potential for 434 yd3 of temporary fill to result from removal of the
existing bridge. NCDOT's Best Management Practices for bridge demolition and
removal will be adhered for the removal of this bridge.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITOL BOULEVARD
PROJECT DEVELOPPr1ENT AND ENVIRONMENTAL ANALYSIS PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER WEBSITE: WWW.DON.DOT.STATE.NC.US RALEIGH NC 27699
RALEIGH NC 27699-1598

--
Avoidance, Minimization, and Mitibation
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize wetland impacts, and to provide full compensatory mitigation of
all remaining wetland impacts. Avoidance measures were taken during the planning and
NEPA phases; minimization measures were incorporated as part of the project design and
include:
o In order to avoid impacts to the floodplain, the new bridge structure will
completely span the 100-year floodplain.
• In order to minimize impacts to the Deep River, no bents will be placed in the
water.
o In order to protect the stream buffer, Pre-formed scour holes will be placed north
of the road outside of the buffer.
o In order to prevent erosion to the banks of Deep River, the water from the
temporary detour will flow through a riprap lined channel before it flows
through pipes and discharges into the stream. Pipes will be used because the
banks of the Deep River are very steep.
Due to the temporary nature of the impacts, compensatory mitigation is not proposed.
Randleman Watershed Buffer Rules
The proposed road project impacts an area protected by the Randleman Buffer Rules.
The NCDOT has attached to this permit application information relevant to impacts to
these buffers in the Buffer Permit Drawings. Impacts to stream buffers are comprised of
11,761 ft2 in Zone 1 and 6,534 ft2 in Zone 2 of allowable perpendicular impacts.
Federally Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened are protected under provisions of Section 7 and
Section 9 of the Endangered Species Act of 1973, as amended. As of January 29, 2003,
the Fish and Wildlife Service (FWS) lists one federally protected species for Guilford
County, the bald eagle.
A biological conclusion of "No Effect" was reached for the Bald Eagle as reflected in the
attached CE dated August 2001. No habitat is present in the project area for the bald
eagle.
Rebulatory Approvals
Section 404 Permit: It is anticipated that the construction of the causeways will be
authorized under Section 404 Nationwide Permit 33 (Temporary Construction Access and
Dewatering). We are, therefore, requesting the issuance of a Nationwide Permit 33
authorizing construction of the causeway.
Section 401 Permit: We anticipate 401 General Certifications number 3366 will apply to
this project. In accordance with 15A NCAC ZH .0501(a) we are providing seven copies
of this application to the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, for their records.
B-3652 Permit Application Page 2

Randleman Watershed Riparian Buffer Rules: NCDOT requests that the NC Division of
Water Quality review this application and issue a written authorization for a Randleman
Watershed Riparian Buffer Certification.
A copy of this permit application will be posted on the NCDOT website at:
http://www.ncdot.org/planning/pe/naturalunit/permit.html
If you have any questions or need additional information, please contact Brett Feulner at
[phone].
Sincerely,
~~
~~~-~ ~!-
Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
Cc:
w/ attachment:
Mr. John Hennessy, NC Division of Water Quality (7 copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Gordan, USFWS
Mr. Greg Perfetti, P.E., Structure Design
Mr. David Chang, P.E., Hydraulics
Mr. Jerry Parker, DEO
Mr. J.M. Mills, P.E., Division 7 Engineer
Mr. Mark Staley, Roadside Environmental
w/o attachment
Mr. David Franklin, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, PE, Highway Design
Mr. Elmo Vance, PDEA
B-3652 Permit Application
Paae 3

Office Use Only: ~ ,.- Form version May 2002
"(~ •~
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
^ 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ^
S. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: NCDOT
Mailing Address: Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, NC 27966-1548
Telephone Number:[phone] Fax Number: [phone]
E-mail Address: ~thorpe(a~dot.state.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page I of 8

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topogaphic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size. construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: B-3629: Replacement of Bride 20 on SR 4121 over the Deets River
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-3629
3. Property Identification Number (Tax PIN):
4. Location
County: Guilford Nearest Town: Jamestown
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or Lat/Long): _Pt 30001 36°19'01.82", 81°24' 17.44
Pt 30001 36°19'01.89", 81°24' 18.52
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): _Deep River
8. River Basin: Cape Fear River
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Urban and forestland.
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used: Plans for
replacing the bridge include replacing the current bridge on existing location. Equipment
used will include regular equipment utilized on bridge replacement projects.
11. Explain the purpose of the proposed work: The purpose is to replace the old bridge that is
functionally obsolete and structurally deficient.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain.- .Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Temporary work causeways will be
constructed in the Deep River
Page 3 of 8

2. Individually list wetland impacts below: 0
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Ccntcr at 1-800-358-9616, or
online at h_pt :/hvwtiv.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Ira act Perennial or
Intermittent?
leases eci
1 Temporary
work-pad 0.13 ac Dcep River 18 ft Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
www.us~s•~ov. Several interact sifts also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 4 of 8

Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
ba ,ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Minimization of iurisdictional impacts was accomplished through the use of preformed scour
holes, no bent in the water and spanning the flood plain
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
Page 5 of 8

necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that maybe appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence..shall be placed. on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm aide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at htt~://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Page 6 of 8

Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ^
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ^
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter. _
Yes ® No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Randleman )?
Yes ® No ^ If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s uare feet Multiplier Required
Miti ation
1 11761 3 0
2 6534 1.5 0
Total 18295 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Page 7 of 8

Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (requircd by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (requircd by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application?
Yes ^ No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

2.1 ~ Q S
Applicant/A vent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

NORTH CAROLINA
_ ~ , ~`~r .
~- ~. ~ ?~
~ ` ~ ~ ~~,
l
r--- - ----------- -_ __
- "~
,~ ;
~ ,6o i
~ b, ~
~o ~
~ u~ ~
r i
~ ~ i
~o ~
OOREENSOORO
~~
01 t
yyryTpryN t
' ,'-ii 730 X27
' ]It
~ SlTE 0 i
~ es i
~ ~~~ ~
r i z ~ ~ s ie MILES
NCDOT
DIVISION OF HIGHWAYS
PROJECT:8.2495S01 (B-3652)
~I~~~~~T~ GUILFORD COUNTY '
~. REPLACE BRIDGE N0.20
~~ OVER DEEP RIVER ON SR 4121
SHEET 1 OF S JUNE 200-1

1
,^ ~ \ / ` '1
n ~~~ / ~f ~ ` ,~1~ {~ .~.._ ~ `1 ~F J~~ ..~ S~t i1 ~ ~ + ~ ~ I~ it
~ ~ ~.? ~ - ^~ ,~ X51. lit @~~~ ,~, , , ' ~
O~j .,Q 1 ~ "L ~. Y:7 T : I ~y ? ( ffi .~ •~ L~~~ ~ (~ j~ ~ ~ .
~ ~ ~(C~_ ~~~ ~e*~~ ~~1^.N.l sPraw,~YSi~i`~/ ` °(` ~--~~ ta,~ -''~ . . w`~ ~~~ ` '~ 'C v'
~ ~ , ~ "737' ~ ~~ ~ "'t f
~ '' ` ~ Lake ~
' f~k-~1U~~ ~r,~-~1 r , ~ 5 , -,+~~~ ~ ~./' ~~(, -.,} r ~ BRIDGE N0.20 ~~~i~ ~'~~~~ %~'.~5~ ~ ~~.\:,
~'`'~r {~. ~ '~ ~ • ~: ~~~ - ~ ~ ~ 4 ESL . ~y / ! )~~ `~~ r,~ ~ ,:
~ :~ : -- ~ ~ t
s , /~~~~ ~x ~ )~ s ~•2: ~ ~~x. ~~ ~-_ ~f~ ;~~''.- `rte.? Lf~,,/j~~'(>J « s•S;-~`~t~~~oo "
~~ ~~r:+:[e~~ ":`~.\' ~Q1e~. ~B 1,~~6~~~i ~`; ~; ~-`mac ~t~`~..-,~u,_.i~~~~ ,l:~f~~ ~--: ~(1/
.i u~ ~ }. ~,~°~
,~ / J~ u
!J~,p/ '~•~1.~' ~!~~.r.l ,red" V ,l C7 <, 'r~:~• -.~`v_ rr ~•~..y~ „ >~; ~~ ~-' r''' \ , /.%
o~ !' /.. r, /f" `'•P, ~ . 1 f, ~ 'r= :'1t ~ • 41 w ~r~eo:, ~~-'J ~l;i;~'` 11 ~ :5~ ~~ .~ f r9
~.~.~~11 w~~``;.! ,~,' j1j~ ~~~. ~11~l~t'.fF~.~~I /I~ { fi11~F.~1 =--~~'n'~i~~(~e;.~l~.I ~` -\` ~
.~~~~ 1 ~'.1 ~: `I,' `•~ I ~~,, ~'~/N~~~ \ ?~~,'y~ ~l '.•~~ ,~.L~=`~J 1f/1~~~'•~r\~/i%`'~ .`'. a..:Vl~
~ ~ a.'~1i, ~~ :+-; (! r'~l~ ' ~{:~ .~~{~1TJ.A 1'\1~~~, ~,..~~'~ ~/~(I`i!,'~J (/~) (~?~JN';il ~~1~'` ~`~
~.- ,:: ~ ~. 4 ` `_ _ ~ ~ 1 - `...6 ~1 ` 1l~~. l I ~ C/~~ 11~W 1 `~~-~_l ~, ~xY 1 1 ~~. 4
~ Bsci~~l~~- (/`~r. - ~=~ ._ ~_' ~ I .r ,fa~~c'`,1, / .:~ o"f ~/~~~1 ~~\ `1 . I-,..!,. y ~, / ~i
'^ ') II ~5"~'" ~L ii '/\~~ ~ ~:P~~' o ~ ~ w-fi ~ - !;i; ~ \r~ ~ l ~~~ r•` l: "i ~~~,/'..~• ~' ) w~J~
N. C. DEPT.OF TRr"~NSPORTATION
o z.ooo a,ooo c,coo DIVISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT: - 13-3b52
~'~'~°~j ~~~ BRIDGE #?0 OVER
DEEP RIVER ON SR -0121
SHEET `? OF 8 JUNE ?00-0

p ti
F S N ~
ti fq 6
~ KO
b ~~ ~~~~, ~~~ v
A ~ 999
~ ~
~~~~~o~~~~~~
~~~y~t~~~~ ~~~~~
t~/ ~ = b~ '>~>~
4.dgn
m~~~~°~
Z~Q~~~~~
R~
~.
°m~y `x
t ~' ~~
~o~~~~
~~~~~
z ~~
r~`
1~~~,
r ~ ~ ~
~ ~wQ
~~~~ v~
~~_~,_
~~~ ` '~~
~/~'
„o ~ a
N?~h~y~~s'~ ]Ot ~~ ~,
.OCp~
~`
'' ~"''
.:. ..E- DEEP
/ ~--~_. 1
c-~-~
K
mmm~n mmmin
NVIN-1 V1NN-1 '
~;.;.r pQ;.~, g
f7 to~i b~1 Y3i ~ a _ -~i
~ ~~
LmYY L~>.° ' per, + y~f~rl
y~,v~ wmNV~ n 4 -i
(n~ > _
A1y O"~ ~Ny ny1 1 GI ONr
K -i 0 i O m
~r gr ~ ~ ~y goa
+ ~ -1
in • bi
~~ .. ~ s
~~ 'g a
\ ; v m o 0
y y N N N I'
T ~ T ~ ~~
~,,o
~I~i
~a~
cN
~~
i~
`~~ ~
N
m
N U
O
m .a O
~ 7c7~~ ~ ~ N
N cy O m n~ri
a o0 0 ~ ~
J- ~ 6
~ m q
O ~2° ~
o

f I' E ICI ~ ~ p ~~ ~'U~ b I° ~ R ~~ ~~
It~ ~ ~~ ' ~ 3 $~~
Z ; ~ ~ s~;
78
~ s
1 I i c.. ~ ~ ~ 8
~ _ ~ q
11 3 ca c c 's
.~ i' ~ 9
0
mm
5 I~+~O 77 ~~~
` ~ Hnv
~6 770 ors
~ ~w..
w
~~~ - ~~_
~~~
~~
m 76 __- n
770 I m ° o
~~ ~+ m y
7 I ti / s ~~
V m
m n~~+ .'FIFtt
~~ ~ n X r__ x I----I
;h m .scot x ~e•~a~ __ I I_-~
<,~ ~ I ~ /~-------
m
m ~~ ~ , _ ~ ~ ~a~ ~I
.
~ .. a p I ~~ ~ ~ ~
,.
a -
` I
~.9
1 ~ ~~x ~_ ~~~~~ _I
~ f m i• r -
oz ~~ ~ p, , •JI ---------, I
~ z . ^ I ~ ~ p7r MnaKiit
J p -x, °" -l I I
° <; I'rz px
755., ° ~ ~ I m -
q T
V _ , ~; U 1 cp ,_X_X_x_
r o ~ ~~` ~~ _ul ~ ~°
2 y ~ m~ ! \ O y~l- ~H> p ~ ~j
-~' ~ ~{a ] n
~•~ ~~ ~ V /^ :vr'i II Hip iK0 J m t
~; e ~ - 3 pvo ~~ o~ v° . 4
)~ ~ ^~ vb ~ A ~ ~ `1
~._ 1 I ,~~ i. Ado
A + ~ -~1 C
h.~{~ ~ ~ r~ q I ~ r '~' ~• ;~~. ram. ... . y
p.. -,. ~ . ~ t4-
v
i
e =, ~
~ ~ i
v 1a~ rF ~ l ~ mr ~ u
~ ri,l' ~ ~
{~, ~ - °
P m~s" _ rt > ~w mmmcic~
O ~ ~ zL k ~ > Z
~4 7' ~ l ~~ t Km i i i
;} O O C
•-` ~ }- 4 ` L m.
._:~ , ~. ~ _ 41 ~ DTI t _ ~nx //,,. ~ ~
T T
' Z I G ~~fS ~ s3^ I ~ ~ ~>t ~ ~ ~• :~ ~ i i i
R ~~
ti ~~
=F J
s , L'L S r ,` ~i ~ m mn
`4 ~ ~'~ ~ i ~ :A ~
t ~~_
I 4~ } 4; I ,. F r_1r 3?~-. x xiarr~r` -rcr.°-,.-
~ a ~ ? rt !.' 1 . a~f ~ Ul ~ ~ ytl~ONC C\~ ~
by ~~~ - ~, ~• r~r a' 1
~~,~ ~ y ~ !1~ ~ Y ~~
~~ I ~ I ~
~ - ~ del ; ~ P m ~f
_ ia: 1 ~'. _ a ~~
4
~ ~~ I I ,
Ip ~ O
L~L~ ~ ~~~ ~ ,.
j 1} L-t-_=--
~_ ~ . ~ ~~,
.a I
m ~' T ~ ~ _ ~o 00 ~ trAD ~ TiC GRID
m•
~ ~~ , ' I is ~~ ~~ I ~~ I I
+~• ~ H
_ i a , ),
'(59T 5.6~ ~1530`M ~ ~ ~ `SSe•V ~! ~~~ ~1~~1
ue v _ _ rq.
v ~ N r 1. ~. l V.
e~L
a~ ~ ~ ~ ~~~ !""{ t~ c-j
_ ~ ~
"~ g ~~., I
? ~ ~ \ U ~ ~~
~ ~. ~ i u '~ ~ i>
* _ I_ I i ~~ ~ ~~~~N ~~'1
~-- r•_m
€ I ~ uncm~ '~
''''~~~;y~~ _ _A_ _ ~ r
c ,L^ ~,. ~ pu.~ ~ ~ i
-" - - - - ~ i E u p~m UI
F i

\©3652\63652_rdy_psh4.dgn
~ z ~~
,~
~~~a ~~
O ~ ti M ~ a
~~ q~~ 1 Uf V ti~
~p ~1~~OLif~=i~ ~ I.y
V~~ w N h b
~~~~~~ ~~~ ~n~+
c ~~ N~~ ~$
~ >~ ~
~ ~ ~

.. .. .. . I ~~ ~I ~
e * I

9 I I I ~
I~ PI I
mx I l ~ ~
~ ~
I I
~
0
~ I~~ ~

~ ~ ~ I ~ 9 1

~ 1 1 I I'
p ~~ _ _ II

(1
O
v
A
4
~ ~
~ 1 / !
X /
L k .
x _

~
.

I I
I
I
II
'~

~ ~a
MO ~
I ~
N ~
~ I 11 ~
~ O ~ II
l
f I/ W"' I
0
rn~~,~„~
1~
Z ~~~~~}~~~
`Y y
om~tirOD~
M~'fa"~
fa ~ ~~~o
Z ~h~A
om~ti~oD~ f
0
nO
,Q ~
O
m

m
m
inm T
z~`
~~
~~ i
~ ~ N'.
~z ~r `~ ~~
A~ '/
' I
II
~~ .
N~r' I ~l ~
Q
$0~~~~wN f ~~~ Q~ ~~
~b ~~~cNa tn~l-F~a~~F ~~
\ i ~~F~ ~
y
I
~~
' ~ ~YZ / -~
M~ 01 +
,n ..o o».s ~~'~ ~.
.oc ~
•' ti ~
f~ ~ ^
I v ~ ~' co
~ 3 ~~'o-~
~-}~ ~--
1 } V.'
/ N-_ ~ Qr. Y ~~
/ ~ r E ~ co
9 `~ ~ S h
mmmN mmmN
~ * ~~ o
ti-itir tiHtir y ~ m
pp r- iJ11,./
b'~ ~ i b'~ ~ r ~ "' \
~ N;o 4 N~°o ~ n ...~ ~~m I ~a ~•n~
yN= i N: i ~ r1 ~n ~Ir
v m mm
K~~O 2<NO -~ ^ ~ oI ~Nr I ~tiA ~ws
m =
~T gr ~ ~ ~~ -fin ° ' M~~.,'~~
~ ~ f A~ z ~
a .a
i ~ vmoa ~ ~ ~~
.ZI A N N N ,*
H y T ~ ~ ~~
O f ~
A ~ ~
.~
°a ~:
~ ~ a ~~
~~~
rn~z ~ ?.a
~zm 1~~ ~f
~~ z
~m _ _
~b /_--J ~~oaSSr
m~ o/ pL_.~~ ueQez
99~_?f
~~~ `~~`^
~ ~
to
m
N O a
"~ c ~ ~ ~ N
u ~ o ~ ~,
G)
to = ~ ~ o .;
v0 g
c
A 6 F
O ~P ~,
o
1~
N
~~ ~'? -
p~'~ r ~
[~ i
~
b
I t
... L A
kkk
'~~'~
JJJ111
^3^SS
))
LI~~ 1'
.~
1J ~1 t
t i, i
N ~ ~ ~ I ~ ~~~~ ~
~~ ~~
~~~f I ~ ~~I~ ~
~ `\~li~i) ~I~Ih~
/ 30'frw(, CkG
//~~ Q
~_
I-~
y1 I gyp{< ~ ~
F fl
f \
R~
~YY ~,
Y~
~~~f
I;
~
~ ~
~
~ z
a
.
g
{
v
~C
dd
mmm
~ \\ ~ / ~~~
~~~
~~ /+ ~rN
a \ t 9ms
~, ~ ~ ,~ ~,
T A A
~ /~ ~~~
0
..`
~ ~ ~ ~~, k~« ~~~ 11 ~~
! IY NOCK HALL
~ ~~`~~ I ~ ~ ~X~ I
o, cod ~ ~ ~X`+a•~~ X~ -- ~ I.~-'""~
. ,
•~~ ~., ; ~"/rte-- I
a I
1~
~~~ ~ ~ ~~
° ~ ~~ ~ `I
~~ j~~ ~ ~'~ ~ ~~ _I
!~ ~I 1~ \ ~ ----------~ r-
J \ [~~ 72• MROlMN1 I I
~d~ o IL °" ~ I I
.A ~ Q a X~ X 3
4 ~ ~ ~ D IS L---J
-,3I`y ~\~ Oxl----I
~ 1pesy ~ ~\A~ OOx`,
~~S
O
\ ~~
Ox
~~
~ ;~ q o ~\ ~\
~ ~
,q
p
,
//
~/
~ N~~ tm m_~ \
~l
\
~
iny`
L~ ~'
,gym- ~~ ~~
ti
r ~~
OD
V
p ~ ~ ~~ /4
r ~
O /
/ tU
/ / / / rl ~ .(l PEEP Rl/ER x A
~~
/~-~ .. \
/ / .. w ~~ ~~ \\
•• O ~
I ~
.. ~ -~

~/ ~~ ~~~~~~~~~ r i~~~~ ~~~~ ~
j~ ~- ~ a~
2~ F ~S ~ ~ ~ ~ ~.
.b~ M
,~~au ~
`~~
~ I~~ ~,
aoa• v+ na~T
~i t 'z
o.=A~~
"oo~ ~
N ~ i
rf
I
f ' _ ,_
~ ~ ~ _
~;
~ N
r.
I'
~I
____
/ 1
o O o0
JL~ ~
•~
i ~
1 ` <1- ~ I
~ i~
I -_-
i
73.YH9 in
N h
- m.
A I
~ ~ a a
8
i ~ L-
J ~A _~
r ~ ~ I
'~o=
g
~U
~~
F
-----T-'___
j
m `T~~ ~
~I
~ ~ __
e~ __ ' __
~~ I I ?, I JJ
~ II

~~ i I
g -v ~~
9 ~ ~ Oq~~ o
'~
mmN mmN n ~ ~
NN-1 NN-i
NON UN~U m
ONE OWE r w
W O N
~~o~~o
c~~ ~f^o ~
N ~
-i r
N
N ~
(O
O N
~ } Q Ol 4 6
j x • • ~~
y A N N .
~ . +1 ~1 ~
O
-~ a a -
a N A ff A A N N
C~tD mmtp nO
i a s
~ of A p
O O O
cfD >! ^ ^
w N N N
O O O
., -.
~~
> >.
~~1
A 71 }
s s
ti -i -1
m mm
Nt~D p3 NC GRID
~. ~~
_ 40' C'~ ^_ _ _ __
K C'~
~ ~~ v ~ s ,~
~~
UACAn «~
IONi_Z ~, C'
pyN-m .~. 3
pui'N ~ ~
o=m
i

...
~o
N
O
N
N
N
N
W
N
.A.
N
N
O~
N
V
N
N
~O
t Pflb.dgn

~ W tD O
sm m~~~,~~~~~ `~
$~ ~~~rnmm~~~,
~a ~~b~~~<~~
~i ~~~rn~xrnrn~ C
oz~~Q~~~~~~ m
~~ ~zx ~~m
~~ ~~~ z ~
V A V W V 3
~ h H H H H
°m~~
W
°g
2 ~ 1
~ma
~2N
r2mo
~~
2 Q v
off`
pmA
~~I~
~m
m
y O ~
Q`~NV
a~~~~
mz~;'
y~mOON
°m~~`9~
o `~ ^~ ~2
~o~ii"'„
~L~~
N~N~
0
~~N~
a
~m~ o
V
~~~~
~A2~bm
y ~
~~ O
~ ~
o°~~
o~~N
~~g~
m~~~
~ ~ rn o
• ~ 2 b
2 ~
y m ~
rn~O
p Q W
O~y
OcNN
Byrn
rn~~
V
rn
2
4
10
P
~ ~
g g o
~ •.
t

N
~
bg ~
~ ~
~
°
~ `' x C5
~ AA
o `mil'
v r j
,~
zoo~
~~ rr ~
~
~ ~ ~
~
rn ~~
~' ~~ _
~ Z ~

~~ ~~ ~ g

~~ ~
$
I
~~b a

~ ; ; "-~
fc!.~ fin
~::aH ~~
~
N i
'_~ A Z y~j
~: rC
m
woc~o

- ''_z
a~m'm
~ui_A
u~p N
o-
m
i

~b
~ S~
~ ~
C

gCm"
~O
~la '1
~
a
~ y n F'+„ ~ N T
~z ar ~
a ~ r~ o
~ a ~7
~r 8

o
z~ ~

Z~ Y

i.

lIt

~ z
T ~

~~
N
O
N
N
N
N
W
N
.A.
N
N
O~
N
V
N
OD
N
`Q
s\B3652\63652_Perm~t Pflb.dgn
QO~~ww o
z~ ~~~~~~~m~n~ N
$~ ~~ammMc~c3c~ y
;~' o00 ~ xxx ~
$ ~~~~ Q c
ma z~~rn~~~rn~ ~
oz mb~~~~~~~ m
m~ ~~~= Qom
~~ ~ ~, t ~
x~r,~ g
u~u~uu~u~ ~
$~a~'a O
~~~~ ~N s
~~ ~~ ~~
~~~
i
W
°g
z~~
~mo
mxa
~m~
r~ o
~~
2Q~
°~~
°m~
~~
om
m_
~2`F
~~
o~~o~
mi~~'
yypocn
°m~~`~
oym~
~o~ii''„
aoo~w,§
~N~
~ ~ N ~
n
~~go
~~~~
~~~m
m
02 0
~ ~
O ~ y~ N
~ ~ O
°m~'
~~m°
>2N
2 fD
~ f~Tl ~
m l~jO
~1 Q ~
O~y
O C
~~rn
~~~
rn~
z~
4/99
I
~o
g g o ,
ro
~
' ~~
~~
a~ ~
~ oo
<
+ 2
~ ~
a ~
~ ~
~ ~ r
r ~ ~;~ o
c~ C~~
~` ~
~ z ~
~~ ~~ g
$~ ~ I
~~

~ ,T,~., ~
~
~
l~
L.,...,~ (

PN i
~~.
~
~: ~~
m
ocm
~
w
c
i
~_
dy(Aa n
~N'f~A
U-p N
o-
m
-~
~
4
~ o
~;
ro 8~ ~ ~
gt~" ~O ~io tO1i~ A
~
~ ~
~
az ~~
Z
0
`~~ k e t=7
>
~
~ro 9~
r
o
`~ ~z
4N r ~
~
} O

IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS E3UFFERIMPACT

Site
No.
Station

Fromlfo
Structure
Size
Fill In
Wetlands
ac
Temp. FiII
In Wetlands
ac
Excavation
In Wetlands
ac Interchange
Isolated
Wetland
ac Mechanized
Clearing Fill In SW
(Method III) (Natural)
ac ac
Fill In SW
(Pond)
ac
Temp. Fill
In SW
ac Existing
Channel
Impacted
ft
Relocated
Channel
ft
Enclosed
Channel
ft
Zone
1
ac
Zone
2
ac
Mech
Clear
ac

1 22+10+/. ROCK 0.13
WORKPAD

TOTALS 0 0 0 0 0 0 0 0.13 0 0 0 0 0 0

.g
Y
n
r~
r
z
0

~ v ~
~ ~ ~
~ c
~ x ~
z ~z ~ N ~~ z
~ z~ ~ v~ ~ x ~, y ~
~~ n C" O C~" y `' O ~' ~
~
~ z ~x ~ z ~
~,
~n ~,
m ,~
~ ~,
3 y z
v ~
z
~
c
o
n z ~ ~

x~
~~
~®
y~
~®
~,a
~ ~ ~
~

r° ~
~ N c~z
t~ 3~ ~'~
~ `~~
~ ~~ ~
m

~
~~ o~zC 6
V OW ®~ e~ ~
z n C~ z V Z V z t.~ r..j O CA
~,~ z~ z z z z
Cd n7v n n (~ n
~
~ d
~~ N
~ ~
~ N ~
~,,
0 .~
o ao
N 00
~ 0o
~ Q,
~.
Q`
'
a` o
v
o, 0
u.
,..
~
O V t.7
Cn

=-;-
H

~' r--- --
~ -- --- ---- ~
o
1
_ 1•
1 I
r
1~~(; N 1
. ~ O ~ 1
y
.e
"' 1 I5 s ~
1
1 .
O
i m ~ i
o f o a 1
1 -~

:n m i ~ 1
~ 1 O 1 _
/
_ 1 i -.~ l 1
r; 1 O 1
~ ~
~
.\

~
-ti ~
to 1
_ ~
~~ s~N \ r
~~ m .h
Z0 z 1 1 J
~
w ~ IJ ~~
<~ ~~ 'T~ ~
1 1
1 O v 1 -
l
~ ~ o ~ O
~ 1...... _ .. ~ ~ 1
..... ....1
~
Q .--.
1~.. C:1

z
~; CU ~
_ o ~, ~, ,~~,;
C ~J w

i~ ~h.T
r•~:'
/~1

,o
H
~~~\,
`~. >~_ -i
~r~~
~• .~,
r
-~:~
J~ ~:S
~tl
~~~ + :J
~'\ T~
1 : ('
r
.-.-~ :'T ~~~L'~
T, l
• ~~~ ~i, a.•• .~:
^~~ tL~~ '~;.
,,''~~~ r,~:
~~ S~r~ ~~Si~?

f z ~-~-t~ ~.° --.
;
,
:.. ~~~,
?
~
'
o ~ ` b l
`~ ~i
J~
~~
,.; ~ ~, r d ~ . ~~;

`: ~ .. ~ ~ ~3:
..
~.: ('~
~ ~'
~'
v .~ ~.

C %
~ r
n ~\L
~
ti'

c,
~-

w •.~

C

. Z
\~ ~~,~
l.L~~
_~-
.'~ ; ~~,, '''. Y o '
-- -
o~: _~. ea_ ~~
k ~_ °'~i,~~~~~ ~~, Cam"? f
~\r
G=.\
Y` ~ ~
~ ~.t~~
~~~ ,~~~
.~1 ~.:L~
5~,~
1°~Z

,::~- o,,
.J ~
~C~
rr\1f;'f~~\\Y:

i
~~
~~z
~ ~
. f~r
j,
~
~ ~ ~
,~ ~
~
o~~
~-
i o ~~
o , -
~ i
~ ~~
a
_
~~
y W ]'

I

"O
C7
D
r- N
tl~ rte`
~ -n m _
N ~
I I
I m
~ \
~
~ o
m - m-I ~ 0 0

~N37 ~ ~ ~7

~
~
.. °
~
m '
~ O
~ 1' = y
Z
` `g

~ f
o x
N .1cn~
~,~~
' r-.,.,~
I ~rj
~ W
r O
rn . ~ "0 -ter- ~ - - T O
N ~ ~ ~Rt ~
\
~
C O -p
rn ~
°oo ~ I ~ -n I ~ ~ ~~ ~~
~
~ ~~
~ . - - ~~I- ;
. _ _ _ _
2 oT. /`~
m
ro
Z SEEP RNER O
m~
~C
/
i

~ z
o
'~
~ ~~
~
~
.

~ ~
~
~ ~
~
~ o
'"
C
m
~~ ~
___ _
~~
.xo ~
-- - _ - -

~
~
~
~ 1
'
~
-
- ~ N
~ z ,~ ~ p w ~ Z rn l Zfl I °
I
x ~ ~ o n ~ ~ ~ Z9 ~ ni 0 T I -. ~ PDE
~
~ ~ t~ ~ z x b Z ~. o ~m ~
~- ~ I v
m
,~
~ ~
~ ~,
~ ~
~ ~
~' a
~ e
r..j
~- o.~
~ ~ ~
o
i
i ~
z ;v ~ ~ O ~ ~ o N~~
' m
• a
` ~ ~ ~~a
--3 ~ r
.-mi ~
m~~
I ~;~ ~ ~

~
I - - ~

~ ~ -

~

'

6C
Z \ f ! ~°~ fl X

i
~.D o
I
"Z
~~ -

~ ~
•,+r~.
~. ~
"'
=
`
~
I
I
•~ i~ O o~ o
~_
n
~
/ ~ ~
r I O
D
~ O r
o

N

~

_ ~ -~

4
~W
` ~

~ ~

I

~

D
j I
i

~

~ ..
~
m _
~ -nm
- -n~ m I I i
f
m ~ V~ ~~ ~ o
_ ~ „~ - f ~ ~ ~ o
~
o
m
~
'
-
:
~ - _ N
e zO
Z N
II

~ ~ O ((/~~
-IN9 ~
y-
~ I ~' ..
~
~C~ ~

Ohl
Ohl ~
~ r ~
n H
..°„
~ r (-I
~
o I

, r =
Z~ 9
` z
Z Z Z~ = N vN
O 1,9m
~
I ~ `c r o
hl hl O -p ~~-
~

vl ~ O ~ O

te rn ~ _
~/J'
r- r
- o ~ ~ ~
~ r~ }
Z ~ _-
_=_ -- I ~mI

----- _
-- _
---
2 I
I znl
pool ? -
~
,_
m$ ~~ . ,
SEEP RNER
Z O
~ I o~I
I ~
S ~
/ / /
.
® ~~ ~
x
~, z o

C ~
~
° ~ ~
~ __
-~ _ I_ .mL

~ ~,
'n 7~
~ ~
®
~ C ~
~ ---
-- _
-
-

~
~
z -

o ~
~ ~
~~
°~ ~
~ o
'~
I~
-
f

-
z

~~ ~
~.
o d o

~' ,~
~
Sze o Oz

mo °
~ ' 1
I
o
_x

~

ro~

~ ~
x
~ y

~

i~ ~

? -

~
~
PDE
1 ~
o
~,
x ~ ~ N v ,
~ I . ~

~ t~
~
z x
~ •.
Z o ~ m ~
1 ~
I v
ro
o C~.~
rs ~',
~ '~ ~
'~ ~ ~
~
-+- O~
c~o ~
o _
~.,~ $
I I
~ t m
r-

~ ~ .~ {. `

'
'
-

- ~ I ~
_
~
•.
..
z ._
_~
~ i
Ire
~ ~ ~
~~ ~
~
~
I ~

1 ~
~.
I ~

I
~~
~
I ~~
,~~'
~ ...0
x
6C
-
-- .
- i ~ r .. x

's\B3652\63652_rdy_psl14.dgn
[Y~
N '
r .~
~ ~ ~~~ g~ o
n' ~~ ~b ~
~~4~~fi~~~~~~~
~~~~~~~~~~~~ Q
~~m~~~~w~~~
~~~+~~~~~~b3~ ~
~~ ~~~ zap ~~~
b ~. N ~ H Z
~~ ~
I
orn~-+~op v
~ ~ ~ ~ ~~ ~
~o~~~~~4
x~$~~~~~
~~
1 ~ ~ ~
~b~~
#~,~=6~
Z ~~
~_
ot~i~~`trQ~
~ ~ ~ ~
$0~~~
~~ ~ ,vim
few [~'
Nip ~~~p~ ]~
'~ `I,~
.~
-~ OEEP

PImInN P1 PI PIN ~ • ~ "~
Ititi~ tiHN~ O
r r
b~,~: g~,~: a
i W~o L o~0 3 ~ y €~m
~Kao 2~NO ° rat L ~ 'NrA-.
OH ~y ~ f Y ~m~
.~ ;N ~ ~ ~
.U 'o a
t f O m 0 0
\i j ~~ x x i~
.'ll 9
H y n ~ ~ `~
orn o~
nzio mx
NN ~~
~ ~
2 2 0/ ~~

M
CA >
m~

~ o
o i ~'
r
I

a X41 ~ ~
i O

~- oo ~ ~
~
O ~2° R„~'
~ o
~n

©i
//
11
/I
" s
11
I ~ ~,
Y
/g~ ----
~__~ ~ .m
Io
~ ~yo ~~
p ~
~ ~~ ~
v s g

S ~
Q
' ^ ~~
r s ~~
F ~
,~ 3 ~~
o.om
~~~~' ,~
a
'~
5

mm
~~~
rro°°~ p
qs
~~
r ~
yms
55dd m
A '
~
~ r I
.
, +
~ ~
o~ +~ i
°
oo

ro~
0
0 ~+ I
~~
..
m
K ~
(s -rl-r1
~O ~ ~ ~ ~ I
I ---~ I
~ N9 m ~ C01 Sn Lx ~B'~HL X I I-- A~
v m ~ .I a ~~~ ~ ~~
~ ~ ro~
h, I r
na =
[ '$A \ r
-.
Cv
~ ~ J yr xROVCNt I I
D A o ~~o" ~ I I ~~!
b
l.)•

'~z
I
I
_ ,.

~ \ \\
//
n
~~
z x~~
~ ~
!T- ,_
e A W/~ 'b
i Lt
m ~~ I rJ_
~`" I ~ ~L_ . __ JI
~~II ~~ I ? ,~ J
~~ I '
D
1~--;=__==~
iI
~, ~~
~ ao ~~
~.
~.. ;~
Il~i~
I I ~~
I
A
~_ '
-~~~~ PO~
~~
b ~
'~~--~ LI-= --
I
v
~:9~
Vw,
-x-

PI PIN P1 PIN f ~
NN-1 NN~1 ~
UON wW~
O
~ ~-
•
O
N
CtW NOO
O
K i
~ n
* y
~-~
••• l
b °
y ~ o~
z
"~ ~ 1" o
t("O N 77
j~
NA Y i
N y
r C

O
N

Q ~
.i
w0 N
1
~
Q m 6 0
~~ • • ii
1
.ZI A
ti ~
N - - ^
~ T n ~ ~v

-I
m
a
w N
a ro
c>
z c~
m ~
m n
m rr
m ~

z ro
n
i
~ D A A

CD
=
_
! oo
f~1
N r N
O
~ O
~
-
H y
~
f
-i
-~
A
}
-1
rn ~

-1
m A

-1
m
0
tip EI3 NC GRID I

~ 0
q a~
~
t ~~
o~
~~-` ~
~ I"'
's ~ ~ ~
~ ~
4

~~ a
i° ~
m
~ ~ ~
m: ~ ~ rNi ~~'!
u~criio
m 1
2 ro
~C" ,y
c'S {
_
u~m•m
pUi-y
U-p N
o-m
m
i

io
fn's\D3G52\63G52_rdy_psh4.dgn
s '
~_
~ ~ ~~; Q~
~~ ;~~~~~w~~~
ti ~~ w
~~~~~ ~~~~~Tn
~~~~~d~~ ~~ ~,
~~~~o~~~` ~ ~
~ ~
.. ~
~~~~~~~~~~~o ~
L >a~ ~~ o
~~ ~~3 ~~~ `a$ ~
~ ~~~ ~~
~ ~
i
x
. II
~`;; ~ - 191;11 ~ ~
~ ~, , ~ : II 1;~ II %
0
n O ~~~ ~ ¢„ ,, -- - -Ili II
x"° x~. 'I 11~ ~
A ~ ~ ~I
~ I -III

<m~~~opv
~OL.i~OV~~q
Z ~~~~~~~
~~
ti
om~~~oD~
~~'r°~
~~ ~y
$~~'~"Oj~~m
A
om~~~oDv
~ ~' ~' "`^
W
w~~ o ~ R~~~ ~$
I /
~~~ ~p r.
~~ ._. ~ r
O ~~a
~~ ~ n
„~ o~ n ro ~~~ p~
M?'nT~s~O]°~ l~rN°nMr O~~
ASA~ ~~ : NO ,
1//! I' m g
ice'' 1, ~ . .. ~ ..
_`~_''- -~__ ~ ~ C~
...E~ CLCP loVCR O ~5
a~a
~7
J..
.r
3y
N I flu Ins
y = O ~7 ~ S
mmmN mmmN
NNN-~ NNN~-1 ~ ~ +rn 8

~
-IHHr ~i~-i ~-iP y
r w
~

i~~~o s os°o
~
9
3 ~ x
§ m ~
;gym
...~ \
~ ~a ~~
n {1"1

~
rN
~ mN
~
v
N

~ ~'~ ~
° A ~ ..:
l
G
NCI
~e~ac ~<NO~ r'N~P

~ i

o y
~a:w'
x
~i ~i ~ `~ ~; oa ~ a~w ~~~

*' =i
` ~ j ~~
~
p~
N
O
~ s ~ m

~~
/
~ omva
it i. n i. ~ xT
• / ~
H ~ U N N
. T l ~ ~+
° ,+
\
A
~ spa
~

~~ ~~~ ~
~
~~~ ~
do rvo

s
~
~- - - . .
_ ry s~

~ U1
O
~ ~ ~' > N
M

a ~Q

v ~
~
v r
=~
~

o
'
i O
~ ~ ~
~ ~~ F '.
o
~n
H

m41
fil
N

0
~~
O ma
rn Z
~~
i
i
'II
Il
I~3
~~ ~,~~ n -
A~n
n•
~N~
%~~~
~ S~
~/ ~~0~
t
H
~ _~ , ~ P ,
T ` ~ '~
Q _,4 JMV Zr ;}~ h
~~-~' ~-_ -~ I
- ~~
II
II
II
R
II
I~
II
II
II
II
I
I I.
I I.
I!
I I
o II
~ I~
II
l
I
I~
a
0
©/
~~,Il
~~ ~~
~ ~~
~ I~I~
~^1~-------
N II ~3`
a~
~~
~'
N
lOS RYO y~

~ -~ ~
~ ~
' ~ s~
a 4
~~
z g g~
o. ~ ~~ ~~
~ :a
~i
a
~~~ ~~
.'.mow
r .z
°-

~ ~
1 '" fd r ~ •
41 ' ^ ~~ o~ °o~ r
~~
m DD ( ~ n~
~' ~ ' . ~ /12' NuCK MALL l L
LLL1 ~ ~~ . ~ I_ ~y _ ~ I x~ I I
° ,IC CO flQ ~ .~ fd X 1B"LML XI- I I_-~ ~m
I- ~ ,---_-----
F~ ~ ~~~ F~ ~ €g~ ~l ~
~ ~ m f` \ •i
,~~ ~o a ~ `~ : o I c
"I IIIpI ~'~~~~~ _I
~I 1O~ ~ ----------~ r--
p ~ I ~N
~~~~ \~~\~ ~ x ~Y p j ~ L----~ ty:y
cy~' z VA ~s• x ~ .r
~~~q' ~~OBS} ~~°YC © p ~~k.
~ y~&\ ~\Af1 p ~_x-X-X-
~ nYo~ ~~~ \Q\~
~ Oa o~~ Q o ~\ ~\ 4 ~~
m'~~M m_r \ ~~ mmN mmN v
~ mm~ ~i°n ~ ~ O ~~~ •-Ni~T °
/~- 1020 ~~°y~ \ //
~ ~ 1.1• Z~ i~Y ~~ NNN SONY (Ip~~ r P
~ ° ~ " § ~I
jj ~ C1"O C~O ~ i ~^
n ~
f1 ^ ~
O
l / b ,1 -
S / ~ / ' / ~Ty ~ ~(l pEEP ~~ x Q
~ -
i
i o ~ \ `
S`? f°~ ,
~ mm
m=
e -~
0
~-~ ~ r' ~~
I ~ ~
t
/.. ?..-.
'~ ~ ~ ~~I (
~~ ~ II
rr
I~
F II
I~
.,u
~~ ~~
a 9 ~p~
~ti H ~
_ _
13MH~ .ten
--- e.
_-a-~• <~
:~
N
I I L-
~ \~ -I ~
- -D' -_~

-
~
o `
~ ~
11
i
I
Jl
~ I ?~I
~ '
~
vm ~I
~
~ N
~
I
I~
L
~---=_
~ J-- -
'
>o
~~ Il
~ ~ o o ao
~-
=
~ ~_~
~.
~

-_-
~~
,_
-• T
N
U N
Y ~i
O N ~ a
• D @ D O
~ ~ II • • ..
A A N N .

-1
m
a
- N
a N
C?
2
> r'1
m !'/
m A
m A
W N
G1
Z
1 ~

n
~
~N A
= A
~! A
! p
t
ry

N
N
~ y
l
f~
R
y O 01 V,y

r
r
s
r
a ~
S
3
~
~
s
y
m ti
~
a
-i
m ti
~

-~
m
0
~ ~ >~~ ~~ ~

\ 6U' CMC
\ \
\
\
~ T
O
\
~
\~~ n~
E, ~t

~~~ ~~ ~
~~ zK
~~
f
\~\
9 b ~~ ~ ~
~\ ~
8
\ O
m ~ O
.. ~
` A!
~; RCN
~-m
~"ncr~io
~~
~~

dui,A
I~.
.r
~c r

m
i

~

y
L
E
Uy
Z N O
O m
~
~1
1
(n M
~
-
>_
} ~ m ~'
~a a
~
~ w~
a
~_ ~ ~o~
Z ~
~v
~O ~ N>t~
J
~ ° O
O ~
~ ~ ~
a> ~ ww
~ ~ ~ ~
U n' m
z

LL
Q

F
2

~ ~~
~U~ o
V
Q
C N ~ N r
N H M N
W
LL
LL
m
C ~~
'
O
N
O
~
N ~ h M ~
~ ~
~ o
c U
w
-y
c
o ~ ~ o
d t
~ U
F c
Q c
y ~ N ~ O
~ u'SU E

~
W LL
Q n~ ~
c o

W
V
LL
~ N C U
c d ~
o

N LL ..~
~ ~°
} c ~ ~ o
LL 2
Q

c
C C ~ U
N

~ f0
L ~p
~ O
U~
m
~ ~ ..~
Q c ~i c
a
C
L N ~ f0 U
L - ~p
C7 O G1
O
~ N
~ C
d ° c
> ~ U

0 ry
U ~ ~ O
.Wry C
N
L
LL C
N
E ~ `°
F- c
N
C C
U
- ~
- « ~ O
LL j
>

~
~ y
N
~ W
N
0 W

~ ~
~
~ W

~
,
2~ g a ~ a
~ m o m
a
c ~
o
~ +
~
~ N
Q
~
(Q
y ro
N ~
e F
O
i
~ o
to Z ~

l[~ ~01P ~', ~ ~1~ ~~" cn Tv~ IE','E~
N.~biES AND AUDRESSL'S
PARCEL NO. NAMES
.ADDRESSES
1 CITY OF HIGHPOINT
2 THE HISTORIC JAMESTOWN
SOCIETY, INC.
3 ~~1AR~Y ELIZABETH
PERRY RAGSDALE
~ OAKDALE COTTON MILLS
5 JAMESTOWN VILLAGE
ASSOCIATES, INC.
6 TUCKER ENTERPRISES, INC.
P.O. BOX 230
HIGH POINT, NC 27261
P.O. BOX 512
JAMESTOWN, NC 27282-0512
P.O. BOX 367
JAMESTOWN, NC 27282
P.O. BOX 787
JAMESTOWN, NC 27282-0787•
598 BONNYNECK DR.
GEORGETOWN, SC 29~~0
309 COMMERCE D R.
CHARLESTON, WV 25306-6~Q05
~~~\U~
DI~IISI'ON ~r HIGH~V.~YS
GUILI:~OI~D L'~OUNTY
PROJECT:8.24958U1 (B-3b52)
REPL~.CE BRIDGE N0.2U
OVER llEEP R[VER ON SR -7121
SHI?1?"I' ~i O1~ H .1(J:~`I•; 21)O1

Guilford County
Bridge No. 20 on SR 4121 (Old US 29/70A)
over Deep River
Federal Aid Project No. BRSTP-4121(2)
State Project No. 8.2495801
T.I.P. No. B-3652
CATEGORICAL EXCLUSION
and
PROGRAMMATIC SECTION 4(F) EVALUATION AND APPROVAL
UNITED STATES DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
APPROVED:
~3~1.~ woa~
C~OW32I lON 00
~da~ 3~~~
~.~ ~~
D TE Gregory J. Tho ,Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch, NCDOT
0 0~ .
DA E John F. Sullivan, III
Division Administrator, FHWA

Guilford County
Bridge No. 20 on SR 4121 (Old US 29/70A)
over Deep River
Federal Aid Project No. BRSTP-4121(2)
State Project No. 8.2495801
T.I.P. No. B-3652
CATEGORICAL EXCLUSION
February 2004
Documentation Prepared by:
TGS Engineers
3~Kenneth Burleson,
Project Manager
.np6'.. •'.•C'!.
~y', .. ~..li; is ''~~_
/ `~C~y
. g ~ '. '
- off'- «
'~
~,.
~ r„~+ ~ ~ l7~JC. 4.y a
dye";~!~7~~~~°
~ a~
Date
For the North Carolina Department of Transportation
Project Development and Environmental Analysis Branch
~m~ ~ ~- .
Elmo E. Vance
Project Manager

PROJECT ENVIRONMENTAL COMMITMENTS
Guilford County
Bridge No. 20 on SR 4121 (Old US 29/70A)
over Deep River
Federal Aid Project No. BRSTP-4121(2)
State Project No. 8.2495801
T.I.P. No. B-3652
NCDOT has agreed to the standard Nationwide Permit No. 23 Conditions, the General
Nationwide Permit Conditions, Section 404 Only Conditions, Regional Conditions, State
Consistency Conditions, NCDOT's Guidelines for Best Management Practices for the Protection of
Surface Waters, Design Standard for Sensitive Watersheds, Best Management Practices for Bridge
Demolition and Removal (BMPs-BDR), General Certification Conditions, and Section 401
Conditions of Certification.
Division 7 and Hi hway Design:
1. No in-stream work may occur on this project during a moratorium period of April 1 to May
31, due to the sunfish population.
2. High Quality Sedimentation and Erosion Control Measures will be used due to the DWQ
water quality classification of WS-IV.
3. The project is within the area of the Deep River Basin covered by the Randleman Rules and
NCDOT will comply with the conditions to obtain a "General" Major Variance and submit
a "General" Major Variance form as described in 15A NCAC 2B.0250 to DENR with the
401 Water Quality Certification.
4. A 4-inch (10-centimeter) conduit will be provided on the replacement crossing to
accommodate future expansion ofthe City ofHigh Point Transportation Department's signal
system.
Early and extensive utility coordination efforts will be conducted with local officials from
High Point and Jamestown.
Project Development and Environmental Analysis Branch, Division 7. Highway Design and
Roadside Environmental:
6. The aesthetic design for the project will be developed in consultation with the North Carolina
State Historic Preservation Officer (SHPO) to reflect the character of the azea including: 1)

minimization of tree cutting and impacts to the trees that remain (protective tree measures);
2) development of a landscape plan in consultation'with the property owners and review of
the landscape plan with the North Carolina State Historic Preservation Office (HPO); 3)
inclusion of a two-bar metal bridge rail on a concrete parapet design on the replacement
structure.
7. The new crossing will include clearance for 10-foot (3-meter) wide pathways beneath both
sides of the bridge and NCDOT will allow access for these pathways.
8. Brick sidewalks, matching the brick sidewalks throughout the Town limits and along SR
4121, will be used when replacing the existing sidewalk. All decorative light standards
affected by the project will be replaced.
Categorical Exclusion -Green Sheet
February 2004
ii

Guilford County
Bridge No. 20 on SR 4l 21 (Old US 29/70A)
over Deep River
Federal Aid Project No. BRSTP-4l 21(2)
State Project No. 8.2495801
T.I.P. No. B-3652
INTRODUCTION: The replacement of Bridge No. 20 is included in the 2004-2010 North Cazolina
Department of Transportation (NCDOT) Transportation Improvement Program (TIP) and in the
Federal-Aid Bridge Replacement Program. The location is shown in Figure 1. No substantial
environmental impacts aze anticipated. The project is classified as a Federal "Categorical
Exclusion".
I. PURPOSE AND NEED STATEMENT
Bridge Maintenance Unit records indicate Guilford County Bridge No. 20 has a sufficiency
rating of 37.3 out of a possible 100 for a new structure. The bridge is considered structurally
deficient. The replacement of this inadequate structure will result in safer and more efficient
traffic operations.
II. EXISTING CONDITIONS
The project is located in the southwestern part of Guilford County in the Town of
Jamestown. SR 4121(Old US 29/70A) is also known as West Main Street and Greensboro-
High Point Road. SR 4121 is a two-lane route classified as an urban principal arterial in the
Statewide Functional Classification System. When the Transportation Improvement
Program (TIP) projects and the expected changes in land use aze considered, the current
traffic volume of 15,600 vehicles per day (vpd) is expected to decrease to 14,500 vpd by the
design yeaz. The TIP projects include projects U-2412, R-609, U-2536, I-2402, U-2913, and
U-2524. The projected volumes include 1 percent truck-tractor semi-trailer (TTST) and 3
percent dual-tired vehicles (DT).
In the vicinity of the bridge, SR 4121 has a 29-foot (8.8-meter) pavement width including
one-foot (0.3-meter) paved shoulders. A 5-foot (1.5-meter) sidewalk exists along the north
side of the route in the vicinity of the crossing. The posted speed limit along this section of
SR 4121 is 35 miles (56 kilometers) per hour.
This section of SR 4121 is designated as City of High Point bicycle route 3 (see Figure 1 a).

Jamestown Elementary School is located east of Bridge No. 20 and Guilford County Schools
indicate approximately 4l school buses use this crossing daily.
Four accidents were reported in the vicinity of Bridge No. 20 during the period from July
2000 through June 2003.
Jamestown Apartments are located immediately northeast of the crossing. The only entrance
to Jamestown Apartments is located on SR 4121 approximately 300 feet (90 meters) east of
the bridge. The taper for the left turn lane into the apartment complex begins on the bridge.
City Lake Park, which is operated by the City of High Point, is located immediately
northwest of the bridge. Aone-way exit from the public pool area of the pazk onto SR 4121
is located approximately 200 feet (60 meters) west of the bridge; however, most of the park
traffic uses the main entrance which is located approximately 800 feet (240 meters) west of
the bridge. The park is open from Mazch to December and the park pool is open from
mid-May to September.
The Jamestown Historic District, which is listed in the National Register of Historic Places,
includes properties along SR 4121 including the azea southwest of the bridge. Bridge No. 20,
built in 1926, is not considered eligible for the National Register of Historic Places and is not
a contributing part of the district. The area southwest of the bridge and included in the
district, is a wooded and non-landscaped portion of the former Mendenhall Plantation. The
historic district also includes portions of City Lake Park along the north side of SR 4121.
Several aesthetic enhancements exist along SR 4121 in the vicinity of the crossing. The
Town of Jamestown has added decorative lamp posts and light standards. A brick sidewalk
is adjacent to the north side of the route, east of the entrance to the Jamestown Apartments.
Bridge No. 20 (see Figure 4) is considered to be in fair condition. The crossing is afour-span,
two-lane structure. The clear roadway width is 30 feet (9.1 meters). The superstructure
consists of reinforced concrete deck girders. The substructure contains reinforced concrete
spill-through end bents on spread footings, with reinforced concrete post and web interior
bents on spread footings. A 5-foot (1.5-meter) sidewalk exists on the north side of the
bridge. The overall length of the structure is 169 feet (51.5 meters). The crossing has no
posted weight limit. The roadway is situated approximately 37.5 feet (11.4 meters) above the
river bed.
Utility impacts are anticipated to be high. Utilities are attached to the bottom on both sides
of the existing structure. A 12-inch (30-centimeter) water line is suspended from the south
side and a 6-inch (15-centimeter) natural gas line is suspended from the north side. A power
line is located overhead along the north side of the crossing. Three large conduits for fiber
optic telephone lines cross the river adjacent to the north side of the bridge. A fiber optic
Vaffic signal interconnect cable is in place on the north side of the crossing.
2

III. ALTERNATIVES
A. Project Description
The recommended replacement structure will be a bridge approximately 185 feet
(56.4 meters) long. The replacement structure will require aspill-through abutment
on each end. This proposed bridge length is based on a preliminary hydraulic
analysis. The final design of the bridge will be such that the backwater elevation will
not encroach beyond the current 100-year floodplain limits (see Figure 5). The
length of the new structure may be increased or decreased as necessary to
accommodate peak flows as determined by further hydrologic studies.
Traffic service during construction must be maintained at this crossing since no
adequate detour routes are available. To accommodate the 35,miles per hour posted
speed limit along this section of the route, a design speed of 40 miles (64 kilometers)
per hour will be provided. The roadway grade of the new structure will be
approximately one-foot (0.30-meter) higher than the existing grade at this location.
To accommodate pedestrians, bicycles and motor vehicles, the approaches will
provide a 5-foot (1.5-meter) sidewalk, a planting strip, a 2.5-foot (0.76-meter) curb
and gutter and a 14-foot (4.3-meter) outside lane on the north side; a ] 2-foot (3.6-
meter)center fuming lane; and a 12-foot (3.6-meter) outside ]ane with a 4-foot (1.2-
meter) paved shoulder on the south side (Figure 3). On the replacement structure,
a 53.5-foot (16.3-meter) clear width will accommodate; a 5.5-foot (1.67-meter)
sidewalk, atwo-foot (0.6-meter) gutter and a 14-foot (4.3-meter) outside ]ane on the
north side; a 12-foot (3.6-meter) center turn lane; and a 12-foot (3.6-meter) travel
lane with an 8-foot (2.4-meter) shoulder along the south side.
B. Build Alternatives
The two alternatives evaluated for this project are described below and shown in
Figure 2.
Alternative 1 (Preferred) replaces the structure along the existing alignment at its
existing location. Atemporary on-site detour with a 40-mile (64-kilometer) per hour
design speed alignment to the south of the existing crossing will be used to maintain
traffic service.
Alternative 2 replaces the structure on a new alignment to the south of its existing
location. The alignment. of Alternative 2 would introduce curves into an existing
tangent alignment. The existing structure and approaches would serve to maintain
traffic during construction. Due to the introduction of curves into an existing tangent
alignment, additional estimated costs, and resulting impacts on historic sites,
3

Altemative 2 is not recommended.
C. Alternatives Eliminated from Further Study
Any alternative replacing the bridge to the north would require taking lands from City
Lake Park and relocating the three lazge conduits for fiber optic telephone lines that
cross the river adjacent to the north side of the bridge. Therefore, replacing the
bridge to the north of the existing crossing was eliminated from further study.
The "Do-Nothing" or No-Build alternative will eventually necessitate closure of the
bridge. This is not desirable due to the traffic service provided by SR 4121.
"Rehabilitation" of the bridge is not desirable due to its age and deteriorated
condition.
D. Preferred Alternative
Alternate 1 replaces the existing bridge on the existing alignment, is the preferred
alternate (see Figure 2). A temporary detour structure and approaches will be
provided to the south of the existing structure to maintain traffic on-site during
construction.
To avoid adverse effects to the Jamestown Historical District, several environmental
commitments must be followed during,the project implementation. All sidewalks
and decorative light standards affected by the project will be replaced. Brick
sidewalks, matching the brick sidewalks through out the Town limits and along SR
4121, will be used when replacing the walkway. Tree cutting and impacts to the trees
will be minimized. A landscaping plan will be developed and coordinated with the
SHPO for approval before implementation. The bridge design will include atwo-bar
metal rail on a concrete pazapet.
The local officials from High Point and Jamestown have identified a need for early
and extensive utility coordination efforts. A 4-inch (10-centimeter) conduit will be
provided on the replacement crossing to accommodate High Point's signal system
interconnect.
Alternate 1 was selected because it is the most cost effective, has less impact on
adjacent properties, and is less disruptive to the natural environment in the vicinity
of the project. The selection of this alternate has the concurrence of the City of High
Point, the Town of Jamestown and the NCDOT Division 9 office. This alternative
received the most public support at a public meeting held to present the project
alternatives.
4

IV. ESTIMATED COSTS
The estimated costs for the two alternatives, based on current prices, are as follows:
Alternative 1 Alternative 2
(Preferred)
Structure $692,825 $692,825
Roadway Approaches 307,494 708,362
Detour Structure and Approaches 163,800 N/A
Structure Removal 49,536 49,536
Misc. & Mob. 274,345 430,277
Eng. & Contingencies
~; 262,000 319,000
4
v: K
pi..
~-
~ .~ r~ k~K4

4
Right-of-Way and Utilities 134,000
,. 267,000

The estimated cost of the project, shown in the 2004-2010 NCDOT Transportation
Improvement Program (TIP), is $ l ,040,000, including $200,000 for right-of--way, $700,000
for construction and $140,000 prior years expense.
V. NATURAL RESOURCES
A review of the project area was undertaken to evaluate natural resource features likely to
be affected by the project. Materials and research data in support of this investigation have
been derived from anumber of sources including applicable U.S. Geological Survey (USGS)
topographic mapping (High Point )/ast, NC 7.5 minute quadrangle, 1982), U.S. Fish and
Wildlife Service (FWS)National Wetlands Inventory (NWI) mapping (High Point Fast, NC
NWI quadrang1e,1995), and aerial photography.
A. Methodology
Bridge No. 20 is located along SR 4l 2 ] (West Main Street) at Deep River within the
town limits of Jamestown (see Figure 1). The study corridor includes the charuiel
and a portion of the floodplain adjacent to Deep River. The Deep River flows over
the High Point Lake dam approximately 450 feet (137.2 meters) north of Bridge No.
20 and enters the study corridor from the north, then flows under the subject bridge
and exits the study corridor to the south. Land use within the study corridor is
principally urban/suburban land containing paved impervious surfaces and

landscaped or maintained areas. The land use includes a successional shrub
assemblage (disturbed Piedmont Levee Forest), scattered trees along both banks, and
a small, mature Piedmont Levee Forest.
Bridge No. 20 was visited on July 18, 2001. During the site visit, the study corridor
was walked and visually surveyed for substantial features. For purposes of the field
investigation and to assure proper area coverage of both alternatives, the study
corridor was assumed to be approximately 1850 feet (564 meters) in length, with a
width extending approximately 200 feet (61 meters) south and 100 feet (30.5 meters)
north of the SR 4121 centerline. Plant community impact calculations provided in
this report aze based on corridors centered on each of the two alternatives. Final
impacts will be limited to cut-and-fill boundaries of the constructed alternative.
Special concerns evaluated in the field include 1) potential habitat for protected
species and 2) wetlands and water quality protection in Deep River.
Plant community descriptions aze based on a classification system utilized by North
Carolina Natural Heritage Program (NHP) (Schafale and Weakley 1990). When
appropriate, community classifications were modified to better reflect field
observations. Vasculaz plant names follow nomenclature found in Radford et al.
(1968), with adjustments made to reflect more current nomenclature (Kartesz 1998).
Jurisdictional areas were evaluated using the three-parameter approach following
U.S. Army Corps of Engineers (COE) delineation guidelines (DOA 1987).
Jurisdictional areas. were characterized according to a classification scheme
established by Cowazdin et al. (1979). Geographical distribution and habitat
requirements ofterrestrial wildlife and aquatic organisms mentioned in this document
were obtained by supportive literature (Webster et al. l 985, Potter et al. l 980, Martof
et al. 1980, Rohde et al. 1994, Menhinick 1991, Palmer and Braswell 1995). Fish
and wildlife nomenclature follow current standards. Water quality information for
area streams and tributaries was derived from available sources (DWQ 2000a, DWQ
2000b). Quantitative sampling was not undertaken to support existing data.
The U.S. Fish and Wildlife Service (FWS) listing of federally protected species with
ranges extending into Guilford County was obtained prior to initiation of the field
investigation. In addition, NHP records documenting presence of federally or state
listed species were consulted before commencing the field investigation.
B. Physiography and Soils
The study corridor is located within the Piedmont physiographic region and is
underlain by the Mixed Felsic and Mafic soil region. In this region, close associations
of acidic crystalline and more basic rocks results in very complex soil patterns
(Daniels et al. 1999). The landscape is characterized by broad, gently sloping
uplands, narrow convex ridges, and moderately steep valley slopes. Study corridor
elevations rise from approximately 710 feet (216.4 meters) National Geodetic
6

Vertical Datum (NGVD) at stream side to 800 feet (243.8 meters) NGVD at the
westem terminus of the study corridor (High Point East, NC USGS quadrangle).
The Natural Resources Conservation Service (SCS 1977) indicates that several soil
series are mapped within the study corridor. The series are Chewacla sandy loam
(Fluvaquentic Dystrochrepts) and Madison clay loam (Typic Hapludults) along the
channel of Deep River, Enon fine sandy loam (Ultic Hapludalfs) and Madison clay
loam (Typic Hapludults) on side slopes along the channel, and Enon clay loam (Ultic
Hapludalfs), Mecklenburg sandy clay loam (L/ltic Hapludalfs), Mecklenburg-Urban
land complex, and Vance-Urban land complex on upper stream terraces. Chewacla
soils are considered non-hydric within Guilford County, but can contain inclusions
of the hydric series Wehadkee (MRCS l 996). All of the other soils occurring in the
study corridor are non-hydric, and without hydric inclusions.
Chewacla sandy loams aze somewhat poorly drained, moderately permeable soils
formed from recent alluvium deposited from medium to lazge streams. Chewacla
soils occur in long, flat map units on floodplains. Within the study comdor, this
series is mapped on the floodplain adjacent to both sides of the Deep River.
The Madison series consists of well drained, moderately permeable soils weathered
from acid micaceous metamorphic rock. Madison soils occur on long, narrow side
slopes. This series is mapped on the floodplain west of Deep River and adjacent to
the Chewacla soils within the study corridor.
The Enon series consists of well drained, slowly permeable soils weathered from
diorite, gabbro, hornblende schist, or mixed acidic and basic rocks. This series
occurs on interstream divides or on side slopes. Within the study corridor, this series
is mapped on the floodplain east of Deep River and adjacent to the Chewacla soils.
Mecklenburg soils aze well drained, slowly permeable soils weathered from dark
colored basic rocks such as diorite, gabbro, and hornblende schist. These soils are
found on interstream divides or on long, narrow side slopes. This series is mapped
on the floodplain in a narrow band in the west of the study comdor adjacent to the
Madison series.
Soils are often modified by humans by cut and fill and are classified as "Urban"
when built upon or "Pit" when substantial amounts of topsoil have been removed.
The study corridor is located in an urban area in which much modification of the soil
has occurred. Mecklenburg and Urban series together make up the Mecklenburg-
Urbancomplex due to the difficulty of mapping such intricately mixed series. These
complexes are located at the eastern and western extremes of the study corridor:
The Vance-Urban complex consists of about 40 to 60 percent Vance soils (Typic
Hapludults). The Vance series are well-drained, slowly permeable soils that formed

in residuum weathered mainly from aplitic granite. Vance soils are found on narrow
ridges and long narrow side slopes. The Vance-Urban complex occurs at the
northeast quadrant of the study corridor.
C. Water Resources
1. Waters Impacted
The study corridor is located within sub-basin 03-06-08 of the Cape Feaz
River Basin (DWQ 2000a). This area is part of USGS accounting unit
03030003 of the South Atlantic-Gulf Coast Region. The section of Deep
River crossed by the subject bridge has been assigned Stream Index Number
17-(3.3) by the N.C. Division of Water Quality (DWQ 2000b).
2. Stream Characteristics
Deep River is a fourth-order ,stream within a watershed primarily
characterized by residential, agricultural, and urban land. Within the study
corridor, Deep River is wide, exhibits weak sinuosity with poorly developed
riffle/pool sequencing and flow. Stream width is approximately 18 feet (5.5
meters) at the point of the bridge crossing. The banks drop steeply from the
floodplain approximately 12 feet (3.7 meters) on the west side of the stream
and approximately 6 feet (1.8 meters) on the east side. The substrate is
composed primarily of coarse sand and rocks with an organic muck from
decaying algal mats.
During the field survey, the water level was below bankfull, flow velocity
was stagnant, and depths along the study corridor varied from 0.5 to 4.0 feet
(0.2 to 1.2 meters). Persistent emergent aquatic vegetation was not observed.
Copious algal mats covered most substrate and floated free in the water. The
stream was millcy during the field visit, with visibility to the bottom impaired
beyond several feet.
Classifications are assigned to waters of the State of North Carolina based on
the existing or contemplated best usage of various streams or segments of
streams in the basin. A best usage classification of WS-IV* has been
assigned to Deep River. Class WS-IV denotes protected water supply waters
that are generally in moderately to highly developed watersheds; point source
discharges of treated wastewater are permitted under certain restrictions, and
local programs to control nonpoint source and stormwater discharge of
pollution are required. Class WS-IV waters are suitable for aquatic life
propagation and survival, fishing, wildlife, agriculture, arid secondary
recreation. Secondary recreation refers to wading, boating, and other uses not
involving human body contact with waters on an organized or frequent basis.
8

The designation "*" identifies waters that are within a designated Critical
Supply Watershed and are subject to a special management strategy. This
project is within the area of the Deep lover Basin covered by the Randleman
Rules described in 15A NCAC 2B.0248-.0250. No designated Outstanding
Resource Waters (ORW), High Quality Waters (HQW), Water Supply I (WS-
I), or Water Supply II (WS-II) waters occur within 1.0 mile (1.6 kilometers)
of the study corridor. The Deep River, above High Point Lake (2.2 miles [3.5
kilometers] upstream of the study corridor) and below SR 1334 (0.8 mile [ 1.3
kilometers) downstream), is designated as a watershed Critical Area (CA).
The Division of Water Quality (DWQ) has initiated awhole-basin approach
to water quality management for the 17 river basins within the state. Water
quality for the proposed study corridor is summarized in the Cape Fear River
basin management plan. Water quality in Deep River is currently designated
Fair based on macroinveriebrate samples. The stream has been monitored
approximately 1.0 mi le (1.6 kilometers) downstream ofthe study corridor and
currently has a use support rating of Partially Supporting. Sub-basin 03-06-
08 supports two major point-source dischargers responsible for discharging
17.7 million gallons per day (67.0 million liters per day). No major point-
sourcesdischarge into Deep River upstream of the project corridor. The sub-
basinsupports 25 minor point-source dischargers responsible for discharging
10.3 million gallons per day (39.0 million liters per day). Non-point source
pollution, water treatment, and agriculture are the prime sources of
impairment within this sub-basin (DWQ 2000a).
3. Anticipated Impacts to Water Resources
A) GeneralImpacts
Both proposed project alternatives include complete bridging of Deep River
to maintain the can ent water quality, aquatic habitat, and flow regime.
Temporary construction impacts due to erosion and sedimentation will be
minimized through implementation of a stringent erosion control schedule
and the use of Best Management Practices (BMPs). The contractor will
follow contract specifications pertaining to erosion control measures as
outlined in 23 CFR 650 Subpart B and Article 107-13 entitled "Control of
Erosion, Siltation, and Pollution" (NCDOT, Specifications for Roads and
Structures). These measures include the use of dikes, berms, silt basins, and
other containment measures to control runoff; elimination of construction
staging areas in floodplains and adjacent to waterways; re-seeding of
herbaceous cover on disturbed sites; management of chemicals (herbicides,
pesticides, de-icing compounds) with potential negative impacts on water
quality; and avoidance of direct discharges into streams by catch basins and
roadside vegetation.
9

For both alternatives, the proposed bridge replacement will allow for
continuation ofpre-project stream flows in Deep River, thereby protecting the
integrity of this waterway. Long-term impacts resulting from construction are
expected to be negligible. In order to minimize impacts to water resources,
NCDOT's Best Management Practices (BMPs) for the Protection of Surface
Waters will be strictly enforced during the entire life of the project.
B) Impacts Related to Bridge Demolition and Removal
During removal of the existing bridge, there is potential for components of
the deck and rails to be dropped into waters of the United States, resulting in
a temporary fill of approximately 433.64 cubic yards (331.5 cubic meters).
NCDOT's BMPs for Bridge Demolition and Removal will be applied for the
removal of this bridge
D. Biotic Resources
1) Plant Communities
Three distinct plant communities were identified within the study corridor:
Piedmont Levee Forest, disturbed Piedmont Levee Forest, and
disturbedlmaintained land. Piedmont Levee Forest and disturbed Piedmont
Levee Forest are treated as one natural community by Schafale and Weakley
(1990) but have been separated here due to substantial differences in structure
and composition. These plant communities are described below.
Piedmont Levee Forest- this community is limited in extent to the
floodplain and banks of the Deep River. Piedmont Levee Forest occurs in the
southwest portion of the study corridor. The Piedmont Levee Forest is
characterized by a closed canopy and well-developed shrub and herbaceous
layers. Trees include American sycamore (Platanus occidentalis), tulip
poplar (Liriodendron tulipifera), green ash (Frazinus pennsylvanica),
boxelder (Ater negundo), sugar maple (A. barbatum), red maple (A. rubrum),
willow oak (Quercus phellos), and American elm (Ulmus americana). A
prominent shrub layer includes saplings of the canopy as well as paw-paw
(Asimina triloba), bladdernut (Staphylea trifolia), hazelnut (Corylus
americanus), swamp dogwood (Corpus amomum), spicebush (Lindera
benzoin), red bud (Cercis canadensis), bitternut (Carya cordiformis),
American beech (Fagus grandifolia), black willow (Salix nigra), and mimosa
(Albizia julibrissin). Herbaceous groundcover is dominated by winged stem
(Verbesina alternifolia), false nettle (Bohmeria cylindrica), river oats
(Chasmanthium latifolium), Solomon's-seal (Polygonatum bijlorum), false
Solomon's-seal (Maianthen:um racemosum), and may-apple (Podophyllum
peltatum).
10

Disturbed Piedmont Levee Forest- The disturbed Piedmont Levee Forest
is characterized by a broken canopy and a dense, mixed growth of shrubs and
groundcover. Trees include boxelder, black locust (Robinia pseudoacacia),
black cherry (Prunus serotina), and golden rain tree (Ailanthus altissima).
The understory consists of escaped exotics such as `helleri' holly (Ilex
crenata var. helleri), `rotunda' holly (Ilex cornuta var. rotunda), Chinese
privet (Ligustrum sinense), and golden rain tree. Herbaceous groundcover
includes winged stem (Verbesina alternifolia), false nettle (Bohmeria
cylindrica), Japanese grass (Microstegium vimineum), Indian strawberry
(Duchesnia indica), jewelweed (Impatiens capensis), blackbeny (Rubus sp.),
and various knotweeds (Polygonum spp.) which are common near stream
edges and sites with little canopy coverage. Scattered vines are common
along ecotonal boundaries and include poison ivy (Toxicodendron radicans),
greenbrier (Smilax rotundifolia), Japanese honeysuckle (Lonicera japonica),
morning glory (Ipomea sp.), trumpet creeper (Campsis radicans), grape (Vitis
sp.), English ivy (Hedera helix), and Virginia creeper (Parthenocissus
quinguefolia). These vines may prevent or delay succession to mature
Piedmont Levee Forest.
Disturbed/Maintained Land - Distwbed/maintained land occws along the
SR 4121 right-of--way and within private property adjacent to the northeast
and southeast sides of SR 4121. The roadside right-of--way area is
approximately 10 feet (3.0 meters) wide. These areas support anherb/grass
assemblage which includes bluegrass (Poa sp.), fescue (Festuca sp.),
goldenrod (Solidago sp.), blackberries, vetch (Vicia sp.), lespedeza
(Lespedeza sp.), pokeberry (Phytolacca americans), and butterfly weed
(Asclepias sp.). Shrubs and saplings within this assemblage include Chinese
privet, golden rain tree, crepe myrtle (Lagerstroemia indica) redbud,
boxelder, and black locust.
2) Plant Community Impacts
Plant community impacts are estimated based on the amount of each plant
community present within the alternative corridors. A summary of potential
plant community impact areas within the alternative corridors is presented in
the following table.
From an ecological perspective, impacts of upgrading existing road facilities
are minimal for same location alternatives (Alternative 1). Alternative 1 will
result in less than half the permanent impact area of Alternative 2. Total
plant community areas within Alternative l are approximately 60 percent of
those encompassed by Alternative 2, because Alternative 1 utilizes a
temporary detow rather than a new alignment. Both altematives will require
removal of matwe Piedmont Levee Forest. No new fragmentation of plant

communities will be created by either alternative, as either project will result
only in relocation of community boundaries. Both alternatives may only
claim narrow strips of adjacent natural communities.
Plant Community Impacts within Alternative Corridors. Area of each
plant community impacted by each alternative. Measurements are given in
acres (hectares).
Plant Alternative 1 (Preferred) Alternative 2
Community
Temp. Perm. Total Temp. Perm. Total
Disturbed/ ~ 11 0.19 0.30
0 0.03 0.93 0.96
Maintained .
(0.04) (0.08) (0.12)
(0.01) (0.38) (0.39)
Land
Piedmont 0.29 0.37 0.66 0.08 0.90 0.98
Levee Forest (0.12) (U.1 S) (0.27) (0.03) (0.36) (0.39)
Disturbed 0.09 0.36 0.45 O.OS 0.41 0.46
Piedmont (0.04) (0.1 S) (0. l 9) (0.02) (0.17) (0. l 9)
Levee Forest
TOTAL: 0.49 0.92 1.41 0.16 2.24 2.40
(0.20) (0.38) (O.SB) (0.06) (0.91) (0.97)
Roadside-forest ecotones typically serve as vectors for invasive species into
local natural communities. An example of an undesirable invasive species
utilizing roadsides is kudzu (Pueria montana). The establishment of a hardy
groundcover on road shoulders as soon as practicable will limit the
availability of construction areas to invasive and undesirable plants.
3) Wildlife
Eastern chipmunk (Tamiasciurus hudsonicus) was the only mammal species
observed within the study corridor; however, tracks were observed of raccoon
(Procyon lotor). Other Mammals expected to occur within the study corridor
include eastern mole (Scalopus aquaticus), eastern pipistrelle (Pipistrellus
subllavus), eastern cottontail (Sylvilagus floridanus), gray squirrel (Sciurus
carolinensis), white-footed mouse (Peromyscus leucopus), and Norway rat
(Rattus norvegicus).
12

Bird species that were identified during the field visit aze northern cardinal
(Cardinalis cardinalis), Carolina chickadee (Poecile carolinensis), barn
swallow (Hirundo rustica), blue jay (Cyanocitta cristata), broad-winged
hawk (Buteo plarypterus), and eastern towhee (Pipilo erythrophthalmus).
The stream-side habitat may also be expected to support northern flicker
(Colaptes auratus), common yellowthroat (Geothlypis trichas), red-
shoulderedhawk (Buteo jamaicensis), turkey vulture (Cathartes aura), barred
owl (Strix varia), belted kingfisher (Megaceryle alcyon), tufted titmouse
(Baeolophus bicolor), white-breasted nuthatch (Sitta carolinensis), and gray
catbird (Dumetella carolinensis).
An American toad (Bufo americanus) and afive-lined skink (Eumeces
faciatus) were observed within the study corridor. Species that might be
expected in this habitat (Conant and Collins 1991) are northern cricket frog
(Acris crepitans), gray treefrog (Hyla versicolor), ringneck snake (Diadophis
punctatus), rat snake (Elaphe obsoleta), and eastern box turtle (Terrapene
Carolina).
No aquatic amphibian or reptile was observed during field investigations.
Deep River provides suitable habitat for aquatic and semi-aquatic reptiles
including snapping turtle (Chelydra serpentina) and northern water snake
(Nerodia sipedon). Typical amphibian species for this habitat type include
green frog (Rana clamitans) and southern two-lined salamander (Eurycea
cirrigera).
Two mollusk species were observed within the study corridor, the Asian clam
(Corbicula fluminea) and another lazger, unidentified pelecypod (bivalve).
Crayfish and damselfly nymphs were observed in-stream.
No sampling was undertaken in Deep River to determine fishery potential.
Many small minnows and some lazge fish, bream and lazge-mouth bass
(Micropterus salmoides), were seen during visual surveys. Species which
may be present in Deep River include golden shiner (Notemigonus
crysoleucas), bluehead chub (Nocomis leptocephalus), greenfin shiner
(Notropis chloristius), spottail shiner (N. hudsonius), whitemouth shiner (N.
alborus), margined madtom (Noturus insignis), tessellated darter
(Etheostoma olmstedi) and redbreast sunfish (Lepomis auritus). Migratory
fish aze not expected to occur within the study comdor.
According to the North Carolina Wildlife Resources Commission (WRC)
(letter dated January 2, 2001), the Deep River just below High Point Lake
contains good numbers of sunfish and may support a tailrace fishery. The
WRC requests that no in-water work be performed from April 1 to May 3l.
13

4) Wildlife Impacts
Due to the limited extent of infringement on natural communities, the
proposed bridge replacement will not result in substantial loss or
displacement ofknown terrestrial animal populations. No substantial habitat
fragmentation is expected since potential improvements will be restricted to
or adjoining existing roadside margins. Construction noise and associated
disturbances will have short-term impacts on avifauna and migratory wildlife
movement patterns. Long-term impacts are expected to be inconsequential
for both alternatives. Impacts associated with turbidity and suspended
sediments resulting from construction of bridge bents will affect benthic
populations on a short-term basis. Temporary impacts to downstream
habitats from increased sedimentation during construction will be minimized
by the implementation of stringent erosion control measures and continual
inspection.
E. Special Topics
i) R'aters of the United States
Surface waters within the embankments of Deep River are subject to
jurisdictional consideration under Section 404 of the Clean Water Act as
"waters of the United States" (33 CFR Section 328.3). Deep River is
chazacterized on NWI mapping as a riverine, lower perennial, permanently
flooded stream with an unconsolidated bottom (R2UBH). The field visit
verified this chazacterization, finding Deep River to be a perennial stream
with an unconsolidated bottom of sand, gravel, and pebbles.
There is potential that components of the bridge deck and rails may be
dropped into waters of the United States during construction. The resulting
temporary fill associated with bridge removal is approximately 433.64 cubic
yards (331.5 cubic meters). In consideration of surface water impacts, this
project can be classified as Case 2, where no in-stream work may occur
during the moratorium period of April 1 to May 31, due to the sunfish
population. In addition, restrictions outlined in Best Management Practices
for Protection of Surface Waters must be followed. NCDOT will coordinate
with the various resource agencies during project planning to ensure that all
concerns regarding bridge demolition are resolved.
2) Permits
Vegetated wetlands are defined by the presence of three primary criteria:
hydric soils, hydrophytic vegetation, and evidence of hydrology at or near the
surface for a portion (12.5 percent) of the growing season (DOA 1987). No
14

vegetated wetlands subject to jurisdictional consideration under Section 404
of the Clean Water Act as "waters of the United States" (33 CFR Section
328.3) occur within the study corridor.
Within the study corridor, jurisdictional areas are limited to the open waters
of Deep River. Replacement of Bridge No. 20 will result in no permanent
impacts to jurisdictional areas.
3) Permit Requirements
This project is being processed as a Categorical Exclusion (CE) under Federal
Highway Administration (FHWA) guidelines. The COE has made available
Nationwide Permit (NWP} #23 (61 FR 65874, 65916; December 13, 1996)
for CEs due to expected minimal impact. DWQ has made available a
General 401 Water Quality Certification for NWP #23. However,
authorization for jurisdictional area impacts through use of this permit will
require written notice to DWQ. In the event that NWP #23 will not suffice,
minor impacts attributed to bridging and associated approach improvements
are expected to qualify under General Bridge Permit 031 issued by the COE.
Notification to the COE is required if this general permit is utilized.
4) Mitigation
Fill or alteration of streams may require compensatory mitigation in
accordance with 15 NCAC 2H .0506(h). Compensatory mitigation is not
expected to be offered for this project due to the avoidance of impacts to
jurisdictional azeas. Utilization of BMPs is recommended in an effort to
further minimize impacts. A final determination regazding mitigation rests
with the COE and DWQ.
F. Rare and Protected Species
1. Federal Protected Species
Species with the federal classification of Endangered, Threatened, or officially
Proposed for such listing are protected under the Endangered Species Act (ESA) of
1973, as amended (16 U.S.C. 1531 et seq.). The term "Endangered species" is
defined as "any species which is in danger of extinction throughout all or a
significant portion of its range", and the term "Threatened species" is defined as "any
species which, is likely to become. an Endangered species within the foreseeable
future throughout all or a significant portion of its range" (16 U.S.C. 1532). $ald
eagle (Haliaeetus leucocephalus) is the only federally protected species listed for
Guilford County (February 18, 2003 FWS list). Bald eagle is considered
l5

"Threatened" by FWS, and has been proposed for delisting.
Bald Eagle -The bald eagle is a large raptor with a wingspan greater than 6.0 feet
(1.8 meters). Adult bald eagles are dark brown with a white head and tail. Inunature
eagles are brown with whitish mottling on the tail, belly, and wing linings. Bald
eagles typically feed on fish but may also take birds and small mammals. In the
Carolinas, nesting season extends from December through May. Bald eagles
typically nest in tall, living trees in a conspicuous location neaz open water. Eagles
forage over lazge bodies of water and utilize adj acent trees for perching. Disturbance
activities within a primary zone extending 750 to 1500 feet (229 to 458 meters) from
a nest tree are considered to result in unacceptable conditions for eagles (FWS 1987).
The FWS recommends avoiding disturbance activities, including construction and
tree-cutting within this primary zone. Within a secondary zone, extending from the
primary zone boundary out to a distance of 1.0 mile (1.6 kilometers) from a nest tree,
construction and land-clearing activities should be restricted to the non-nesting
period. The FWS also recommends avoiding alteration of natural shorelines where
bald eagles forage, and avoiding substantial land-clearing activities within 1500 feet
(457.2 meters) of known roosting sites.
The study corridor contains no lazge bodies of open water that might serve as bald
eagle habitat. The nearest large body of water, High Point Lake, is approximately 0.8
mile (1.3 kilometers) to the north. Tall, old trees which might serve as perching sites
dp grow neaz the stream, but lack of open water access is probably. a key limiting
factor for the species within the study corridor. NHP records document no
occurrences of bald eagle within 5.0 miles (8.0 kilometers) of the study corridor, and
no eagles were observed during the site visit.
BIOLOGICAL CONCLUSION: The Deep River study corridor contains no
suitable open water habitat for bald eagles. No nearby occurrences have been
documented by the NHP, and no eagles were seen during the site survey. Based on
these factors and professional judgement, the proposed project will not affect bald
eagle. NO EFFECT
2. Federal Species of Concern
The February 18, 2003, FWS list includes a category of species designated as
"Federal species of concern" (FSC). A species with this designation is one that may
or may not be listed in the future (formerly C2 candidate species or species under
consideration for listing for which there is insufficient information to support listing).
The Carolina darter (Etheostoma Collis lepidinion) is the only FSC listing for
Guilford County. The NHP records no occurrences of the Carolina darter within 2.0
miles (3.2 kilometers) of the study corridor.
16

3. State Protected Specics
Plant and animal species which are on the North Carolina state list as Endangered,
Threatened, Special Concern, Candidate, Significantly Rare, or Proposed receive
limited protection under the North Carolina Endangered Species Act (G.S. 113-331
et seq.) and the North Carolina Plant Protection Act of 1979 (G.S, 106-202 et seq.).
No species with these designations are documented within 1.0 mile (1.6 kilometers)
of the study corridor.
VI. CULTURAL RESOURCES
A) Compliance Guidelines
This project is subject to compliance with Section 106 of the National Historic Preservation
Act of 1966, as amended, and implemented by the Advisory Council on Historic
Preservation's Regulations for Compliance with Section 106, codified at 36 CFR Part 800.
Section 106 requires Federal agencies to take into account the effect of their undertakings
(federally-funded, licensed, or permitted) on properties included in or eligible for inclusion
in the National Register of Historic Places and to afford the Advisory Council a reasonable
opportunity to comment on such undertakings.
B) Historic Architecture
A NCDOT architectural historian surveyed the Area of Potential Effects (APE) and
photographed and evaluated all properties over fifty years of age according to eligibility
criteria established by the National Register of Historic Places. On January 5, 2001, NCDOT
submitted a report with the eligibility findings to the State Historic Preservation Office
(HPO). In that report it was determined that the Jamestown Historic District (listed in the
National Register in 1973) remained eligible for the National Register, but that .the
boundaries should be reduced because the district had lost many contributing resources and
infill construction visually impeded the sense of the overall historic environment.
Furthermore, it was determined that Bridge No. 20 was not eligible for the National Register.
On February 20, 2001 the HPO submitted a letter to NCDOT which concurred with the
findings of that report. On November 29, 2001 NCDOT met with HPO and FHWA to
discuss the effects of the proposed project on the Jamestown Historic District. Alternative
2 was determined to have an adverse effect on the district, while Alternative 1 was
determined to have a no adverse effect on the district provided the following environmental
commitments were met:
Minimization of tree cutting and impacts to the trees that remain (protective tree
measures);
Development of a landscape plan in consultation with property owners and review
of the landscape plan with the North Carolina State Historic Preservation Office
17

(HPO); and
Inclusion of a two-bar metal rail on a concrete parapet design on the replacement
structure.
(All correspondence and forms are included in the Appendix)
C) Archaeology
The State Historic Preservation Officer (SHPO), in a memorandum dated April 2, 2001,
recommended that "no azchaeological investigation be conducted in connection with this
project." A copy of the SHPO memorandum is included in Appendix A.
VII. SECTION 4(1) RESOURCES
As the proposed replacement is anticipated to be constructed with Federal funds, and this
project will involve the taking of minor amounts of public park and historic property for
highway use, it is necessary that this project comply with the requirements of Section 4(f)
of the Department of Transportation Act (80 Stat. 931, PL 89-670). These requirements aze
designed to insure that special efforts are made "to preserve the natural beauty of the
countryside and public pazk and recreation lands, wildlife and waterfowl refuges, and historic
sites."
Since this project necessitates the use of a minor amount of land~from a public park and
historic property, and since this project meets the criteria set forth in the Federal Register,
a programmatic Section 4(f) evaluation satisfies the requirements of Section 4(f) (see FINAL
NATIONWIDE SECTION 4(f) EVALUATION AND APPROVAL FOR FEDERALLY-
AIDED HIGHWAY PROJECTS WITH MINOR INVOLVEMENT WITH PUBLIC
PARKS, RECREATION LANDS, AND WILDLIFE AND WATERFOWL REFUGES).
The following alternatives, which avoid use of the historic bridge and properties, have been
fully evaluated:
(l) Do-Nothing Alternative. The Do-Nothing or "No-Build" Alternative would not correct the
safety and maintenance problems caused by the deteriorating structure. Additionally, this
alternative would eventually necessitate closure of the bridge, separating areas that have been
connected by a crossing at this location for years.
(2) Alternatives on New Location. With the pazk in the northwest quadrant and the Medenhall
Plantation of the Jamestown Historic District in the southwest quadrant, relocation to the
north or south of the structure's present location does not avoid the considered properties.
The boundaries of the properties preclude new construction alternatives that avoid the
properties, given the project objective is to replace a deficient bridge structure and to provide
safe approaches to the structure. Any location other than the existing location would require
18

more right-of--way and land disturbance to these properties.
(3) Rehabilitate the Bridge. Due to the age and deteriorated condition of the concrete
substructure, complete "rehabilitation" of the old bridge is not considered feasible.
These alternatives were not found to be feasible and prudent.
All possible planning to minimize harm to the historic properties, public park and recreation
lands have been incorporated and performed as an integral part of this project. These
measures include:
Project Desi n: An aesthetic design for the project will be developed in consultation with the
North Cazolina State Historic Preservation Officer (SHPO) and to reflect the chazacter of the
area to include: 1) minimization of tree cutting and impacts to the trees that remain; 2)
development of a landscape plan in consultation with the property owners and review of the
landscape plan with the North Carolina State Historic Preservation Of#ice (HPO); and 3) the
inclusion of atwo-bar metal rail on a concrete parapet design on the replacement structure.
Approval of the programmatic Section 4(f) by the FHWA Administrator is included as the
FINAL NATIONWIDE SECTION 4(f) EVALUATION AND APPROVAL FOR
FEDERALLY-AIDED HIGHWAY PROJECTS WITH MINOR INVOLVEMENTS WITH
HISTORIC SITES.
VIII. ENVIRONMENTAL EFFECTS
The project is expected to have an overall positive impact. Replacement of the inadequate
bridge will result in safer traffic operations.
The project is a Federal "Categorical Exclusion "due to its limited scope and lack of
substantial environmental consequences.
The bridge replacement will not have an adverse effect on the quality of the human or natural
environment with the use of the current North Cazolina Department of Transportation
standards and specifications.
The project is not in conflict with any plan, existing land use, or zoning regulation. No
change in land use is expected to result from the construction of the project.
No adverse impact on families or communities is anticipated. Right-of--Way acquisition will
be limited. No relocatees aze expected with implementation of the preferred alternative.
)n compliance with executive Order 12898 (Federal Actions to Address Environmental
Justice in Minority Populations and Low Income Populations) a review was conducted to
19

determine whether minority or low-income populations were receiving disproportionately
high and adverse human health or environmental impacts as a result of this project. The
investigation determined the project would not disproportionately impact any minority or low
income populations.
No adverse effect on public facilities or services is anticipated. The project is riot expected
to adversely affect social, economic, or religious opportunities in the area.
The Farmland Protection Policy Act (FPPA) requires all federal agencies or their
representatives to consider the potential impacts to prime, unique or important farmland soils
for all land acquisition and construction projects. Prime and important farmland soils are
defined by the Natural Resources Conservation Service (MRCS). The proposed project has
been coordinated with the US Department of Agriculture and no prime, unique or important
farmland will be converted as a result of this bridge replacement project. This project is
exempt from the FPPA since it is within the urban limits of Jamestown..
A GeoEnvironmental Impact Evaluation was conducted along the project. Based on the field
reconnaissance survey and a review of the Geographical Information Service (GIS) map,
there were no Underground Storage Tank (UST) impacts, no Superfund sites, no regulated
or unregulated landfills or dumpsites located within the project limits.
The project is located in Guilford County, which is within the Greensboro-Winston-Salem-
High Point nonattainment area for ozone (O,) as defined by the EPA. The 1990 Clean Air
Act Amendments (CAAA) designated these areas as "moderate" nonattainment area for 03.
However, due to improved monitoring data, these areas were redesignated as "maintenance"
for 03 on November 7, 1993. Section 176(c) of the CAAA requires that transportation plan,
programs, and projects conform to the intent of the state air quality implementation plan
(SIP). The current SIP does not contain any transportation control measures for Guilford
County. The Greensboro Urban Area 2025 Long Range Transportation Plan (LTRP) and the
2004-2010 Metropolitan Transportation Improvement Program (MTIP) have been
determined to conform to the intent of the SIP. The USDOT air quality conformity approval
of the LRTP was October 1, 2001 and the USDOT air quality conformity approval of the
MTIP was October 1, 2003. The current conformity determination is consistent with the
final conformity rule found in 40 CFR Parts 51 and 93. There have been no significant
changes in the project's design concept or scope, as used in the conformity analyses.
If vegetation is disposed of by burning, all burning shall be done in accordance with
applicable local laws and regulations of the North Carolina SIP for air quality in compliance
with 15 NCAC 2D.0520. This evaluation completes the assessment requirements for
highway traffic noise of Title 23 of the Code of Federal Regulations, Part 772, and for air
quality of the 1990 Clean Air Act Amendments and the NEPA process, and no additional
reports aze necessary.
Since the project is located along the existing alignment and will not substantially increase
20

traffic volumes, the impact on noise levels will not be substantial. Noise levels will increase
during construction, but the increase will only be temporary. Also, construction activities
are usually conducted only during daylight hours along projects of this nature. Therefore,
traffic noise reports are considered unnecessary. This noise assessment completes the
requirements for evaluating highway traffic noise in Title 23 of the Code of Federal
Regulations, Part 772.
Guilford County is a participant in the National Flood Insurance Program. Bridge No. 20 is
located in a detailed 100-year Federal Emergency Management Agency (FEMA) Flood
Study. The approximate 100-year floodplain in the project area is shown in Figure 5. The
proposed replacement will not adversely affect the existing floodplain, or modify flood
characteristics, and will have minimal impacts on the floodplain due to roadway
encroachment. The existing drainage pattern will not be affected.
Since the prof ect is within the area of the Deep River Basin covered by the Randleman Rules,
NCDOT will comply with the conditions to obtain a "General" Major Variance and submit
a "General" Major Variance form as described in 15A NCAC 2B.0250 to DENR with the
40l Water Quality Certification.
On the basis of the above discussion, it is concluded that no substantial adverse
environmental impacts will result from implementation of this project.
IX. PUBLIC INVOLVEMENT
On March 27, 2002, a public officials meeting and a citizen informational workshop were
conducted in Jamestown. At the workshop and the public officials meeting, several requests
for the project were noted. At the public officials meeting, the numerous utility conflicts were
identified and the need for early and extensive utility coordination efforts was noted. The
City of High Point requested conduit on the replacement crossing to accommodate their
signal system. Jamestown requested the top elevation of both bridge rails be placed at the
same elevation instead of providing a southern rail higher than the northern rail to
accommodate bicycle traffic. Jamestown also requested the light standazds and decorative
poles be replaced in kind and the sidewalk along the northern approach be replaced with a
brick sidewalk to match the existing walk east of the Jamestown Apartment entrance.
Proposed walking trails along both sides of the Deep River beneath the bridge were noted
with the request for sufficient clearances to accommodate 10-foot (3-meter) wide trails. At
the citizen informational workshop, it was requested to provide signing to note the Cape Fear
River Basin. An expedited construction period along with any other means to minimize
sedimentation impacts to the river were requested.
21

X. AGENCY COA~~NTS
North Carolina Wildlife Resources Commission
Comment: This area supports good numbers of sunfish and may support a tailrace
fishery. Therefore, we request that no in-water work be performed from
April l to May 31. We request that High Quality Sedimentation and Erosion
Control Measures be used due to the DWQ water quality classification of
WS-IV.
Response: All necessary sedimentation and erosion control measures will be
implemented during the construction of the new structure. No in-water work
will be performed during the months of April and May.
Historic Jamestown Socie ,Inc.
Comments: We... support Alternate 1 for the bridge replacement.
We understand this procedure will require a temporary bridge constructed on
the south side during the replacement phase of the bridge.
We request permission to develop a pathway beneath the bridge to connect
the Deep River Trail to the sidewalk on the north side of SR 4121.
Jamestown Historical Society also requests that the sidewalks be replaced
with the brick pavers and the lights be replaced on the new bridge.
Response: Alternate 1, replacement of the bridge at the existing location with a
temporary bridge constructed on the south side to maintain traffic during
construction, is the preferred alternative. The new crossing will include
clearance fora 10-foot (3-meter) pathways beneath the bridge and NCDOT
will allow access beneath the new crossing for these pathways. The sidewalks
will be replaced with brick pavers and any disturbed decorative lights will be
replaced along the project.
Town of Jamestown
Comment: The Town of Jamestown requests an easement under the W. Main Street
Bridge on both sides of the River and both sides of the walkway.
Response: The new crossing will include clearance for 10-foot (3-meter) pathways
beneath both sides of the bridge and NCDOT will allow access for these
pathways.
22

Comment: The Town of Jamestown is requesting that brick sidewalks be used when
replacing the walkway at this location. The Town of Jamestown has spent
significant dollars to install brick sidewalks throughout the Town limits. We
request that DOT does the same for conformity throughout the Town.
Response: The existing sidewalks will be replaced with brick pavers.
City of High Point
Comment: This is to confirm that fiber optic traffic signal interconnect cable is in place
(at the crossing) and will need to be kept in service during the bridge
replacement. We would also like to request that provisions be made in the
new bridge for a minimum four-inch conduit for the fiber optic signal cable.
es onset NCDOT will conduct extensive utility coordination with local officials from
High Point and Jamestown. A 4-inch (10-centimeter) conduit will be
provided on the replacement crossing to accommodate the City of High Point
Transportation Department's signal system.
Guilford County
Comment: We feel that the new bridge over the Deep River should incorporate wide
sidewalks on both sides and should allow for the future construction of a
walking path along the river under the bridge.
Response: A 5-foot (1.5-meter) sidewalk will be constructed on the north side to replace
the existing sidewalk on this side. A 12-foot (3.6-meter) outside lane with a
4-foot (1.2-meter) paved shoulder will be provided on the south side. This
typical section has been approved by the Town of Jamestown, the City of
High Point, the Jamestown Historical Society and the North Carolina State
Historic Preservation Officer (SHPO). The new bridge will provide clearance
for 10-foot (3-meter) pathways beneath both sides of the bridge and access
will be allowed for these pathways.
23

-- i------i ~.\ I 1545 ~~\
1692 ~\
1523 1697 ~ - - - ~~ ~ ~ , .
- ~~:~ l __
clrr _ ,-
~, ~rrtir- ~ t - - ~
4106 1648 ~ ~' ~ /~ 1546 ~ ~
---,-----'~'~ ~~~ ~ ~~ 1
--~~, . I 1~ ~ ~ U 4121 ~ ,> :,
1, ~- ~ ~ I /
~:=~' " ~ ~ I i~- 1 ~ ~ I i~ .
~~ ~ ~ 1~ i,
~r
~ 1536 ~~ /I Jamestown l `'' 1; ~ i I ~
~ ~ lr-~ I 4121 i 356
_-
~ ~i 4200
p~\ ~ ~~ 1
~ ~'~~~` r~ ,> ~ '~ - - ~
1352 I~
1486 ~ ~ ~ ~ `~ ~
'1 ~~,~'
Bridge No. 20 ~ `,~~ 1~~
~ `--
1332 ' /~ - ~ a"' ~ ~,li II
;% ~'~ '-- ---~ /i I 1355
I
`r, ' I i
4J 1334 ` LI 1309 , ~ ~
<,~ , i _
1~ - - -~- i 1349 \_
~ I - ~ 1144
~ 3 ~1°° ~ 1i ~ K ~ Oxco~1~ 1
I•y2 .B lellLBroNns
(le ~ ummr ni¢ell0
'Rid e - 5 ~ 4ei _- -t r 19 `~ '
osseoe~
~° 6 U L F~' O R D ~ F;
rlle rw,ub.d c
eansrl
~~ Ple is~sn-t,Garden
I ~: i f Mime,
8 ~ i
liars ,
4~
I
1408
I
4228
1446
~ Meters 800
~ Miles ~i5
APPROXIMATE SCALE
r~
~ North Carolina
Department of Transportation
a
Project Development
& Environmental Analysis Branch
GUILFORD COUNTY
Bridge No. 20
on SR 4121 (Old US 29-70A)
over Deep River
TIP No. B-3652
Figure I

x ~

Symbols
,A#~', SigneE 6icyclc koufe
~~•-~_~'~' Unsipnre OOateeta kuWe
'-'~"~- Wwttition~5akm'fasylr~rnunty knln.:BNomuer
.............. at:ww,ay
aoaa skeet
_._._._..__.. Minnl Allerq!
~~ Alafa Merial. UMr1M
~ t m10M Gtcess N,gHwa~ tbrrynle5 W„ttiM'r~+d1
__ - OIw~Way SUr+ts
~+~ ~ NpU, Cn!uhna Nrghway 5enrwary knaA
,~. !';+ PS kiyllwst. kr,[;inn, , Lngp
6=' €~, e; tereralnte kinnwnr aus~m~s lre!v krvaw
~` Q Pq~011 nllmoraal Parks
w ~ DWIK Wqr, Srhnnls. (;nllrgos. alt! UnrvnsMMs
~ r f/ Hre $IatkntS ud,: ? clallon- kx, Itd6
6CAtF I .u IiBO m 7 inches.. t nl~ly
~_ ~ .
n 1/(+ .14 717 MIIF`: ~
1 ?I
North Carolina
Department of Transportation
Project Development
& Environmental Analysis Branch
GUILFORD COUNTY
Bridge No. 20
on SR 4121 (Old US 29-70A)
over Deep River
TIP No. B-3652
Figure la
High Point Area Bicycle Map

f vn w, ~(, t'? d "" i '~'f. ~• 6w+ ry~ y I'.S' ~I,1 f~}l 'iry 4r~ 8i}^}~ r ~"yy ~') 'y{'a ~''' ~ti ~; .y ...
~1 .. . ,, a 'wt y yF Wft ~. Iy T
..
1 ry, ~t X ,k, h i 1 '
..~ h ~~ "~'ylA+ ' pM ~ ~ P ~ 1
P` y , ~ ~ 1 'b~`~'
• r; .
y + ~ o. 4x4 1 ~+'~w, .'~'*'~ r ~" y:, ~f „tyr",. e 1 1 ~f5 ~~r ,~ :.,a .~, ~" p~(~^ .. .%
,P ~',~+,,},~ ''f~4rpy~~ 'Y. .M1}~ ~'; Jtl r, hy4t ''•y ,i `... ~ ~'l~ 1.~. ~•~ `f..^ "~ 1 •l'M~ ~; I ~1„'~~A "h''„W(M~! ,~;I~'~~~'ylrnrk. ~. ~Ml, rr~r~
ry ,..,.,~~ v +y,~ ih'.y,- ""^ - .r Ti"_~ ~ ..lt~ t ~h! s. 'Ir '`y ~n"'hi} l `' +~ ~".' 1~ i +A, ",., 4`i+. ..
~ ~~. a r ~ 4 ~. 1 ~ r,.w k"'1"M` aM M k ~c. 7whr '"~.;,r~ , i '~" :..j fr ~: ~!' ~ y "' e. ~r n ( rl~,,~>ct ni ,,~'.' '.•; v. .
„
+• ,
~~~.,,~h4 ~ k 'u' ~'-'~~ , ~ !~'~ y" ~'.,~~>'"w~i ~'~Mj~kN r~ 1~h ~ ",. ,.y~I';4 ~'~q~ ~r~y i r~l , a e fd 1,~~,r'
,} ~ Y aid i9 fk ~' " ' .'.a.. °1-~+' ~ ~,1„e'~;;~ F fP~ ~ ~+ ~ , ~!'~~~, r ~ ~ ":Y ` ~, ~ .:' "~', I ~~~~, fM. ~'i.,e .q. /' ;~~'a •~""'"'•«.«, ,4y ~i:k.tl'tf y~, .. A.j,
~':~, ••1.~~KN' yu,r';~"""r•r„,r. A.~ ., .+ r`..4`~~y~'~ w f"`~~I r 1. r e~~,;~+~ '}ky-~-A~"}'~yy~~\w,~.~~'~ a ''b~14',~'yy!"~ A "~''. ~^~ a~;`'".,. :, - ~......_ ~ ..-~..' a~4~~'d4~,
1 '"':".~ by ,b` `« ~ 1 l .• •N M ..,r £'1 ~ „mot ~ Y FU ~}, • ~'. h, , ,T'y "/ y7
w r ~ ,
+ k.~ .. t,1 yL A w 4 yk»n "'~a,, r;~ayy "1
S, S ; ~ r, ..._ 'iJ ~ Pry •1~,,,r"" R~ .rr :}', ar l ~ !,~,~ "7"~ ! ..
,y ' fir'. ~ , +
~. 4~~. . ,. '~yp ~ ,,,( ~, , 6 ~' ..•. ,. k! gip.. !~` ";.1~ ~ ,~ ',•if.4 f ~ ~. a a ~ ~ "ti+r lrr ~I ~ ~ 34 ' -_ M.A.. .. r~ r
,+ ,4~.r.. ..#!". ~c ~,~"T~'""+4~u •,~a'M.. '~'~C• '•F.r ey,.. .~'v ,~ k.;n .'M 5~~~?"~;~ -, ~~~~ ~~ ,~{y ~ r ~-4~~
"
;t;- ,~x ~~ -i+. ~ "'i 'M,~ • .yw ~{ ~ ^rr?~4+• u ~ ik .y ~w~; , ~ y,~ ,I , x b ,..."N . ~ .f
y + ~~.;~ .. t~ ~~ ~, ~>,. ~ ~ ~ tl ry ~~. Yr. ,
.;`rA 1 r ?, 4 W, . ~' xw „' r n~ ~ v f, ,/!k! ,. ~ ~ .., ~ r )kp ".C J ,. ~ ., ... ~.
. •~ ~ ~ t ~,(~, r ~ ~ `..
'^rW'"' I~,,J ~ awl!F1,t~,' ~~ ,~.. ,pw"~ ~'~~11y~12~ ' ~k'~ ~ ~:"" dy' ~ ,y~ ra" ~*4w "~~~"!"'~'
v. r ~ k
~,.
~; 1 " ~
Ar, tur ~ "tii~ f~ ~y",,,~~~~{,~~yx, h „'A ~ 'd~ ,Mx kC. ,wy~y~' '~y ,~ ,~ + !i.W~+,,~yky~k,k~ ~(h 1!P,yl'~`, by ~ ,y +, h~,,' ~ I~~~Im.
„~ I ~'~' N`Br„ ~~ °~'"'*i'-M+ ~~,I~. ~V•~. i+ ,.~in~~~ ~~p~.r•~'~'A u.~c1 `,n" ° ~~F 111 n~k~M ,. i y,', ,~ I~ ~ t .r y~~~y~y~~.,~ ~: 4y~ I ~tiy IP 4';
v+, ,F{.` . ~. SYt1p ~ ni,r .,.M, ~ii° ~ r..,, b,y4 a,r. ~, N ~~~~~' " ki1V '~ i S I~~ *AR~I'1 4,~ + Ii{~, "~,~ .v~, :~rf,
+~ ~ t~~. (34;,r~ .~:.. ";. •'p~iryp t ! ~,a,.. r ~'~y, "e:. .wi^r ~, 4 r •.l ~+~~' AF`. I i '~~`' 1 i~., {)rJ
t~iJ' ;~ ~'~ 'f 1 ~ i ~'~il "~~`~~ 1 f!. ~~f ~r •ui.~'J~r +~r ~r ~ f ,M~
y,'r~:. ~J ~ F 4 ~ {, .:t .+1 ! ~ f4< 4P~+ ~ r ~. »•.y ~q ~:Y'1 y , 1. ,v { " r ~ ~ . f I : .r~.' h'~,~, 7 ¢ I.i{~1YV'r~r'~1n~1~' ~ ~ ~ ~N,
~f " ~, •. ,,. ~ ~Irn, F s '1 t i - +?rWwAt^~aYry,t ~C, I )~'. ~
~ w:,. a ./.• '~,r+w,, , t %~ a :`„~ + 1•. ry 1 r it ~ f ~ }p., ~, frn 1 • F Y. ~ ~. .,
' 4 ~„ .. ,
~' •k fhJY'i~~l ~•y. ui 'r'a?tlli• ~dL~1~Cr ~ ~ nF)tt~~ 1~'7n I'rr +~ r~,*!fvrt 1 `~1},` ; ~.'>~ F1 ~:• ~ !' ~y~~~nl'A'. ~Z` P ;,~~ ~.'h'v`
`"~r: "~y, ^," ~A +.~~Td, •} "3"~' ~''~e 4 `~,~ I y*1.. •~~ Ih' + a~~~t?~{~ ~ ~ r %`}vCG A'll}!.~.~~~4'Ni 1: R~vu !~: ~ r, i1yP~!';1~~p.
y:+yr'' - ~ . F N ' '~_ ',{ ..',p~,~. ~ +~ t 111 ~1 r.1 i 1 X "1 +F.,, . ~~ „t . V ~Y'•, /`,.y'~,
:~ ~~.• I ~ ~, 4.,~.t,~i ~M"~ 1'7'; '~W, ::~' ~ ~ yt. .~ A ,y,F f}h 1 • , ~' M p,~,y iWr' . ~4; .,,{y ,f"^ , y ~.
.n 1{,. v,. v, ~,~ ~a "M!!!; ~xk, wJ' I v ~~4w. '• kkid v,'r~. ~" ') ~y "~k yle}~: I iN~ ~j~'~~+m~,•<I ~r',
'''i1 yr•~.''`1 r„f''. ru a Irv~i,. a I`r ry n , j(.' ~ ~ H~ ~~~"~9~ d . ~~ ~" ~. ~x a :ry d :1~
~::' A : '1h.,K . l:. Jay ~'y 14:"' +/MI 'p , d`~n ,~ A, 114-; Jl f~R!I 1'1 11'`i' `v ~ h~ I "~ , .~ `,`% 1 ~ ~~~"~, }~''y
fry , r h,- '~W~. .'` , r . b,,J1,+/1 ~ t~,n ~`"'~9Y, ry', ` A"~pf ~1 h'.• ,,.y.F'~K+ll~fq
•'7Rir "~~*y`• '.~1~ '~~ u° i',~ a. ,~: t~ ~ ~:~~ m ~~i;~~, n~`, i ~"~1 ~,M;'~,~r ry ~k+0''rnl ' n' d Y'1+Ifi1' ~~a
r.. ,~, r~"4ii+,r,,n.F;: •'~y.,u . ~ 7 tfiv + P1:.:~',il~, J~~.' !r.++ ~t~1 +`r'.,d. p'r.. my ~ /q~:,,~w 1 ~~ ~1' rj+'~ ~~1,. ,+~I aMi ';'h`.II'.
w .~±yC } {! 1 (~a y ; r t , ty^1 ~~ :'~J f~ n '~'6'. ,.
U"~ '~ 4,,~ r ~~C`•k .. ~ a~ M °"''i ''' ) ~ ~ ,lh+ ~'~ 'Fi'firs lo- . '~ '.,",~ r+~%~rv ,,. e~ ~' ""~
Mi. V~ .. ~ a - ',.+ '"'i~ Hf r;, `'~ ~4~~I~Itt~ .y 1g1~r;. ,+~,,,-~h' ..~ yF,tn M;~ ~' , 1"~ ,`y~'y;~.
.,'Y"1'.yyj'4,'"'~ a'+ y '%W ~ Ye y~ l ~: :.~)• 4~~ y, d*w '~r~ M I `' i
!%IM'~M!~' f..X "R•N~.,J" ,:~ F'a'd -..A ~,., 4~ ~' ~~1 1 i~i:~ ~ ~~+y~r~5`. r,l~}A+~ 'A~iJ•.;YYWw r~~r:, y "Y i~fvM,.`'~:
., `IMr"~ ~y !' „iy~ a AA' '., 1 ~a,' • ~ A •f~, . ~ "M '~"'". J 1 /y9, `k?k
,y`, ~ 4y~~' r~4r~~;~~;b ~ }i!° Iw~`/ i,:,, L~~+t,~~~r ~ ~ ~~~r"K,.~f~ >;~~• y~~ I+~•~~ .:1.'1 ~ 4 M f, a 'E .:i Mk. ~ ., . .; „ r
~ r N~ •~, ^,[ r'4'.~'-°•~ `~ti y '~F^' wb~Lh )~ r ~ ~ .,..mti ^~P r l h7`~~~ ~ ~i ' L t f} ' I ~, ~ , f
"I.: •"Ya., ,~. J. * I F F4 rye., ~ ~+ AI ., 1Jr " a~'N,~M r orb. , r
r4 ~ 1. r f JJ.~ r
"'A `,`~~ °h+ ~ 0~~~ off; tt ,f~ ',{rl +I I +:t rf trl"y ,} ~V•t•. +1 ~ f, 1;y ', ~ ~:~! ~ '1 t i.,, .~ww.,.e
~+ "}„., S, n ~ C ~ IBC ,~ ~M'~' ~~ +l
k I +. + . c k
° 1 < h n • is , y N , ~ + y~ + +
r ,p ~; W p ( ~• rr~~' r ,y.r; al ~ •; ~y~t k j~ w.wy, ~, '..n ,~}•1 ~ ~~ ~~~,'
~~, ,._ .~1 '.. ~ !,~'~~, ~ ,: ~ ~.. ..YAK o: ~,'. ..9 . r"'T 1 ll"~ Ir~}, ~„ a .i l

, ~ I?,'~. wry`'. al r I" 4r r~~~i ...d I R~.ir r:,N i,:~ + ~ , ~•wv,~l y ~
kr~ ~~ ' I! •~ r ;,lf ~,,' ,~ ~1~• ~k ! ~ ; i'~r,, ~~ r~,,~
~r ~~• 1 ~a 'irypr y{ Yd by.S { } ,. ~ ~' Y 1 c ! 2~Ir ~r , } 8`l .. I # ,, IL
++~ ` r+t n_"r A rr A^ ',, I .t ,+ k 't : r ~ ~ ,~,,,. ) ly.v ~ :. b~y t Sf +' i y~ ~ ~'
r ~` I~~~~r~ r ~ ,r ` 1 ~~ ~' at
1 1Q1' ;i r 11r w46iv "7: ~.a 1. r '~~ _ , 1 ra :I
°~- ~I
"y'~y,ly r ~` ax ~F ~ S+'{1 ~ A"OM •^ I r r rr'~ ' ~ .yr; rlh
~"R 1 r~t~fij~fji i ~~ riy~',!+ s;~NSF „~.~„~.~,w.r..+-, r ,
, ,
:.;,,
4
R,~ ,,
•.... ',~.hMI F:4Y .f t T'1fi^ ~ ~ ~'w+Mrry~,{Jf~Mr`JY
t6',..,i:
~. ..~ ~, .. y t ~k 1119 ~ ~~ 4~'~ ,rc .fir hr ~ ~ W,~ f° ~; u .:
~ ++~ I 1, I _ ~ r
~L, d I ):j~, ~" A:0. r ,~ u' °'
r '-- ~' ~~ , ~ f,. , ~,.~ ~
S ~~ m I~k3i r ~~ i.u " ~ r`~" ry , 5 1 1 ~A 7' r
t i f! '.~rp' ~91" ~ Mr1 _ 1,r1 ~",`A,X!+i"!~'~' p, + :d,~ (- °~ ~ ' y'~. ~;0\+~1 iy~ I `.,y,,.,..,
4 .. .Wy~s.. ~ ~ ~ ~ ,~ ,,~1 n w'!!~ 1~k" ~~u '1' '~ 1 1 )~~ ~T ~ ~t4~ ~~':y k n _»-
~Y '~ ~ n :_4 ~ ~' IY ~ ~,~ ~ ~ "+" ~ ~ n ~ x41 p~,~ ~ C~- t~ ~ I ~~
f " ,,j " ~ 1 I ~ pi, ,~+ 7 ~' s
r ~ ~ 4 ~`.... { ~ 1r ~ $rt, ~r ,..:~" 1!} i' "~ Y 1 ~ ~ OAK°IQ ,~Y'"~~d tl"4 " r~M(ry~ N `~ I~'.
.. .. ~yq"`~. '~` ~
h r;;~ ' ,~ 4F•,
R~il'~- ~~ ~, CJ 1 '~ a '~ ' ~ ~ ~'~1Y11p ` .~ ~ .' ~ ,'~+.
.f. ~ ~~ ~ '.`M ~1''x. I~ :.:+. P Kk" 1 ~1~~ ~'~ MN~ "" ~ ,yrL,~. ~ ', rW" }r ar
w ~ ~ ( d 1 .I ~ 1 .• ~ 1 i+F'RFM I ff..'q' I'I ~' 7
p '~ 7 p 1' 1 Mr~,~ r f ~• r5,~ r.. w4 ~1 {
D `1 r ,~ ~ r ik d' 1 ., I
, A '~F Fr ,~ 1tt. ~ 1 ~~ ~ d ~1 r n r ~14~ {fXr1 I1~n' r 1 ~~C
Vl ~ ,~4p ~ w >Q k~ ii ° ~,.' r ~9'1 "'°'°'_ ~h Nw 1 re Iw.~ ~U iYPnr
`~ r 1 { a ". hl; '' .~ d S~~ s 1 ~ I . ~~~~ ~ "J ~ ' x~ ~~1 ,~+. m1l 4F +1 y'~,,1 1
Zo kI
, rt s
`0 fD N'. `~1 Ct7 O i~ ~ i~~1 y~; "'111~7~'~ ~s ~C C~ ~ ~~n~~" C r'~11 i d, '1~
..1 , 1
~ ~7.~.00 ~ 5. ~ w ~~~'a 1' 1~~ ~ 4 C f~~Y r rp V~n1N,I~ .i• r '"y~+ .1~ ~ ~y;? ,~ of 1~N' ~~`~~ ~ d
e n ~ ~ o g~p~,,,
~ P C.' N Q O ~ .d. X r r ! X~f ~ , ~ }S hMa' ~M~~ ~ `i,~r~^nMwtS:~~ f I ~
~~
Q ,y yj~y' ~?~ },
• r -0 a p4„
~ e C t2 ~
N ~ N C ~ n S 1V~7 ~ r rN ~q~~~ T' h r'~, a~yfl ~ ~ ~
d r , , 'byre. •.~r Iqr
`~ le o ~' ~ , } ^ tt 1 r w I Y ~'~gylfiYdjl, 4~~r. rym d
~ .b. ~ d ~ ~ ~ ~ a G
~ ~ ' y _y ` ''~ I r n r:~F~~ ~, F'~ i ~ ~~~,
~ I -~. {'~'~ ~ ""~ ~.vhl~' ~. ' { ~ a~ yf' ' a ' 0 w.
° ~ ~ ~
~ e ~
'1~~~ ~1~1 y d~' 4 1~+' . ~r,~ r ~!I rlfr+ ~~
Mi I "
', .
~~~~~ 1 ~
y.~°+r ui IrF ,r~'+, .! j'" ?+ ~,~. f }"yj ~;~r1 7'1~~ °y~1, ~~r ~~.

ado 1
~ VI W
~ ~ t
II
~~ I I ~ ~
II ~
a
~~~ ` ~
N I I
I I
I
II
ii ~ Z
~~ ~~ ~ O
ii ~ U
II
~p ~ N
T I I r
tr I I w
II ti N
II
~y ~ ~ A
II A ~
II
O N ~~ U
.~
ry ~
O
N N
C ~ ~ '~`~ N
~ N I
w
~ o
o
~ N f1+
'~"1
7 Y
~ ~
~ - ~ N N j 1~
p~ ~O
U Z ~ a~
~N~Z
.e ~ ~ o m o.
~°~ o(~
h
U
~ ~
a
q
~O
H
U
w ~
U
U
°a
co
~^
NN
~7
~.

~ ~~:
%. .
~y
.1 ~ iAht.1 ~,~ ja/~~'
1 `~~ q~J f~ fi ~ ~*'
~~~~F' . ~
1 ~i.~~ ~~;~N
j ~~' ~ ~~
~~ ~ f
.. ~~~ wit F.'
~' ~, q„
~ ..r~
z .:~:: `. . ' 'w
o'
GUILFORD COUNTY
BRIDGE N0.20 ON SR 4121 OVER
DEEP RIVER
B-3652
k
SIDE VIEW
LOOKING SOUTH
i
I I
WEST APPROACH
LOOKING EAST
FIGURE 4

1i, ~ ,4 '•. ,.
'~ r
I' 737 \~ ~ `~ \1 .~.;!."-° ii~* r~
~ ....''
~ RM12 l \ ~\. `..- lt~Il
\1 r
'riTr Bridge No. 20 ~q i i 732
~ @fi I
73' ` RMg w
ZONE B
11-
~ l ,,. ~_., - ~_
~J"
~~~ ~G)N~ B~ ~~~
h~.
llMIT OF D@TAB.f~h 5'fUDv.. `~ fth.~I10 n~j,
_ `~ ~~ ~`
~ O
p
~' µ'. f'
•~,
p ,~+
° ~4~`Nw ~.1r~]!~~ ~ ~~
di'A,K ~.7':.~ J
t,, ~ . .
f.
.w~ ,~.
r,
cy,'~ ~
::
\,
0 700
I FEET
FEMA - Floodplain Map of P
0 2is
I METERS I
APPROXIMATE SCALE
on SR 4121 (Old US 29/70A)
over Deep River
TIP No. B-3652
North Carolina
Department of Transportation
Project Development
& Environmental Anelyais Branl
GUILFORD COUNTY
Bridge No. 20
5

i.
Historic Arclutectural Resoun:es Survey Report
Final ldentilication & Evaluation/ December 2000
,-
_ n,
4 Y ~~ L E 4' 7'9,3: ~~~
7 ;`~
~ High 1°~i.~ct
Lakes
-...
~-". `
_ ~ ~Y
_ 4 ,r, ~ .. - ~_
i ~ ly =~ . \ '' ~ ~
.~ Jr, ~•f'~ ~ 7
i -,..
` .. -'r r ~
t ..-~'•
r.,
,. - ,•..
:~~: ~~ . _ . ,:,Ir s
I' ~
•
~ ti4 y
~~
''
1 •~~.~ ~ ~ti•`
,_
;~~ -~' Bridge No. 20
j ~r ~ ~ ~ i I ~ ' ~ r .J.

^#~ 1
{.l
~ +' ,~ • ~~
,~ ` T~~~~~11
'Y - r
t1 -'! ~
r ~ y
4 ~,~ a
~.'~'
{
,~ ~ ' ~ ~,
Historic Architecture Project Drawn By: T1P No.
NoAn, ., NCDOT
~~~ ~.,0 1 South Wilmington Street
Replace Bridge No. 20 on SR 4121 Fearnhach
B-3652
,
P.O. Box 25201
~°'' ~
~
'
` Raleigh, NC 27611-5201
' over Deep River Issue Date:

(~
)
~
11-ZS-oo Scale
NTS
T 919-733-7844
~
F 919-733-9794
~Q cF`~
M1?a~raµ`g°' www.dot.state.nc.us
- Sheet Title

Vicinity Map and Area of Potential
Figure No.

Effects 6
TIP N B•3652, Guilford County
Heather Fearnbach, NCDOT

NORTH CAROLINA DIVISION
FINAL NATIONWIDE SECTION 4(f) EVALUATION AND APPROVAL
FOR FEDERALLY-AIDED HIGHWAY PROJECTS WITH MINOR INVOLVEMENT
WITH PUBLIC PARKS, RECREATION LANDS, AND WILDLIFE AND
WATERFOWL REFUGES
F. A. Project BRSTP-4121(21
State Project 8.2495801
T. I. P. No. B-3652
Description: Replacement of Guilford County Bridge No. 20 on SR
4121 (Old US 29/70A, West Main Street, Greensboro-High
Point Road) over Deep River in Jamestown
Yes No
Is the proposed project designed to
improve the operational characteristics,
safety, and/or physical condition of
existing highway facilities on J a
essentially the same location?
2. Is the project on new location? ~ ~l
3. Is the Section 4(f) land a publicly
owned public park, recreation land, or
wildlife and waterfowl refuge located ~I
adjacent to the existing highway?
4. Does the amount and location of the land
to be used impair the use of the
remaining Section 4(f) land, in whole or
in part, for its intended purpose? ~I
(See chart below)
Total size of section 4(fl site Maximum to be acquired
less than 10 acres ............ 10 percent of site
10 acres-l 00 acres ..d ....... 1 acre
greater than 100 acres ............ 1 percent of site

Yes No
5. Do the proximity impacts of the project
(e.g., noise, air and water pollution,
wildlife and habitat effects, aesthetic
values) on the remaining Section 4(f)
land impair the use of such land for its D ~I
intended purpose?
6. Do the officials having jurisdiction
over the Section 4(f) land agree, in
writing, with the assessment of the
impacts of the proposed project on, and
the proposed mitigation for, the Section ~
4(f) lands?
7. Does the project use land from a site
purchased or improved with funds under '
the Land and Water Conservation Act
(Section 6(f)), the Federal Aid in Fish
Restoration Act (Dingell-Johnson Act),
the Federal Aid in Wildlife Act
(Pittman-Robertson Act), or similar
laws, or are the lands otherwise
encumbered with a Federal interest ~ ~1
(e.g., former Federal surplus property)?
8. If the project involves lands described
in Item 7 above, does the appropriate
Federal Agency object to the land a N/A
conversion or transfer?
9. Does the project require preparation of
an EIS? ~ ~
ALTERNATIVES CONSIDERED AND FOUND NOT TO BE
FEASIBLE AND PRUDENT
The following alternatives were evaluated and
found not to be feasible and prudent:
1. Do-nothing.
Yes No
~ a

i
Does the "do nothing" alternative:
(a) correct capacity deficiencies? a J
or (b) correct existing safety hazards? ~ J
or (c) correct deteriorated conditions? ~ J
and (d) create costs, unusual problems, or J
impacts of extraordinary measure?
2. Improvement of the highway without using
the adjacent~ublic~ark, recreational J
]and, or wildlife waterfowl refine.
(a) Have minor alignment shifts,
changes in standards, use of a
retaining walls, etc., or traffic J
management measures been evaluated?
(b) The items in 2(a) would result in
(circle, as appropriate)
(i) substantial adverse community impact
or (ii) substantial increased costs
or (iit unique engineering, transportation,
maintenance, or safety problems
or (iv substantial social, environmental,
or economic impacts
or (v) a project which does not meet the need
an (v' impacts, costs, or problems which are
extraordinary magnitude
Yes No
3. Build an improved facility on new
location without using the,~ublic_park,
recreational land~or wildlife and
waterfowl refine. (This would be a J
localized "run around.")

(a) An alternate on new location would
result in: (circle, as appropriate)
i) a project which does not solve
the existing problems
or ii substantial social,
environmental, or economic
impacts
or (iii) a substantial increase in
project cost or engineering
difficulties
and (iv such impacts, costs, or
difficulties of truly unusual
or unique or extraordinary
' magnitude
MINIMIZATION OF HARM
Yes No
1. The project includes all possible D
.planning to minimize harm.. ~I
2. Measures to minimize harm include the
following:
(circle those which are appropriate)
a. Replacement of lands used with lands
of reasonably equivalent usefulness
and location and of at least
comparable value.
Ob Replacement of facilities impacted
by the project including sidewalks,
paths, benches, lights, trees, and
other facilities.
Oc Restoration and landscaping of
disturbed azeas.
Od Incorporation of design features and
habitat featwes, where. necessary,
to reduce or minimize impacts to the
Section 4(f) property.
Oe. Payment of the fair market value of
the land and improvements taken or

improvements to the remaining
Section 4(f) site equal to the fair
market value of the land and
improvements taken.
f. Additional or alternative mitigation
measures as determined necessary
based on consultation with 'the
officials having jurisdiction over
the parkland, recreation area, or
wildlife or waterfowl refuge.
3. A discussion of specific mitigation measures is provided as follows:
a. Minimization of tree cutting and impacts to the trees that remain.
b. Development of a landscape plan in consultation with the property owners
and review of this plan with the North Carolina State Historic Preservation
Officer (SHPO).
c. Inclusion of a two-bar metal bridge rail on a concrete parapet design on the
replacement structure.
Note: Any response in a box requires additional information prior to approval. Consult
Nationwide 4(f) evaluation.

COORDINATION
The proposed project has been coordinated with the following (attach correspondence):
a Officials having jurisdiction over Attached
the Section 4(f) Land
b Local/State/Federal Agencies Attached
c. US Coast Guard N/A
(for bridges requiring bridge permits)
d. DOI, if Section 6(f) lands are N/A
involved
SUMMARY AND APPROVAL
The project meets all criteria included in the programmatic 4(f) evaluation approved on
December 23, 1986.
All required alternatives have been evaluated and the findings made are clearly applicable
to this project. There are no feasible or prudent alternatives which avoid use of the Section
4(f) land.
The project includes all possible planning to minimize harm, and there are assurances that
the measures to minimize harm will be incorporated in the project.
All appropriate coordination has been successfully completed.
Approved:
q Uy '
ate ~Envirorunental agement Director, Project Development and
Environmental Analysis Branch, NCDOT
"`" ~
Date ~ Division Adm nistrator, FHWA

NORTH CAROLINA DIVISION
FINAL NATIONWIDE SECTION 4(fJ EVALUATION AND APPROVAL
FOR FEDERALLY-AIDED HIGHWAY PROJECTS WITH MINOR INVOLVEMENTS
WITH HISTORIC SITES
F. A. Project BRSTP-4121(2)
State Project 8.249580]
T. I. P. No. B-3652
Description: Replacement of Guilford County Bridge No. 20 on SR 4121 (Old
US 29/70A, West Main Street, Greensboro-High Point Road) over
Deep River in Jamestown
YES NO
Is the proposed project designed to
improve the operational chazacteristics,
safety, and/or physical condition of the ~
existing highway facility on essentially
the same alignment?
2. Is the project on new location? ~ -
3. Is the historic site adjacent to the a
existing highway? ~
4. Does the project require the removal or
alteration of historic buildings, a ~
structures, or objects?
(None other than Historic Bridge being replaced by project)
5. Does the project disturb or remove
azchaeological resources which are ~ ~
important to preserve in place rather
than to recover for azchaeological
research?
6. a. Is the impact on the Section 4(f)
site considered minor (i.e. no effect, ~
no adverse effect)?
b. If the project is determined to have
"no adverse effect" on the historic a ~
site, does the Advisory Council on
Historic Preservation object to the
determination of "no adverse effect"?

7. Has the SHPO agreed, in writing, with the
assessment of impacts and the proposed ~
mitigation?
8. Does the project require the preparation
of an EIS? ~ ~
ALTERNATIVES CONSIDERED AND FOiIND NOT TO BE FEASIBLE AND
PRUDENT
The following alternatives were evaluated and found not
to be feasible and prudent:
Yes No
1. Do nothing
J
Does the "do nothing" alternative:
(a) correct capacity deficiencies? ^ ~
or (b) correct existing safety hazards? ~ ~
or (c) correct deteriorated conditions? ~ ~
and (d) create a cost or impact of ~ ~
extraordinary measure?
2. Improve the highway without using the
adjacent historic site
(a) Have minor alignment shifts, changes
in standards, use of retaining walls, ~
etc., or traffic management measwes
been evaluated?

(b) The items in 2(a) would result in:
(circle, as appropriate)
(i) substantial adverse environmental
impacts
or (ii) substantial increased costs
o ii' unique engineering,
transportation, maintenance, or
safety problems
or (iv) substantial social, environmental,
or economic impacts
or v) a project which does not meet
the need
or (vi) impacts, costs, or problems which
are of extraordinary magnitude
Yes No
3. Build an improved facility on new

location without urine the historic site.
~ a
(a) An alternate on new location would
result in: (circle, as appropriate)
(i) a project which does not solve
the existing problems
or (ii) substantial social,
environmental, or economic
impacts
or (iii) a substantial increase in
project cost or engineering
difficulties
and iv such impacts, costs, or
difficulties of truly unusual
or unique or extraordinary
magnitude
MIMMIZATION OF HARM
Yes No
1. The project includes all possible planning

to minimize harm necessary to preserve the ~
historic integrity of the site.

2. Measures to minimize harm have been
agreed to, in accordance with 36 CFR
Part 800, by the FHWA, the SHPO,
and as appropriate, the ACHP.
3. Specific measures to minimize harm are
described as follows:
J ^
a. Minimization of tree cutting and impacts to the trees that remain.
b. Development of a landscape plan in consultation with the property owners
and review of this plan with the North Carolina State Historic Preservation
Officer (SHPO).
c. Inclusion of a two-bar metal bridge rail on a concrete parapet design on the
replacement structure.
Note: Any response in a box requires additional information prior to approval.
Consult Nationwide 4(fj evaluation.
COORDINATION
The proposed project has been coordinated with the following (attach correspondence):
a. State Historic Preservation Officer X
b. Advisory Council on Historic Preservation X
c. Property owner X
d. LocaVState/Federal Agencies X
e. US Coast Guard N/A
(for bridges requiring bridge permits)

SUMMARY AND APPROVAL
The project meets all criteria included in the programmatic 4(f) evaluation approved on
December 23, 1986.
All required alternatives have been evaluated and the findings made are clearly applicable
to this project. There are no feasible and prudent alternatives to the use of the historic site.
The project includes all possible planning to minimize harm, and the measures to minimize
harm will be incorporated in the project.
All appropriate coordination has been successfully completed with local and state agencies.
Approved:
1 a~ ~
Date ~ Environm to Management Director, Project Development and
Environmental Analysis Branch, NCDOT
Date Division Administrator, FHWA

North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. Easley, Governor Division of Historical Resources
Lisbeth C. Evans, Secretary
Jeffrey J. CYow, Deputy Secretary
Office of Archives and History
October 14, 2003
J. Kenneth Burleson, PE
TGS Engineers
975 Walnut Street, Suite 141
Cary, NC 27511
Re: Replace Bridge #20 on SR 4121 over Deep River, Jamestown, B-3652,
Guilford County, ERO1-8186 & EROl-8415
. ~G,~
Dear Nir. Meson:
This letter is to follow up on our meeting this morning, concerning the above referenced
undertaking. We reviewed the proposed use of the "Standard 2 Bar Railing (metal)" that you
propose to use on the bridge and concurred that it is an appropriate design for the location. Its use
will not adversely affect the historic property within the Area of Potential Effect.
The above comments are offered in accordance with Section 106 of the National Historic
Preservation Act and the regulations of the Advisory Council on Historic Preservation at 36 CFR
800. If you have any questions concerning them, please contact me at 733-4763.
Sincerely,
Renee Gledhill-Earley
Environmental Review Coordinator
cc: Mary Pope Fury. NCDOT
www.hu o.dcr.state.nc.us
Location Mailing Address Tetephooe/Fax
ADMI]VLSTRATION 507 N. Blount St, Rnlcigh NC 4617 Mail Service Center, Raleigh NC 27699-4617 [phone] •733-8653
RESTORATION S 15 N. Blount St, Ralclgh NC 4617 Mail Service Center, Raleigh NC 27699-4617 [phone] •715-4801
SURVEY & PLANNIIVG 51 S N. Blount St, Ralcigh NC 4617 Mail Scrvice Center, Ralcigh NC 27699-4617 [phone] •715-4801

~~ ~ ~~ 5rZ
•1~...-
North Carolina Department of Cultural Resources
State Historic Preservation~Office
David L. S. Brook, Administrator
Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
February 20, 2001
MEMORANDUM
To: William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
From: David Brook .,~~L~- .
De u State His~Preservation Officer
P tY
Re: Replace Bridge No. 20 on SR 4121 over Deep River,
TIP ~No. B-3652, Guilford County, ER 01-8415
Division of Archives and History
Jeffrey J. Crow, Director
Thank you for your letter of January 5, 2001, transmitting the survey report by Heather Fembach,
North Carolina Department of Transportation concerning the above project.
For purposes of compliance~with Section 106 of the National Historic Preservation Act, we concur that
the following properties are eligible for listing in the National Register of Historic Places:
Jamestown Historic District remains eligible for listing in the National Register of
Historic Places. We concur with the boundaries as noted in Figure 3 of the report
However, in order for the boundary to be formally reduced, as suggested in the report,
an official boundary reduction must be reviewed •and approved by the National Register
Advisory Committee.
In addition; we concur that the following property is not eligible for listing in the National Register of
Historic Places:
Bridge No. 20
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and
the Advisory~Council on Historic Preservation's Regulations for Compliance with Section 106 codified
at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have any questions concerning the above
continent, contact Renee Gledhill-Earley, Environmental Review Coordinator, at 919 733-4763.
cc: Nicholas Graf, FHWA
Mary Pope Furr, NCDOT
Location
Administration 507 N. $lount St, Raleigh, NC
Restoration 5 ] 5 N. Blount St, Raleigh , NC
Survey & Planning 515 N. Blount St, Raleigh, NC
Malline Address Telephone/P'ax
4617 Mail Service Center, Raleigh 27699-4617 [phone] •733-8653
4613 Mail Service Center, Raleigh 27699-4613 [phone].715-480]
4618 Mail Scrvice Centcr, Raleigh 27699-4618 [phone].715-4801

• ~'~
''~i
~~ o.../'
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. Easley. Governor
Lisbeth C. Evans, Secretary
Apri12, 2001
MEMORANDUM
To: William D. Gilmore, P.E., Manager
Pcoject Development and Environmental Analysis Branch
From: David Brook ~~~X. ~~~
Deputy State Histo ' reservation Officer
Re: _ Replace Bridge No. 20 on SR 4121 over the Deep River,
~ti`,;~I? No. B_3652, ~uilford Cotiaty, ER 01-8186
n ~
L.Gv\~Ol' ~~
Division of Archives and History
Jeffrey J. Crow, Director
FCC E! V<~
Qr!~ ~ ?.~JQf
}~~~
.,
Thank you for your letter of November 15, 2000, concerning the above project.
We have conducted a search of our maps and tiles and have located the following structures of historical
or architectural importance within the general area of the project.
• Bridge No. 20 was built is 1926
• Jamestown Historic District (GF 10) located along Greensboro -High Point Road. This district is
listed is the National Register of Historic Places.
• Richard Mendenhall Plantation Building (GF 14) located on US 29 - 70A south of its junction with
Lakeside Drives '
There are no known archaeological sites within the proposed project area. Based on our present
knowledge of the area, it is unlikely that any azchaeological resources, which may be eligible for
inclusion in the National Register of Historic Places, will be affected by the project construction. We,
therefore recommend that no azchaeological investigation be conducted in connection with this project.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 500.
Thaak you for your cooperation and consideration, If you have questions concerning the above comment,
contact Renee Gledhill-Earley, Environmental Review Coordinator, at 919/733-4763.
DB:kgc
cc: M.P. Fury
Location MailinE Address Telephone/Fax
Administration 507 N. Blount St. Raleigh. NC 4617 Mail Service Center, Raleigh 27699-4617 [phone] •733-8653
Restoration 5l5 N. Blount St. Raleigh , NC 4613 Mail Service Canter, Raleigh 27699--1613 [phone] •715-x801
Survey & Planning 51 S N. Blount St. Raleigh. NC 4618 Mail Service Center. Raleigh 27699-4618 [phone] •715-4801

~~ RNt~~
~~ ~„-./'
STATE OF NORTH CAROLINA
DEPARTMFNr OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
February 23, 2004
Mr. John J. Frezell, Manager
Town of Jamestown
P.O. Box 848
Jamestown, NC 27282
LYNDO TIPPETT
SECRETARY
Subject: Replacement of Guilford County Bridge No. 20 on SR 4121 (High Point Road) over
Deep River in Jamestown, State Project No. 8.2495801, Federal Project No. BRSTP~121(2),
TIP No B-3652.
Dear Mr. Frezell:
This letter is to update you on the status of the replacement of Bridge No. 20 on High
Point Road over Deep River in Jamestown. We have completed the project development and
environmental analysis and begun the design phase. The preferred alternative replaces Bridge
No.•20 at the existing location and an on-site temporary detour to the south will maintain traffic
during construction. The new crossing will include clearance for 10-foot (3-meter) wide
pathways beneath both sides of the bridge and NCDOT will allow access for these pathways. All
sidewalks and decorative light standards affected by the project will be replaced. Brick
sidewalks, matching the brick sidewalks through out the Town limits and along SR 4121, will be
used when replacing the sidewalk.
The NCDOT is in the process of designing the proposed bridge replacement at the
existing location. If you would like to check the desiga status of this project please contact Ms.
Cathy Houser, P.E. at NCDOT Design Services Unit at [phone]. Construction is
anticipated to begin in 2005. If you have any questions or comments concerning the project
development please contact Mr. Elmo Vance of the Branch at [phone], extension 263.
Sincerely, ,~~'1~ ,
~~ `l ~~".
L~.J~""
Gregory J. Th ,Ph.D.
Environmental Management Dvector,
Project Development and Environmental Analysis Branch
cc: Martha Wolfe, Deputy Clerk, Town of Jamestown
Cathy Houser, P.E.
Stacy Baldwin, P.E.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BuILDINO
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS ~ 1 SOUTH VIALMINOTON STREET
1548 MAIL SERVICE CENTER WEBSIlE: NM14aN.NCDOT.ORG RALEIGH NC
RAIFIGH NC 27899-1548

...~ .. ~ . ~~ Taws of ~ .~:MEsTOw~
Setdcd in 1752 Charccred in 1816
P.O. Box 848
Jamestown, North Carolina 27282
Apri124, 2003
Mr. Ron Elmore
NC Department of Transportation
PO Box 25201
Raleigh, NC 27611 . .
Re: Bridge Replacement Project B-3652
Dear Mr. Elmore:
At the request of Mr. Ken Burleson, this letter is to confirm that the Town of Jamestown
requests an easement under the W. Main St. Bridge on both sides of the River and both
sides of the walkway. This request is made in order to construct a cloverleaf loop for the
trail system as proposed on the attached drawing.
Thank you for your consideration. If you need additional information, please let me
know.
Sincerely, g~
~~it.~/~ S (~cla-lam'
Martha S. Wolfe,
Deputy Clerk
enclosure
Td: [phone] websioe: http://cg.thedepotco~amestown Fax: (~36) 886-3504

d°''~
'Q
1
~.... .
V
~ f~)
. .-y l
."~.` ~ I~
~'
~,
;~
~. - ~_
1~"'~ ~..

~^
,~
V
~ S y STS ~,

a.r
~u
.~
..~
~:.~''-
F , .~
f~
~J
.~
'. x
.,`~
.-yt
~)
:"
j~'~.
~, 1
_ .
_~1~~s .
.,
~'
2
. ~ .~P~ ~~
1-'
',~
~~ r
. t ~
~.
. 'rU
,,r ~.

P.O. Box 848
]arlElestown, North Carolina 27282
RESOLUTION
BRIDGE REPLACEMENT PROJECT
WHEREAS, the Department of Transportation is proposing to construct a bridge
replacement due to its poor condition and; ~ '
WHEREAS, the proposed Bridge is lmown as Bridge No. 20 on SR 4121 located on
Old 29/70 (West Main Street) and immediately south of High Point Lake and located within
the city limits of Jamestown and;
WHEREAS, the Department of Transportation has presented two alternates to this
project No. 8.2495801, TIP No. B-3652 and;
NOW THEREFORE, BE IT RESOLVED, that the Town Council of the Town of
Jamestown does hereby endorse the construction ahernate #1 of said project.
Adopted this the
lD~
day of ~~-£?/Lt..:~. , 2002
MAYOR ' G. RAGSDALE, III
_ ~
COUNCIL EMILY . RAGSDALE
CO CII, MICKEY PEELER
COUNCILMAN CHARLES W. DO
f
COUNCILMAN KEITH L. Z
Tel: [phone] websit~ http~/cg.thedepo~oort~/jamest4wn Fa,c [phone]
TOWN OF JAMESI'OWN

P.O. Box 848
Jamestown, North Carolina 27282
December 18, 2001
Mr. William D. Gilmore, PE
Project Development & Environment Analysis
NCDOT
1548 Mail Service Center
Raleigh, NC 27699-1548
Re: Bridge Replacement Project 8-3652
Dear Mr. Gilmore:
1 met with Ron Elmore, Project Manager with DOT and J. Kenneth Burleson, TGS
Engineering to discuss the bridge replacement of the about rcfcrcnccd project.
The Town is requesting that brick sidewalks be used when replacing the walkway at this
location. The Town of Jamestown has spent significant dollars to install brick sidewalks
through out the Town limits. We request that DOT does the same for coaformhy
throughout the Town.
The Town also requests that a decorative railing be placed on both sides of the bridge.
This request is both for protection and symmetry.
The Town of Jamestown understands that DOT is to meet µ7th the Historic Society
regarding this project. This project will require that a temporaey bridge be built on or
rtear'property owned by the Historic Society. The Historic Society will be requesting an
easernent under the new bridge for access to a walking trail.
Please advise the Town of Jamestown when you plan to hold a public hearing. We offer
the use of our Civic Center for this public hearing if you would like to reserve this space.
S rely, .~
~~
~. r
Jo J. Fre2ell,
Town Manager
Post•it' Fax Note 767 Dar ~ Pet7'e1
Tb r From ~ l~J V t Sr'f
CNOepI Co. .
p-wna A PnpnE M
Fen r ~' _~ Fey •
T.1• !'~~fl d5a.l IZIt ~.,..t.~:w. {,H.,.//... ~f,...7.~....~..,.,,la...~-~.~. c..,. izz~t aa~ zcr-,,
To~~ o~ .~~~~~owN
J
Seeded in 1')52 Chartered in IBIb

Settled in 1752 Charuered in 1816
P.O. Banc 848
Jamestown, North Carolina 27282
December 8, 2000
Mr. William D. Gilmore, PE
Project Development and Environmental Analysis
NCDOT
1548 Matz Service Center
Raleigh, NC 27699-1548
Re: Bridge Replacement Project B-3652
Dear Mr. Gilmore:
The Town of Jamestown has spent a considerable amount of money and planning to make our Town a walkable
community. The Mayor and the Town Council approved brick sidewalks in our downtown area. We just finished
another phase of brick sidewalks, which extends down Guilford College Rd. to East Fork Rd.
The Town of Jamestown received an enhancement grant to extend sidewalks down East Fork Rd. and to install a
pedestrian bridge. This construction will enable Jamestown to connect with the Piedmont Environmental Center trails.
The Bridge replacement project B-3652 is in the area Jamestown has planned to install sidewalks. Nearby the
referenced bridge is the Mendenhall Plantadoq which is a designated historic site. The Historic Jamestown Society
and the Jamestown In Motion Committee are working on a walking nature trail which when completed would start at
the Mendenhall Plantation and run along the Deep River ending at the Oakdale Cotton Mill. The Historic Society has
completed the first phase behind the Mendenhall Plantation. Jamestown has installed a pedestrian bridge on Dillon
Rd. Also, on Dillon Rd. there are two new residential developments that have incorporated the walking trails in their
plans. The developments are River Walls and River Walk West and they have paved walking trials that will connect
with the proposed Deep River Historic Trail.
Also, located at this Bridge Project is the High Point City Lake Park A large number of people use this park, lake and
swimming pool This Bridge is also a main connector of the East and West sides of our Town.
Due to the extensive planning and investment by Jamestowq we request a wide sidewallc be installed on the North side
of the bridge. This will connect with the Town's existing sidewalks. We also request to allow for future construction
of a walking path along the River under the bridge to connect with the proposed Deep River Historic Trail project.
Thank you for the opportunity to comment on this important project. We feel that it is imperative a close relationship
with the Town staff is needed~in the planning and construction of this bridge. Your actions could greatly impact the
work that Jamestown has completed and the future plans of the Town of Jamestown. .
Sincerely
J J. Fre 11,
T Manager
Td: (336) 4541138 websioe: http://cg.thedepo~confamesoowr- Fax: [phone]
TOWN OF JAMESTOWN

~~~~
"~
'~....s
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
February 23, 2004
Mr. Patrick Pate, Assistant City Manager
City of High Point
P.O. Box 230
High Point, NC 27282
LYNDO TIPPETT
SECRETARY
Subject: Replacement of Guilford County Bridge No. 20 on SR 4121 (High Point Road) over
Deep River in Jamestown, State Project No. 8.2495801, Federal Project No. BRSTP-4121(2),
TIP No &3652.
Dear Mr. Pate:
This letter is to update you on the status of the replacement of Bridge No. 20 on High
Point Road over Deep River in Jamestown. We have completed the project development and
environmental analysis and begun the design phase. The preferred alternative replaces Bridge
No. 20 at the existing location and an on-site temporary detour to the south will maintain traffic
during construction. The new crossing will include afour-inch conduit for the City's traffic fiber
optic signal cable.
The NCDOT is in the process of designing the proposed bridge replacement at the
existing location. If you would like to check the design status of this project please contact Ms.
Cathy Houser, P.E. at NCDOT Design Services Unit at [phone]. Construction is
anticipated to begin in 2005. If you have any questions or comments concerning the project
development please contact Mr. Elmo Vance of the Branch at [phone], extension 263.
Sincerely,
~~~~. C~ ~G~v~-
Gregory J. TAorpe, Ph.D.
Environmental Management Duector,
Project Development and Environmental Analysis Branch
cc: Phil Wylie, Director of Transportation, High Point
Cathy Houser, P.E.
Stacy Baldwin, P.E.
MAIUNO ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION fAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 NWL SERVICE CENTER WessiTE: www.NCDOT.ORG RALEIGH NC
RALEIGH NC 27899.1548

CITY OF HIGH POINT
NORTH CAROLINA
Apri19, 2003
Ms. Gail Grimes, P.E., Assistant Manager
Project Development & Environmental Analysis Branch
NCDOT
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Subject: B-3652, Guilford County Bridge No. 20 on SR 4121 (High Point Road) over Deep
River in Jamestown, State Project No. 8.2495801, Federal Project No. BRSTP-
4121(2)
Dear Ms. Grimes:
I understand that as a part of your project development, you need confirmation that the
City of High Point has had the opportunity for input into the planning of the project. Since the
project will involve lands from City Lake Park, the City of High Point Parks and Recreation
Department and the Transportation Department were both involved in the project planning
meetings conducted in November 2001 and March 2002. The City concurs with the
recommended alternative to replace the crossing in the existing location while maintaining
traffic during construction on a temporary detour located south of the crossing.
If I can provide additional information, please let me know.
Sincere ,
G~~j
Patrick Pate
Assistant City Manager
Cc: Ken Burleson, TGS Engineers
P.O. Box 230, 21 1 S. HAMILTON STREET, HtcH POINT, NORTH CAROLINA 27261 FAX [phone] TDD 336-883-8517

.1
Gurr~or~ couNrY
PLANNING AND DEVELOPMENT DEPARTMENT
. December 4, 200Q,= '°~ • ~ ~ ~•~~
,~ "'
William D. Gilmore, PE ;" °~ .
Project Development and Environmental Analysis ~•
1548 Mail Service Center
Raleigh, NC 27699-1548
Reference: Bridge Replacement Project B-3652
Dear Mr. Gilmore:
Thank you for the opportunity to comment on this project. SR 4121 (Old US
29/70) crosses Deep River just west of downtown Jamestown. In recent years, the Town
has invested considerable money and effort to create a bike and pedestrian-firiendly
environment. This includes new sidewalks on both sides of SR 4121 (Main Street), a
pedestrian bridge across Deep River along Dillon Rd., a pedestrian bridge across~Iiigh
Point Lake along Penny Rd.; and sidewalks in several other locations.
The reason for this effort is easy to see: Jamestown is a compact community
characterized by small businesses, historic buildings and parks in its downtown area. The
small-town feel has been enhanced now that residents can walk from place to place.
Based on this, we feel that the new bridge over Deep River should incorporate wide
sidewallcs on both sides and should allow for the future construction of a walking path
along the River under the bridge:
Please review the enclosed map of greenways and trails in Guilford County. I
have highlighted the Jamestown area to show that Jamestown Park, Piedmont
,, Environmental Center, City Lake Park, Town Center Park, Jamestown Elementary
School and other destinations are all located within walldng or biking distance of the
proposed bridge. Please ensure that the new bridge will add to the environment that
Jamestown has been working so hard to achieve. Thank you once again for the
opportunity to comment.
Sincerely,
G/, ~~L~~
Roger W. Bazdsley, AICP
Cc: John Frezell, Town Manager
Post Office Box 3427 • Greensboro, North Carolina 274B2
Telephone: [phone]

wr~tM NT I y~'F
a p
tll p
S
~ -' ~9
RCN 3 ~~
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33'126
Raleigh, North Carolina 27636-3726
December 22, 2000
Mr. William D. Gilmore, P.E., Manager
NCDOT
Project Development and Environmental Analysis Branch
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Mr. Gilmore:
Thank you for your November 15, 2000, requests for information from the U.S. Fish and
Wildlife Service (Service) on the potential environmental impacts of proposed bridge
replacements in Guilford County, North Carolina. This report provides scoping information
and is provided in accordance with provisions of the Fish and Wildlife Coordination Act
(FWCA) (16 U.S.C. 661-667.d) and Section 7 of the Endangered Species Act, (ESA) of 1973,
as'amended (l6 U.S.C. 1531-1543). This report also serves as initial scoping comments to
federal and state resource agencies for use in their permitting and/or certification processes
for this project.
The North Carolina Department of Transportation (NCDQT) proposes to replace the
following bridge structures:
1. B-3337 Bridge No. 527 on SR 1001 over North Buffalo Creek;
2. B-3652 Bridge No. 20 on SR 4121 over Deep River, and
3. B-3851 Bridge No. 21 on SR 3163(421) over US 29/70.
The following recommendations are provided to assist you in your planning process and to
facilitate a thorough and timely review of the project.
Generally, the Service recommends that wetland impacts be avoided and mimmi7ed to the
maximum extent practical as outlined in Section 404 (b)(1) of the Clean Water Act
Amendments of 1977. In regard to avoidance and minirni~ation of impacts, we recommend
that proposed highway projects be aligned along or adjacent to existing roadways, utility
corridors, or previously developed areas in order to minimise habitat fragmentation and
encroachment. Areas exhibiting high biodiversity or ecological value important to the
watershed and region should be avoided. Crossings of streams and associated wetland

systems should use existing crossings andlor occur on a structure wherever feasible. Where
bridging is not feasible, culvert structures that maintain natural water flows and hydraulic
regimes without scouring, or impeding fish and wildlife passage, should be employed.
Highway shoulder and median widths should be reduced through wetland areas. Roadway
embankments and fill areas should be stabilized by using appropriate erasion control devices
and techniques. Wherever appropriate, construction in sensitive areas should occur outside
fish spawning and migratory bird nesting seasons.
The National Wetlands Inventory (NWI) maps of the Crreensboro and High Point East 7.5
Minute Quadrangles indicate there may be wetland resources in the specific work areas.
However, while the NWI maps are useful for providing an overview of a given area, they
should not be relied upon in lieu of a detailed wetland delineation by trained personnel using
an acceptable wetland classification methodology. Therefore, in addition to the above
guidance, we recommend that the environmental documentation for this project include the
following in sufficient detail to facilitate a thorough review of the action.
1. The extent and acreage of waters of the U.S., including wetlands, that are to be impacted
by filling, dredging, clearing, ditching, or draining. Acres of wetland impact should be
differentiated by habitat type based on the wetland classification scheme of the National
Wetlands Inventory. Wetland boundaries should be determined by using the 1987 Cops of
~neineers Wetlands Delineation Manual and verified by the U.S. Army Corps of Engineers
(Corps).
2. If unavoidable wetland impacts are proposed, we recommend that every effort be made to
identify compensatory mitigation sites in advance. Proj ect planning should include a
detailed compensatory mitigation plan for offsetting unavoidable wetland impacts.
Opportunities to protect mitigation areas in perpetuity, preferably via conservation
easement, should be explored at the outset.
The document presents a number of scenarios for replacing each bridge, ranging from in-
place to relocation, with on-site and off-site detours. The Service recommends that each
bridge be replaced on the existing alignment with anoff-site detour.
The enclosed list identifies the federally-listed endangered and threatened species, and
Federal Species of Concern (FSC) that are known to occur in Guilford County. The Service
recommends that habitat requirements for the listed species be compared with the available
habitats at the respective project sites. If suitable habitat is present within the action area of
the project, biological surveys for the listed species should be performed. Environmental
documentation that includes survey methodologies, results, and NCDOT's
recommendations based on those results, should be provided to this office for review and
comment.
FSC's are those plant and animal species for which the Service remains concerned, but
further biological research and field study are needed to resolve the conservation status of
these taxa. Although FSC's receive no statutory. protection under the ESA, we would

encourage the NCDOT to be alert to their potential presence, and to make every reasonable
effort to conserve them if found. The North Carolina Natural Heritage Program should be
contacted for information on species under state protection.
The Service appreciates the opportunity to comment on this project. Please continue to
advise us during the progression of the planning process, including your official
determination of the impacts of this project. If you have any questions regarding these
comments, please contact Tom McCartney at 919-856-4520, Ext. 32.
Sincerely,
--~ ~- Dr. Garland B. Pazdue
`~ ological Services Supervisor
Enclosure '
cc: COE, Raleigh, NC (Eric ALsmeyer)
NCDWQ, Raleigh, NC (John Hennessy)
NCDNR, Creedmoor, NC (David Cox)
FWS/R4:TMcCartnby:TM:12/22/00:919/856-4520 extension 32:~3brdggui.Lfd
~:

/~ , ~uilford County Endangered Species, Threatened Species, and Federal Species of Concern Page 1 of 2
'~ Updated: 02/18/2003
GUILFORD COUNTY
Common Name Scientific Name Status
Vertebrates
ald e e Haliaeetus leucocephalus Threatened(Proposed for
delisting)
Carolina darter Etheostoma Collis lepidinion FSC
KEY:
Status Definition
Endangered - A taxon "in danger of extinction throughout all or a significant portion of its range."
Threatened - A taxon "likely to become endangered within the foreseeable future throughout all
or a significant portion of its range."
Proposed - A taxon proposed for official listing as endangered or threatened.
C1 - A taxon under consideration for official listing for which there is sufficient
information to support listing.
FSC - A Federal species of concern--a species that may or may not be listed in the future
(formerly C2 candidate species or species under consideration for listing for which
there is insufficient information to support listing).
T(S/A) - Threatened due to similarity of appearance (e.g., American alligator)--a species
that is threatened due to similarity of appearance with other raze species and is
listed for its protection. These species are not biologically endangered or threatened
and are not subject to Section 7 consultation.
EXP - A taxon that is listed as experimental (either essential or nonessential).
Experimental, nonessential endangered species (e.g., red wolf) aze treated as
threatened on public land, for consultation purposes, and as species proposed for
listing on private land.
Species with 1, 2, 3, or 4 asterisks behind them indicate historic, obscure, or incidental records.
*Historic record -the species was last observed in the county more than 50 years ago.
**Obscure record -the date and/or location of observation is uncertain.
** *Incidental/migrant record -the species was observed outside of its normal range or habitat.

® North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
T0: John Conforti
Project Engineer, NCDOT
FROM: David Cox, Highway Project Co for
Habitat Conservation Program G~
DATE: January 2, 2001
SUBJECT: NCDOT Bridge Replacements in Anson, Cabarrus, Catawba, Cleveland, Davie,
Forsythe, Gaston, Guilford, Mecklenburg, Randolph, Rockingham, and Stanly
counties of North Carolina. TIP Nos. B-3404, B-3421, B-3822, B-3828, B-3637,
B-3835, B-3454, B-3839, B-3840, B-3337; B-3652, B-3851, B-3677, B-350S~ B-
3694, and B-3700.
Biologists with the N. C. Wildlife Resources Commission (NCWRC) have reviewed the
information provided and have the following preliminary comments on the subject project. Our
comments are provided in accordance vvtth provisions of the National Environmental Policy Act
(42 U.S.C. 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661-667d).
On bridge replacement projects of this scope our standard recommendations are as
follows:
1. We generally prefcr spanning structures. Spanning structures usually do not require
work within the stream and do not require stream channel realignment. The, honzontal
and vertical clearances provided by bridges allows for human and wildlife passage
beneath the structure, does not block fish passage, and does not block navigation by
canoeists and boaters.
2. Bridge deck drains should not discharge duectly into the stream.
3. Live concrete should not be allowed to contact the water in or entering into the stream.
4. If possible, bridge supports (bents) should not be placed in the stream.
5. If temporary access roads or detours are constructed; they should be removed back to
original ground elevations immediately upon the completion of the project. Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should

Bridge Memo
2 January 2, 2001
be planted with a spacing of not more than 10'x10'. If possible, when using temporary
structures the azea should be cleared but not grubbed. Clearing the area with chain
saws, mowers, bush-hogs, or other mechanized equipment and leaving the stumps and
root mat intact, allows the area to revegetate naturally and min;rnizes disturbed soil.
6. A clear bank (riprap free) area of at least 10 feet should remain on each side of the
steam underneath the bridge.
7. In trout waters, the N.C. Wildlife Resources Commission reviews all U.S. Army
Corps of Engineers nationwide and general `404' permits. We have the option of
requesting additional measures to protect trout and trout habitat and we can
recomrnend that the project require an individual `404' pemut.
8. In streams that contain threatened or endangered species, NCDOT biologist Mr. Tim
Savidge should be notified. Special measures to protect these sensitive species may be
required. NCDOT should also contact the U.S. Fish and Wildlife Service for
information on requirements of the Endangered Species Act as it relates to the project.
9. In streams that are used by anadromous fish, the NCDOT official policy entitled
"Stream Crossing Guidelines for Anadromous Fish Passage (May 12, 1997)" should
be followed.
10. In areas with significant fisheries for sunfish, seasonal exclusions may also be
recommended.
11. Sedimentation and erosion control measures sufficient to protect aquatic resources'
must be implemented prior to any ground disturbing activities. Structures should be
maintained regularly, especially following rainfall events.
12. Temporary or permanent herbaceous vegetation should be planted on all bare soil
within 15 days of ground disturbing activities to provide long-term erosion control.
13. All work in or adjacent to stream waters should be conducted in a dry work area.
Sandbags, rock berms, cofferdams, or other diversion structures should be used
where possible to prevent excavation in flowing water.
14. Heavy equipment should be operated from the bank rather than in stream channels in
order to min;m;~P sedimentation and reduce the likelihood of introducing other
pollutants into streams.
15. Only clean, sediment-free rock should be used as temporary fill (causeways), and
should be removed without excessive disturbance of the natural stream bottom when
construction is completed.
16. During subsurface investigations, equipment should be inspected daily and
maintained to prevent contamination of surface waters from leaking fuels, lubricants,
hydraulic fluids, or other toxic materials.
If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are
used:
1. The culvert must be designed to allow for fish passage. Generally, this means that the
culvert or pipe invert is buried at least 1 foot below the natural stream bed. If

'/71i f'.1~ `~_
~0t~I~'l8fd~71': ~'llll~ .~118~ E~71': IB-3652
o -o 0
.~
-~ ~ o -~ -~
~ T
O O m o O
r ~ ~
rn _ `' ' S ~ n
z
cn N ~ ~ ~
i ~
~ I~ I~
~:.i ~
:_ No v~Io ;o
O O
v v
-"i -' ~ b
~ 0 N N ~2'J
O O (n
< -i O < w N ~
+ II II II II II II Z
v A ~ N b
C O A N~ A `~ a
a 7y
~ 0 0 0 0 ~ ~
w .a O o
~ ~
b
b ~ ~
b
b O
c1 ~ O y
y O ~'
~' ~ y
N y ~' ~
w
II a
N
~' II
. n
0 0 0
-~
s ~~'
ti b
~'
p ~!~~yy7 ~ ~ ey~. _ (7171
y ~+ 7 ?~ ~ o ~Af NI~/1
-<a 1j
O n ~ c'., ~ b ~zz~m
o ya oN K ~ Wncm~
y ~ ~ ~ ~ ~ mNN>m
O N-~ N
y ~ m
-~
ti y
~k ~ _ ~ c b
y lzf A ~ p, o ~ b
y O n D ~ o of A
ci i ~ k IA-' "" Y
n b lD ~ ~i
~ b~V7 ~ ~ ~ + Z b
'i ~ .Q ~ T A ,~ h)
~~ r~ ~r a
~ x <7C ~~ ~ ~ L7
~ +y A Si rtt `o b •~V `~b'
~~rn Im
~I
~ n
o~
b~
~a
~~ ~
~ ~
y
c~
M ~
y~~ ~ b
0
°~ ~~ ~, ~
~ y i ~ b
x~, ~
y
~ ~ ~ ~ '~ O
7al ~
~ ~~ b ~~
b fw
~7 ~JJ O M
'ta~va a eayGa
oz
,~ ,~`
~" ~ r
_ _ , ~ ~~.
~~ O ~ ~ '' ~ , cn y7
C7 c~ z~~~ ~ /I ~ ;r,...
Z _ti / ~I~ ~i3' S 1 /` /~ ~~ `~ ~
( ~~
~ \~~~ < \ ~
I ~ ~ q v
A ~• 11
D ~ /-- IN J ~ •~'
~ Ti Rl ` ~ `' -~ `:
~~ ~ ° n
tN~ 00 'o m D sy
~ g7 IV ~ W ~ O ~
r ~i ~
cn
~ s :,,
$3
o ~p ~ }y~~°°
~~
0
I II=I 15+00
r ~ I
I °
a
o ' ='
~ N ~ o
m n b~ ~ ~
~ z ~ ?~
z ` y O ly ~ a
~ ~ ~
~ - ,~ ~ ~ ~ ~
~« ~
z
CC'~~ ~ ~
m o~ `? O
~ ' r.I I
N - b ~-
~ , I , I', 20+00 ~ m ~
~ ~~ I ;~~ ~
.. _,
m , ~ _ ,~~ ~~ DEEP RNER ~ o
,~
~ ~ ~ ~ ~ ~~
~ ~ 6 ;~ ~ o ~
s a
~ 8 1 ' ~ m ~ ~ ~%'
I m ~...,, j 25+00 0 ~ „4~
4, ~ ~ ~ ~
rr_~_ vJ
vJ
-~`.~-~ m
® ~ n ~
~ ~ ~
N
-~+
I I ~ y
I i `.
~ I
0
~ a
~ ;;ah~
~ NC GRI~ ~ ~ ~ a
NAD 83 I_ ~ I W ~
- ~ ~
~A IW ~'
N
~~ I ~ I ~~ e (~j7
-1 N ~ N ~ ~ z
e z N N ~ P
Y I
~~ ; ~-_
~ ~ h~ of
~r ~
~~ js1

raj
~~
~ i=
H
F==~
d
V ""
C
~J

~
~
~~-•
L--4
~a

7
t=,=
~~.,
,/ {^_~
~-!~ r
r~ ~

~.
0
wa
w~
~~
~, Z
N ~,
z
0
i
a~
T
_
0

I '~l
s~i;;~xxex~sarc~~~aa:rasaa~sx'sxs~
W
~ 'D
O Zl
~ V1 fn
p N
~ ~ T
° frt
'
O
O
O X~7777
k
O
k
n
~
~
~ ~7
%, X~777
x. O
!1 0. O f
D • O
7
m ` c m 'D W ~ ~ ~ o O ~ ~ ~ W > > O ~ ° S S ~ O

-v
K
2 ° C m
^ ~ ~ r~ ~O
O f°
W 2
~ `~ c^o m ° r
7• -v
• r r ^ o,
~ ~
1
,~

(D
° n
~ c
~

a
^

~

~
r'

m
°

m
^
'
o
°
N
N

~

0
7

~

o

m
rt
~
°
7
1
F~
jj
~ p > >
o ~ ~ aa
o ~ ~ s (~ ~ ~ ~ o ~ 3- o
' s °S ~ ~

Cn to ~ ~ .0.. 7 fD
3 ^ "O 6 'O ~

C' -'•
r
o
~

~ ~-
m
~ o
v o
•a ~ ~
. ~ 7
^ O
O -
+ O
N O
N
o.. a ~

-v
~ m
~ o
o ~n
~,• ~o
o ~
0 ~v
o v
O ~
o v
o n
~ ~
~

(D
-Oa
~
cD
°
0
~
(n
~

o ~

^
~
-~
= ~

C
a
"~

~ <
<
S
m
n
^•
~
DJ
~
m
^-
~
~ ~

s
~•

~
..n
~
O
coo
O
~
~
N
O
~
N
^
N
N
O
~
N
^
yl
O
~
o
cD
O
rt ~

~

v
o
o
^ ~±,
~,
b

y

.__,
n
T
~
~ Y I
' I ~ j

r I
~

,
i I
~ .~

~
~ ~ I I I I
~ ~ ~ ~
I ~
~~ ~
I I F I
~ i \ I ! I
W l I I I I I ~
( ~ (
'j ~ I I (
"

_

-n

~

^

~

~

o

O

cn

° ~

to
^
~

-o
o
~

--1 ~
m
° I I
1
O v -o r -1
o_ o = ~ o co
°
E I

-a cn rn
o m x,
rt ~

cn -1 0
^ = o 0 0 ~
- O' W "

o
o

x v
N• o
• I

~ ~ I
l
I I ~
-o p -n _v =
o o °o .n• m
Z
(D
(D
p• (D
O
N
~
~
N _
.Z
~ i
lD v
O fD Y
i O
~ .SF (D 'D
^ ~• P ~ O ~ O
O tD fD
~ (~ ~ O 0
O rt
_
O• -3i. O O• 0•
~ ~
(D ~
O
fD O -- rt
O O_ ~
=. Q'
Q
p ~ °. C Jp
3

~ .-«
fl
cn ~
O
n ~
~„ O
[rtD
~ O
~
~ N
fD
~ p
H ~ 1

~ ~ S 7
W ^ ~
W O 'V O
o -I ° o o O fD ~
7 O .~
p ^ C ro -O« ~
p
N. ~ ~
s~~ C v+ N
~,
o .D ~
O.. ~
o -9 ~ O
.~
ro n• ~ ~ T
T p7 ~ O
x °-
~
^.. ~
W• C
7
~ _C
? Gl
N
^
7 -~
3
O o
~
~
~ 3
S
O fND ~ W W O
CJ S
~ ~ ~ N O ^
„G,f ~ (D 0. (D O
N N 'V 'O
^ O O ° 7
O
"D 3 p
CD O
~ O
O
~ Gl (D ~ <
.... N ^`
fD
-i O

x 7 f0 O

- O_ S
_
° ~ W ~ ~ ~ - ~ O O O
`°
°
C
y

Y l i ~ "~i
~-
®D ~ 0 O ~ O® O o ~+® CS ~ o- .- I ~ I i ~~
o ® ~ O o 0 0 D D ~- ~- ~}
~ I ~ i ~I
II
i~ J
x w p o o -~v ~ ~ v ~ Cl o !'1 ~^ m D p '?~ -1 C ~ -I -o to ~ to to ~ r C
0 0 ^ a- ~ ~' ~ o ° m o o ^ ^ ° 3 -
~..•~^-. .D ~ O n 'D 'O 'D <^ 'O •D fD ~ ~ C ^.. O °~^« (D W 7r tD ~ -~ In 7 7 ~ (D
~ ~ ^ °- -, o ~ o c^ ~ Q' o C1 ~ o ~ co
W e o ~' o ^ o ° o
~ '
~ 3• a ^ ~ o G3 ~' ° m ~
H rt
~.
v~ !D• ~
~+] I ~ V ~
I ~ ~ ~ ~ i I I I ~_
I ~ I I ~ ~ In -1
IW m ~ ~ I `" ro I I~ I I ~(~
~ ~ Q1 O f~O ~'O p y O I
m m tD ~ ~X ~ W ~ I 1 I ~ ' r A s ~ N >E
X ~~ I i- I ~ I I I
I ~ I I I
to ~ to < O ~ •2 to to r -I -n (1 rn W W -o O ~ (1 Cl 2 r to to S cn p Cl •v to C7 O G1 ~ "n w
~• rn ^ o ~- °o ~ c^ c^ w Q• ~ ~ x ~ ° ° ~ Q- ~ n. ~ ~• ° _ ~ ~ ~ ~- o ~ '^ cc ^ 3 a
3~ ~ 2 ~ o o° ~. °° o °• o o c^ o v 3. H ti.
fD G ~ S ~. ~ N O O p ~ rt
~ ~
a '~ G 3
~ O
° o 'b ~ ~ ~
~ °
'~ O
O: ~ ~ ~
'~ °
~'
~ ~ ~
~ ~
'~ ~ ~ ~ •'
-~ r I _ ,_~
~~ze,„~~
r~
~3
d f
q
C7
~d I'
~~
C1~ r-~
~~

iFi
F'C
E¢Ei4
it Et'~C~~2 EEESib FS9-tEEtEE
T i
-~ N m
r- m ~
~ ~ ~~~ moN
o ~ ~?z °ao ~
mf ~Mm-•_g~g~z8 ~
~, yv,O ~ ~ wQ,c6"cc5~~cnn,~ C
-iN ~N zpW c..i ~lyo
~N ^^~,,~~~~M~~~yT
O A Cn0 NO ~ ~~~ T~rnrn
ti~ ~~~~o~n,rTim i
oNmo°oc~n~~~~~o ~
~ n
~o `0~~~ o
~~~°~ '-~
v ~ ~ b
o~ ~~~~~o~grvm~ ~{ I
O Ol b C~T1 j W O W O N m O L.
O
N b-~..-~ ~ t~i~
_-1 ~ 6 ~
n n o
rn ~ ~~
., m < .~;
ti r ~ 7 ~r
1 - + I _.
~ ~ :~ ~J ~ U
~' ~/
- - V f
T z ~, z -ni
F ~
" _ I,J o _
r : _ _
-~ 'ryr
s i ~- c~ ?i
c v
i-' ~ __
o z.
Y 7~.
'J 2 t) r, V
VI - ~J L .J
m :~
~ :n
..
-, -,
. ~) ~
f"-' _ L-
-~ V C:
r
~ n
_ T
G =[' fl
>• _
C_ _ -~
l' 17
O
N \
y
/~
y,
']
O
LL~
H
~ ~ b
O
o ~ ~a
7' ~
yy n
by y y b
~" Or O y
x ~ ~ n
b'y'y'~
~ ~ ~ Z
r
o ~ ~~
o
~~~o
y 7 ~~
c~~~~
yr~~
c~i~ y~ .'~y C
~ r ~
~ o b
~ ~
y
O
a ?~,' y
~ O
O ~ ~
z
~°
o
O
y
O
7
Q
0
m
N
~I ~ O V' Z V S O
~ Oi i~ T
V S V W
© ~ ~in° ~ m. mm •~
• .w~ m r z i D

• J~ D J ~ L
ti
~Zm ~ r- z m z a r z i
. r n
V V 2 ti D~
ti V y 7
LfA ~'2a
s

a may: n
m
~ L ...
~1O N Z • T
D ~
AN „
~~my, W nn
.. o c~ -.
ry.~.. ..
,D~ Z • r.DN Z
9 Z ~ T

u
~ ,~d,~~
I I \ \.
I~~ \
I ~. i zl~,
I~~ Vz
I I ~..~~nm
I I „~;.,
I~. ~ ,
~~ °' ~ i
_so I
_-_ I
I I~
I I ~~
~~ --yam
~ ~„ ~1'
'?
1 LL' i ~ ri
Ty°',
~, ~ r ~,
„~~' ~~'
~^ ` r
-. >_
_ oo ~
~~iz :,
_, .ym
~:n.~t `i
yI.•
~,\\ \ \
n LI~.~ ~.
y.
-_:z;~,
•~N`'
v _~ P n
t~
c~
0
y
h
~~m
O n"`i z
~ o
k
...
try _
2
O

O
0
0

ti
b
I
I
I
I`
I
I
I
I~
I~
I~
m
ICI
I i
i I
I
I ~
I I
I I
I I
I
I
I
I 1
I I
i I
j
~' 01 ~
', ~
_, ~ ~_
ii
~s~
i ~
IaI
I
I
j~l
j~l
I I
I I
_/I ~~
NC GRI~~T-
NAD 83
,, ~ z~Jz
_ -~:nc
i 0 - a: 6
t;
l~V~r: r-1
r' M r
--- ~----- V-1 •
.._..
,~ ~-
a a a v

~ ~ n f x
is aav.++ -~a'
rr1
vJ
N
N
O
O
O
b
b
N

a.
w.;ni~~¢~sxaFS~~t~~cTSt~
1
~.!,%/99
~I1ti t1 ~
'i1f ~ ~
Z Z
G. ° ~,
O
O T ~
° C ~
pro ~ N p
°
~O

n
y ;1,
fN
N
r
N
O
~

,~
n
O O N ~
A

Z
Z ~
m
N
'1
ZI°
_l
•I
.O , O N
W IN
11
i`

C~- t.
;
i o
0
IN S
o °~ ~
v
I
° W

-f w
~ O
W

cJ

"C
C
-i
N ~o
N ~
L m
N m °
W o
N o n
W n
N j
~ 0 v D
rm
i yn -1
am
a <a <a ~mya D v
>D
~ w v : O _ O -
i
Dry
°
° <
°
' D D
° -
/o l
<
-( a c
r
o zmsv
z. v
a
z. yam
<
x
. v m
v zni
v
m Dv
a. miv
w x o o ; M o N

D
~
~m < DD ~'< D ~'v D<
S
< DD DD

D y
~ D
-
m D
O m <~
m y -a (0 Dm
A O. <
< Z
D
m <v
m 9 CT
m y
x m ' ii
D Do i
m O~
m O
mo n so io
Z D c
io
m OK m
m ~{ X 2Dm0
m mX m%
m O m m 9~
a tiro ~• m y
~ ti Ci O a vCy2 D
J Z
D r
DN' D a Ny3 D~ ~ • 'p
j( H Ll SymN r
m~ c
i=
D
O 2 Z D
9 =
ZmD
V
- m my <
S T Tm TD
0 D9
O
m DD
<y
< iT OD
m~ Om
m m

< 0 D
'O 2m~
m ~
m ~ ~
D r+-i ~~ S
n-1 D~ D-1 '~ D mti

..,
m D
(D~1 H
HI'O Nf
'
(-~
r0 Z
...I
A
C N m
~Na Z
019
-DiZ
-DIA
2y()

-
Nn
~

i'~
my m o
m
m
~~9m
°m C1
=
m
m a~ o
m-, o ~a
m m

~
m
A m y O
Dm r iry
( r~D9 ~0
u
zoo om imp m
e
m
o oom ••°a om m
• o aww u
i
0 =. o n
n N'v -DI y ~O A NO

e - M9m
'00 mH
O YAp v ;N
O -i
~ D O
C D A
DlOni
~
Oi
-D19N
mx(n O[m
mD- <a
em
am -i9m y
<

Om
-
, o~
m
m
111(A X i)i( O Q
~j~~ ~ z iif}}f ~ Z
,,100 °~
~ m
G1 p x
o~ 111~~z
o ~ 414 ° ~
~ L '
T~ A
I `'~+
.~
~' 10
1 I r `7
m
N
ill ~ ~
N -p
D ~ ill Z Z
00
V "( r" 1
N
N + (1 ~
o ~' -~
+ "'
V O
Z
Z
vO O
tTt
~ + to
° '' ~
O
m + -n
~ i O
p ~ r'
_ /mom <O
~ ' N
+ L
~O
O ~
V ~
Z N
/~ I,_. I
``_% I
I
I
a ~,;'
~ N
t0• ZI
~ i ((,
T I I,
O
H I ~
C I (.
0 I
n_ I I. ~
7~ I I
(~
I
3~w
zl ' ~~ ~
I 1:~1\ c .
N ~ ~
Y
N N ~O
+~ -~3 Z
OZO
1
~ 1 0, to
o vrn --I
oo ~ N
D
O o_O +r
- o. Op 0
~
O~ 0
01
~ LJ
°:~ OC O
I
I
~cTn ZD
vQ o
O
___~~ O ~ 'T~
I
m~ G7
~ O

°I Z Z I
N
I
°~ r°a ~~
oo 0
~ m-_1
r O r-G
I -n -I
D
O I
' ~
`~ m Z N -I O
D N
~
I m ~ o
'i
z I ° T N
l -~
~ -~~O +r
"
I ^
O ~ j

I I O '-
I
O~ A ~I v N o
(m/1 N~
`V H* 1 N~
r C7 D
[
~, I ~O~ ~ n~ ~
~

m I
o

N I ,

O +
~ I

(n
n
-~ Oi ~r
-}-
N ~
N o
lJ0
I l
zf
-
~ V
v,D O
+o
~Z
~o ~ ~
O N
I ~N
r O
iF

Q j ~ r~ tCii rt~7 Z r~ ~
I I tCif
m Z~ m
D
D Z Am
D c
n
l
r G D D
~

N~
N N .p
"
~

D v
mD

m
N No (
~~
D
'-
+~+
V D + + -p
~ o t
ii ~ "i 'o toil O ^'
~ (~
O~ O T
O rZ I O
O r
m
Z
v~
~
O ~
1
DO
m '1
O
Z
cn
f c,

~ Z
v 7
=1
0
~-cni wv' ~ O

IvTI O N~ ~ D D r
+ °
Z m N to Z m
O
0
0 N o O N
m ~N D I ~
G1 -D-1 7o N ~.
°O ..
Z O to
~ 3 + G7
N N Z
~
v P
~
D
o -
G7 ~ ° A
cNi, O
v
+ m m
V

l7
O ,
0

IO
x
o.
/ fOR
s
O~ J
m
o. L
T~
i
OP
m
A x ~!~ ~ ~ ;l; !!1 Z i
o~ lli~oy i111~ °~
z
~ ~ Ri o cZi
u o
o
N
P ~` i-~ N
° A
~0 4i
`~ €
C O
0
G1
p Si
1r' ° "'
o ~. Z Z
)ij o 0
C I D

m y,
J
-~ ~ I ~ '
- o ~
n v ~ '^ ~
D (7 i
~ o
~~ ~
r
N
D
- I
a
IN AO G1 N
0
m r
m 0
~ ~
~ ~~
?
s
A
O (1
i ° ~ I
z O W
Z _ p l j

Z
O
Z ~ I-
y
p r`"-~
o
°~ ~
A
-,
°
Z N i ~
~
m 0
* ~
w I
Z m ~O~ 0
D Q
m o,
N I

O sl
N I
~oo
n
r, y N a
// ~ Z ~ i
N
° A
~ W
H n O
FOR FILLS
~O
A
N
FoR cues ~-~,~,y

~ c `G~
a ~

OA
v•
rn a
.~ ~ a ~,,.: uLC t/~

o. ~

~ ~ m
x r
D N -i

N ~

~ ~ WZZ-IZ
~cm~
~
~

m _Z
N
mJy~dln
OlN-1-~

~ ~~~ N-p N
O
l
A Q i
~)
0 ~
n. 111 I)1 ~ ~
Z
~ Z
)ilO ~ I 'o ig ~
$ ~ z < tN a
r. rr.
S ~ m o ~ T
A~ N z
z

~7 n
z
a~
ro
t
" z
3y _
=~
n`
AO n
Z ~

sssaxss$s:sssas
;'
i
~_
0
v vtD $'DA
mm~a~
WWNNb n n
nnai c~~o ~
uia~ooZ 0
~~ofn m
o A
`~
~w
a ~;
1 4Ln~ytiop~
II~4 11 11 p II~
~oNwc~' Ncgo
7 ~ }~~t~p
~G
4rn~~1~OD~
- II ~'u u n n °~
II N.~,~~o
~~~qy~
y
vm~y~OD~_
q II 11 II II
44AA
~O~L~pcVpNNN
~~~~~~w~
~ ~fD Cy
~ ~~~

GOa'OO~IO•W
A~
<_
°PO
~~~A
~p~~
°~m
n ;v
~~
N
m
mO
y
~ ~" ~~~ III III 1 ' ~ I~~~P
•~ ~F~ ~ ~I III' ~ ~F ~ ~~~ ~ I ~~ °b
I I I I11 ~ ~~ ~ / 'a `a
a
~~' / ~ ~~ - ~ I I'~~ r I I / ~ CONC C6y}
/
~-X._ k : ~ ~ I i ~ ~:
ae•wOjj"- n~---------
~ Vo hl I IC 'III I I -- - I
o I ~ I ~, f I I ~ ~ I~~ ~~
II.GI l I' I of I ~ ~
~ \
~~ II11
~ II r I
.I III~I11~ ~ +~
xo ib
m ~ ~I I II IJ II _n 1 1 ~ /r -,
+7n ~IIITI' ~ ~ 1 ° ~~~
^ `III /~~~ I 1 ~ ~ ~~ ~^-~~
L ^ I,I aN u ! ,ol ~/5 ~i L~1
sn ~~ ' I , ' p r o ~ Ir Roclc wau I-
I I I " G'~, ~ ~I ~
III i`' /,,~ L (,---~--~ XL_~ I ---------
i 11~ l '~ ~ -_~I /X I I
~~ IIII ~ ~~ ,~ .;~` ~ I--- {--XJ
[ IIII %~ '~~~:t9` ~*m I
% 12, ~ 111 c;i~~I Ip t ~~~+\ o
~~~ I IIII I ~1 ~' `~ ~~-------------~~ I
r--
~~ ~~II ~ Q ~~~~ A Tr WROUCer I
^' I- '~_ ~ ~~ pL~-~~cnlnN x I I
I I r e~ x
m y _ 'I pI ~30 ~\\ \\~~
o
rT
~ ~f
c~ ~
z . ~ I

~o
I

~1

~I ~ -f~,

~
~~~ o~

~ ~ ~

~~~- ~
~ ~

u eL I
. m ~
~~ ~$ o n
I
I
~ ~; ~
~ ~.L
f ti 1
\ ~ UO
m
UL i
~W I
~ I I
~;E D V -ems <~NCV '+t.., ~ i
j ~ ~~ ~ ~Tr I - I I
~ l ~ ~ °°° q-+~ ~~ ~
RID
~ ~
_
i ;t:1~1} I j l ~ r .~
-~
!~-~ NC G
NAD 8~
I
ll-~ HU]-M/~ /
i~ °m°m~ _~ Na _ ~ - N _ _
mcD to lny 0."fO >> ~~ N
~f' 44NN~~n~ ~WV ZC m
_~. ~ ti ;o ~e oL d ~ ~10m r~ y'~
L~dN]N~~~L+p~+-LIM%Ondd ,9~~'O~'<~-'V f~~~ F~~ ~ L -
S Cl G)nN L=~-..~ t 8n
ya, y9LVIL.o ~ Ij 1 13amo r(^nQ ~ ~ I
-/~ Z
0 "5}'.0'01 - - _
09'081-- 27 .C RLYL ~R ~~- 9 _
~~ a-.
o mS IU
F3 ~° I A
~- OEEP RNER y ~0 m
~ ~In' 7~5~ 011 O? 1
" rm J m -F- 1- -
~_ NTs'zs~i0'f~ _ aG ---FFF _ -
. o5•G'n ~ _-RC>.y0.~ .. _ ., rfxs!.u'79hf 7~
/~//- bp,L ~~
J R
--t za ,_
~~ 1 N m ,- - I-{'z z -
mmmin mmmin °m -w' +G5
,Ni.~'iip,~~,-~~~P d r Nm ~ - ~i ul Jr.
O ~IAy OT:Od µ a _ ~ L m ~
~mn+ mn+ ~ m ~~m ~ I 'I~r~ ~~ir c _S
LD yAV\ N~\ ~ ~..I 7<
N 1 IUD 1 0 ~ Cr I amn n [~ I ~~~1' ••m -
-(K^AO < NO O ~T `^mr ~ W m I I7~~ ~2~aiaa yl. ~ Y
in zn A 1 °' a.°-i~ uNr i3 .Z.1 ~ ~I ~~~ ~w~ ~m ~ ~ :~L
. L"°^ / ~ _
N• +ul ~ x nn~ 1 ~ c, m
~+ ~+ Io `sue :i o` ~ ~~~ ~ "i 5
to .Le x~ ., oL~~Lm~ 1 / a
N \ ,l
N ~o `~ T~r~ p 'I
m a z ~~ ;.Eb l
Nm' NbA
i~1~b _
N ~
~p O -
o c ~ F
n -Y -~ __ -_ _-°
Z ~55"~-.9`N ..FFS ~~~ ~:r~4 r~ 133H15 ~
v'}~ L~~~ f15Z __ _
I l '
2 ~^ .~ ~S2e95ol=tl ot'bc-~ ~~ti~~~.~' N xz=~V~°, ~f~I
O ~~~~~n
I
m O O ~ I f N2i~ ~.h I
'11 ~ ~ _ 1r~~1~= ` a r
v ~ c z ~ v~ ~.~~
~ 0 6 o m~. ,~ ~°p I
1 Z m F' m o m 1
~ n A n ~~~
A mN
:V
~ ~ - n~~
rtri ~ _ n Lna a
~ a ~_~ _ ,Na,.~>>_ _
A -- ~T
--- -.7Nrl]ZY --
IyO yv.v1N ~~ ~ ~ ~ :'i NO'SB'17~ C'x'A ~

m
u
- I'
( T ~''; / n .~'~
~L //n
L 101n /
~
I
/
~~ \ ~ , ~ `~ oEEr RNER

~
o
I -~ ,dam
f^ 4 ~ rm
~~
^ / fi~
~
// 1
1
V
'
V
`~
T~ s _tT_
N
'~ ~ _
~LD ~
O
~~
~ L,Eg
O
,.. ~ / N N ~ / O +
~
J
/
~ ~ ~ OT
n = av ~D

~ N ~ Ol
LOO /~ ~1 Nm
//~ Ol ~
'" ~~ // mz
~ ~ n
-_
` ~

i

i

I ~ r
ti II
.GC ~ ° //
U
~z~~ ~ . ~
~.:~~._-._ ~-
Ii, 51li.E
7
_, ~
.
S
lIN m/J` p~ EO'CIIL U.flB Nnll-R/W
Y X-XX--K--_X
j•
516
2] R/W- C _
~=X=-
.
orna~
JJ
~~ ~T
/ . ~~ lei cu
~ciec ----
,
I
~
1 1~~?~~, I~ ~~ ~ ~i~ ~1=
'
I I
~
----_-J~
''~~~ ~! ~
i ~
~ I
T
_ i ~'~ ~ :~ =`all ~y II
AI
i ~' I ~I II ~ II
1 Nr w I
~
"v p °d ~
I I ~I o~ir~~~i ~
`n
1 ro N

+
It NvLno I
r~--- ~
Z
I
~Illi \r I~IIIIII Oi NI~J~ )h
-111 ~y:'~N w. ~l~p N ll

I a
=:n
~m
n
7{~ m
<
~C I~ -__ _---
OIII V 1. III ~
~ NN
W ~
_
{
,
_JI
~' IIn ~I Y-
J a

~ I
~ I ~ r
I `^
II \ ;~
p
~ ~i
I
B .P Lf -=~
~5
- --
~
~
.
~
~ i` J
©~~
l~~`
- a
m
I
1
I
E~
I
II
I
<P' '' - ~?©ea~~
I I ~~ 95}7~.~v
La -
ii. ilr ~ 129.26 n~
-a
73Mx1`J ~
-,I~- ~_
_(I;,1 _ _ sN v
nA
r F~i~`~~ ~ A9N I
1 ~O ~ ~oor
8d I
~I. ~ ( _~
,.
3~ r
I~ ~ ~ L -- D
i ~__~ ~ ^
------
IW
I p Op_
~, ~ ~
~'i,-3
f, ,,~~
f .., ~ Cn
' \
~ ao
~
\
\ _
nm ~
N
\ ~~
~/ f ~
~cm
L W
~
v3 ~ ~Ni_Z
f0~`"'m
L/1
n W N~-p
L
~` N_A
O_
N
1 m
~
P.!17/99
HIGH o;,9\T CITY LI`AITi IINE
JPMESTGWN TOWN LIW Ti LINE
8
~N
a ,.v
~ro
~~
rn
T~
V
O
v
O
C
b A
O
nK ~
I
'~~£ ~~
41 Ul Z
i ~ N A
o °
S
Zv`
"€ ~
m N
rR ~
e

..
R
asssasasassssaa
-==i
S ~ r~
~ m .r ran Ly~_.
A ~ ~1 ooN
;bc ~ t71 .Zi T_ i
r> 7n ;;{ ~ m f~ ~ m ~ =3 M
"i~wRRry»iS,~r~~"~~; C
~~IY~~~o~~m~~"~ O
~~~$~=a
C~~~~ ~° ~;~~ m
1~ •~~ ~~ T T ~ S N
pN mU }Oln~~~ ~
~7 ~
d~~~~~~6~~ ~
~~~~~A~~~=N~~ ~
~~~ ~~
N ______ -_.--~
Y 'cu

^y .p~
_
U
~s
b ~ ~
6 ~' ~ .. ~
~~ ~
\
0 . \
. .
~ A L
~J i LU =
~;
A~
o

~ c
Ro nit
ar
~
c
~ ! i ~
I
s
y
8'I ! I
? a• ~
~ ~~ I
~
06
~ I

n ~m V
r~ -
~ ~ I
A ~
d, ~~,
Qz ~ ~ o
ur ~a
L
S .~-.
to Z
O
-• ~
°mm°w v
mm~~„ ~
WUNN~C ~ O
m N
GTinn ~N ~ ~
1".I i3 Ama`a' z O
.-loN m
om ~p
K
^~
H/17/99
I 1 1 ~;1 --~ III
~x~ ~°~ ' ~;I lil ~ ~ I, awaxa
'''`'~"~ ~~~ $ ~ III N I 4o s I°~ ~sA~~
,.,rte' I y ~ ~ II I I I I, ~ I ~ G r/ I z;~ ~ ~ $ ~ g~ ~_ ~
.,I ~ ~ £ II III 3~I I !^ ~ I 6 ~ ~-~,i ~ " m y~ ~~3s° . gR
~„ rs ~~~, 11~,~~= '' `4 I 'old ~'~ ~ 3 ~~ ~°
~II iI all / I ;a ~ A
l mA
1{ ,, r {-
11 ~i :~ .- rs
~" I 1 ~ I I III` ~ i l / JO'CCNC_C6G ~ L ~+a ~ $'n~ I ~~i
/ ~! 5 ~7
4BXWU tw + ~ ~~ ~ ~n d" m~
~,-0 ~N III"~~l I m z~~--- , € ~ d A=
-+ I ~ I I . arm
$'~ ~ k~ I I I I I r I 1 : p oi ~l o
° ° ~~ 9E ~ ~' ~t 1 ~~ I- --~ ~' ~ I~l~hl~l ~ ~s Z=
~-. ~ ~ ~ 'G~ I I of I \ \Z ~, ~
IIw•w ~ ~ j. I'~ \ ~v+ n a~
N m SI
P-COR - r)) O ~ m m
/w-coR _ I ~I I~mIIr,J ~O "' -1~-d ~~
n~ n~ III„ Irn'~ ~o° +/ ,T,~y 3
~1 r a T c
' fop zo -]u i~ l n l l 0 1 \ JW~., \ +/ 9 m c ~~ °r m
11 p ~ n °o o r m
i m ~- +~' III IN ~~ 1 ~U .~'/I / ~~ Nmo w
_ ~ ~I II r, /~~ ~ li
vP~ a - ~ lil ~~ 1 `~ 1 p {`' N ~IrROL,c we~L I~ I In
~Ln~~I~ODb m;; u~ + ~" I,I I^ I r 1M17 (L 1 -----
4m U II II p II N +umml~fA-l-1 ,_,3 V `~ ~e I~~ ~ i ~ /~ ~ x ~ -~ --1 XL--~ x ~ I
" ~~~N`~° ~ ~.~p ~ ~ III ~~ l ---~ ~--X~ I I
oNjE~m ro~ ~~ "' :~ g
~'bpWp ~O ~ T~7v m~ I .y ~I .I oo- ~~'-.'..~p X- ae•~vL x ~ ~mm
~LVOIQ~~WL~(O~ `~AKO mmv ~{ ill ~I 'la °% ~---------- I-.- man
N~t~ A ~ IIII ~~
n -,~ ~ ! ,i I I'L ~ ~ "~ ~ m
mmi mo f('p ., I I f ~rc+k .b, 1 ~ I ci~ ~ ~ -~lo
~,
.°~ ~~~ IJJ 15 I~~' ~~,`I~8 ~~~ ~ r~~ ~ ~P
~v1~J~IrOD~ ~o m ~ ~ ~" , I s Ip ~~ `. " ~
n n~ ~ m.d ~ ~ o ~~ ~~ c a t
'^ a u n 11 n° ~1 I ~~ i I~I ~\ ~-------•----
- `' I" ---I r---
o i- ~ ~
~ fi ~¢O T~rjr N~~Cy~~ fTO~~ (11 N~ ~In ~ I~ N \~N \ ©~ 72' RON GHT
'y+~~~Q~wN y I rn ~- A ~ I adn~~ll~('m~~ ~ \ ~ L_-z_ IxX x 4 I I ,
~~
i §~l~+r I n "' I~ I '~, I~ ° ' '.A~z ~- - \`~\ N ©L-0 I 'T L--_J
_ ~) <.
~ W > IZ ~ n~- ~^po~ ~ `~esr \\C 9F Off`
v i- Iz ~ -~ \~\T '-~
<V1 ~7 ~1r OD~ `~° ~ ~ ~~ ~p'~I Q >< x~N ~ ~~t,P ©©x -x------X-x-
4t~ 11 11 ~ L ~+' I ~~~~~°- ~~~\ \~\ n
II II {ln._,yW~^NI Ly~~`L,~y` „-~.m °~~ Hm r~ ~:o ~r~~.~ N to \ ~\ /v/i u<
~~O~~y^~r` V-I. A ~# Np a N / ~ 1 ~ 1 • ~ ~','~I .. m.~ ^ rU 1 \\\ // NCO Im/INp NNNi 'x j
LQ LI~~G1 C1) e . ,.as g ~~!~ vc)i°~ v= die -a `n .f~._^~r. c~i~ ro-ro in- a r
~'Y~ ~"~; "~ °' II i, ~~ nm~n r omi c~nhirf ~ %~ ~o ~`)0 1^~° ~ zip
~. I
n I ~ b~ 1 ' O~ ~,~ ~° ~ "i ."~J`~~ ~ ~' // ~ ; In o i I^ o Ie ~ `~ ^ m D
E z / I J,/r~i~ ~ ~ -
9.LZ,6~E05 I - ' ~ ~ y I ~ l17
ec~~Mro.z~ ~ : ~i za n p °
~^ f lz r m
_~ - 4~ _ + N N o 0
'~~ mmo°In i;nO b'n _A - aci rxl_- ~ /~''~_L ~- u"~ / ~, r
Zuoo~ n~ A ~. .- :Di^ ~ a~~~ ~ ~ fir. ~~\\~' ~-L z0 yr`t'~~11'-i_f I J 1 ~
.n in- 11 a =~_ + ~ ~ _-' A _
n)'In1e~~~V)0 ']lef'FW,ddv ~TVT~` UFO O~~~~~_ 1e m6 ^ -t ,.- I~`~r. ~. ~'/
a do 1W ~C+l r7~o N_L ~-7~-~ R-' 0 p c r !~ .~~ /
%~I ~i^lo~/~rO ° c ~ I c' I i m _~ ~ ~UEEP RVER
I c ~
~~ ` o V ,P
~- III z.~y.,~-- ° i ~Y ~ - l~ ; ~ f~' ~ I rn ~ m
_ 9 ~~ ~~~, _ __
b9'081-~- 27 .4f1ftLW;TZ. CSR '~-~ _ ~... _ ,..0 Yr/ _-_~ -..~
_ sous ~ _.-r _- - / / "^-z"'f t'r~..~f~
o m~l~ Ir 'zx ~,_ 'o ~Irl- Irn
mN ~ ~°o - i
N H~ rT>mPI a /%/ 1 r
IJ y r l '•.Di ~ / ~ ~ .
~ UEEP RNER wiOO /S7, ~L0 ~'-
/~~20'E ~- AN r. _ _.~ ~ ~~ _ ~b~ -7 1~'~ ~~ j ~m L10 ,n NwO OO
NJ.67 9i _-N9~c.r 41'E- - -'N ~Ml `S ~ ,r, ~ Z' / NS N T o +
i.L~ ~ 2 I O - ~ Qr ,n ~ t]~ N O2 N G) ~ O°1~T
`}7 }I frzl = ~ 01
IW r [,
JJU 1 0 ~~ ,cl D C -1 O ~j ~.~~ N~
-._ -- l 70 _ I ~ I ~ X171 H 01
V} V1
m N
m N
m
m
C N
~m m
N
m m
VI
m

~i~
~
`-'
CD O
T
.o N
1 t/l
T N ~ ~

N~
p
O ~° N
N2 m
l7
C ~,.
I A
O O C
~~
~
~ ~ .~
A I- N
-R,' a JL ~ -~ ` k -POE N 7.. ~. ~ b
+~ -S" ~ e~
m ~ m ~ v aim
b
~_~; .~cpb ~~
a `' ~ ~ 'i iocd
] F I ~ }I.6'•' _ r w-~ ~_ _ N4'C,I''S'E HIf.H FO'4T Clly LlAll/i LINE
''~;,~ C I; q '54~.. I. ~ .-. ~,,..e O.P3,---s van- R/W
-f'-,.r~-'v II {.Art/ ~p - 60~C10. Je MES 70lYN 10N'N LIMBS IINE
x~ - X---X-X _X= SIG.21 R/W- Corner
U C' )~1~. C L64
a ~~ v~ ` li (I=
w fT~ ~~ -. ~ l I ~ti^~ m ci
~a~O I 1~, w~ lm ~ I ~;~'I ,,~~ ~r~ ~~ ~9 - I -J
~~~ ~ ~~ ~, { ~ ~ `=111; ~a ~ '~
m oRtn ~ oh~ T+ m l ~. I '~~~~ ~ r r
1~ ~~ m ~n 6 ~~. I I~ ~ 1 1 1~ l
of J N
i 41 2 zr ~ ~ 1 TTTT i ~~ I~`~~~,q I ~
~ ~ N ~ ~ f^ I~I~D~I ~`~I
~ »m ~ ~~ ij ~~ ~-' I I LJ .,, Sn
N I `~ ~ S' s r"° In '~
~s :. + C r-------- m~
r ~ pp I
Sp +_ Nw a .! I O I J V ~ ~ N O+}l~l Iwi
~ ~ N 3~ O
~~~ _ ~ o m ~; q ~
N ~ A b
~c~i~ ~-, I I.~ II Z 4i u~
°o ~ '" F 4p ----I_I©©C~Ce ~ NAD 83
181p~~ ~ m/ I~ ~~~,i ' I';' \~ l g~ l I N ~ NC GRID
9 ~ ~ III,. ~~ a©c ~ o©
_ v 66:0 S 66'l~ ~~~:.G4- ~M i~rlR I ss g' N ~ L ~ b~ ~ '
~9's'~ -~ -' _ y ~ueasa t~~a~s - --- III I ~ tierr ~.//. pro '1I
_ _
j d5 .S~ cs, ~ I .k + © ~~
®--~.-- lll' ~i• Z LO 9~~~~-~~1a • 1° ~ I"o ~J f - - ~d ~ ~ni, 'a ~, C~' " - 41" ©{:q:) ~ a,
~ 66 p4~L 66 t y. ~_ ~ i~ 1- a ,ten '~ O ^ rf `v.;y -"')-„ `i.~i. :>_~>_
9i01'H m `I 5}1d 27't1 _ _WZt_'S. v1~i:+-+-.'.,n:.._ C}}d'76'W
I N _ o~~} ~e I ~ J14J~ ~ ~ u 129.Y6 1Lr \ ~ bJ' CHC _
II O~
m ° _
- n,.f`v . II Q m 1 \\\ m l 8~ m y n L ~,1 ~
r' 1$m r~ ~ + _ ~ O
C.r.2 maw ° + '~ ,, p., ~ ~ ' ~^ --IN ~' ~ \\ ~ N y to p o
mm j j ~ o „o~n 3~
~~ - o~~ I o~ ~,/ ~ In-I ~ ~W~~~,+ ~`y7~r~ ~~ w ~ '"ocmz ~,ti x
L',~ .s ~ ~~-1 --- -~~~ ~ 9 I ((33
e~cal ,,, ., .. 4
x SJ ya.vM
b
~J0.9~ I~I
I.
a ~ -~ ~ r ~
~a ~ N m~NSm iY m€ ~
m .~ m N -I' A 1 r .A '-7
u ~ N-~ N y (n Z
o-m o
~r I ~ 1
-I m ur d+ w nr
')
•
O
~
n rv n ~ n ~ v
i D
o c) w m in m c) ~ Z
D
i ~ ~ A mm
w a
i
~ ~ f m ~~
r r N Z
~ .~

m --1
l a > Z C
-1 --1 -1 .ZJ
A A m
A
~ m ~

,':l",'.roll.;^~1'1' ?3~:3: ~~v,.,, '. ,. :!V

i ,

ea ro~.• lit m~•r. r•r
1~ibaT~.F Ei bS,S4DGNE~bx$1'S~.d3~R:64tFE'Et
`~/; "/9l
I I
J
+ l ~ 1 u 1: + '- } 1 t i. ~ i . L i _ _ ~ t i:I 1 + Y ~ rt~~ 4 "~ _ ~j~ r+ j~ ~ - - -
• i ti 4 .
gg~wmmooo } 1 I r ~ff~ $ i+-i: Lrn C~t hl hi hl r, r _ i 4 ri r f t- _r
mmrn~n~n~nvivicn ~ +: X - ~ ~ _ ~ _. +, +rt ~ o mrnm~n~n~itncncn ~ ,: ~, r r~_ '
~ _.a_ c~ c~ c~ r1
00o bb222 ~ i ~ ra ooo~bb ~ f- -i1 ~ r;~-+ t~ ~ , ~tnbb[~ '
bbb m~~~° ~ ~ "~ ~ a+ ono ebb rn~~~° ~ r + ~O
z'a~mo `^ ~ + +~~ r 1 ~-- ~~. 1 _ _ rn zzzrnQx m~ ~ `~~ ±$: $~'`' t I „ ~ ~ +$+-- os~o I
OOO mZmgZ C ~ r - ~ 1-j 1~~ ~ ! ~ ar t+~~ _+±.t1 _? i 4 $ - ~q OOC~~jrC~Rl~2 C ~#[ a: ~1TL L2' ~*~; Lr.~ Elr TI$ i h+~~l~` -
~ hl 1+ b C 2 ~ h ~j ~ ~. _+. a - t.{ O~ U Rl'rl b < 2 O Rl ~7 ~ a _ ~ -+_~ ! t --I - ~ -a. _ y [n b d N + .. ~~
bra m~}~ Rl i '. ~ } _ ~ I + z~ bin rrl ?c~ Rl } - ~ - 1 a _ r.
mo~~ n r ~ J _ : l 1 ~r rn m°y~ ~c~ r} ~i' - r ,}I _ ~ ~ ~ bm~
Q Z O ~ ~ m ::~~ ~ } , 1. ~ ~ - _ - _ r ~n ~ O 2 O ~i 'C ~Tl -l_- l~ I t r.-} ~-f ,1-1 -'1 ~~- ~ + - I'1 r0 ` ~ ~r
~m~~ z ~ ,~,~..;_~Y ~.} f 1. ~:'~ ;~:;=+ _ ~-I °tb~o~~~ o ~ ~ 1 -~, l~ ~ (r` r.I'_ oymo,
t cn
~ j 1 r2 +r + rt I } I - ~+-
C C + - h $ ~~r + -I-. la ~ $ t .~ ~i ~ ry ~
n 11 u n u u n n n a k a r;~ +- a 1r }~ # r t~ I +r .., u n n u u u n u II , ;,+ --+ - ~
k L
1 1 I 1 1 1 ~ "._. _ t., ; - - - T~ +~ ,-I~ _T: 1.~; ~r - - i~ I i ~ ;- i. }~.. _ t, "1~ ~ I C k-1 1 r t7 =~ ~}.. ~.~ ~ -r- _ ~ ~ i. cn tv b '#'
~ 1 1 I 1 w~ n, r $ { ,• l v j~~. I ~ ~ rr ,+. t ~_ 1~~'~r~n
I1 ~~I ~ 1'[In n ~~ r+!-L *C~ }~1 - . a:- ay L~ t-'• {. i ~.'~ t :- .~: 1~ .:_ I !`t ~j ~II~II+II!~~(yyyC`C`C`LQQQ~V'V'V'..NNN~~~w~.,,,I ~++!I}p~~~~V`jl~~ n - 1 i~~:. ~; - }t ~ ` ~ rn c~ Cj -
I ~ ~,+ ~, ~ ~ ~ `~ - ~ :~ ;~~ ~~ ±~~ i ¢~ ~ r r ' ' r~ ~ ~ cn cn cn v, cn # ~~ i=~ -~ i~ t + ' - y ~ y -~~`1
.
{ _ -
~~ I t ,- t- ~ + j~ -, ~t~ 1`r t I. ~ ~~{{ ~ t +t 1_ .~ ! ~ -~1 r t~-,}_ 1 t _'~ I ~ T ~ t ~~-r' _ + 1 r' i ,I
__~J-r .-. _ .. ~ _ h_ T.rr I ~ , _ .I ~ j+_ ,_ , r. y ~ +~~r -(_ ..1_. _ + ~ 1 +-r _ O t :.
'+- - .1''-: 1_: , ' ~+ -~i.. _ ,ri; : + 1L-y-'~: ,_Y'r ~' _ t ,'.`:"; ~ :: 1~'' • ;~~ !1~ _`'..+- ii ~ 4 t i, + ( ~. '' I r :art r7 -~--r 1$' fi Ir1 i~-11 * - ~l ~:.
{.t_. _ .r~_ 1..1:. ~ j~l J-t~4-. j-;~ ..+1_ ..- ...Fl. V ,i-_ -1~ +~. 'I~r. ~.~~y ~~ r t i-i .'7' Ti+~: -~1 ii.a. -i7 _.~ 1+-r +i lad, ++-•I J ? ~ -
~,
- - y -+; a 1
- -,
y
' ~+ 'T + ~ i_} +.I + h 1 t-- ,.I. r +}.` .4`~_, it a .1. r L ia. ~a I - -'-`r+ I ~ b o i-:+.~
}} r t
J _i_ t _~J ,- _ .. rl_ _ : - - - l 1 _ I + + j i _ ~ ai-''T ~ '-}. - i , _ I i ;'~ .%LI - . -r~, -+ - ~ , !_ j ! - O r-v
l~~ } ~I r•~ t ~:- I, 1. 1 .~t i t _l- , _ i!- ,1 I,~. ~.t k !il ~~a ~. 1 f:i/ - -'~ rt~ .- r - I{` I 1j v --~
ii _ .. Imo` -}~{ $ }~I+~ _ y r-~+_ } {~Fyr 111~~, ~~~:1 y1~n ~ .i , +
1 T _ { { 11
y +
jt-~ F~1 r i. V rta .. ~ ~ ~ ~ I1-F I t; -i•rir tt 1-~ ~+r -1-1i _ y1 - + 'ti'V +r rat "T~- L-r :l- l~ ~ - *~ r a--: It'll/\ _~l L +. ~~~~~ _ _`1. ~ ~r-"t
..
t r4:
i+ ~i ~ 1T _ ~ a-~ r.~ +_}aµ.1 ~ '~_.rJ`t tA^ 1. ~r1Y~ .~.~Iµ lr f 14 I ~'i l:i~ ~~ ~I• ~_ ~lr~ 1 ~;_' `{ _ ~+i~ fi ~ i:t'~ Y ~-- +_ }~
" r, 1 _
., _ .~ ., ~ _ a. ~ a
~: ~• , ~ i
_.12+ :L-. .L!,~1- Ir I _ .• +r .~t~{--~ t l ~I 1 t 2-1' 1.~-i-r= +;~-iT -i,.Y~'1 ~: 'I: ~. "fl ll ~r y .t±~i~ ,~~~. } , i-y -~.iallt~ 1'1.1 `l. 1 I i+li _rL+l r1--i- t-I Y
-A - t'.;-L~ i ~ a I- _a _.~ _ -'- I. :L I, ~ ~l{~.~-~ : :'..__. ++ rT1 {. L y.; ,- 7 a i. ~:~. -.. I a r + - ~_. :L a-L•-~I ,.!-• '~ =t1 1_ ~ _ _ _ ~~ _i-:-.
r = : . _.~.. ~: : ~ _ - L. -. 1 .,. ..:.. - - :~IIY ..-t. • .~ of :.- :I1:: ... t r. ... I:. -_a- - T .: `it-t. - ~ :. 1_ l,.: _F_i .. -. ~~ I_ _ +;. y_. _ t _~,.. _ _ _
.{ j ~ I.~Ir at ~-tt ~~r. :_ t~~ .~1 ~ ~}. - t S, L_r I ~ }_+ ~ t ~ 1.,.) .~ <~ ~ ~~ ~r -.r'
+ 1 1 t_ 1.+' ~. ~-~- t. _l. _ 4}+ a ~~~ .'-' ; i~ } ~ ~- y ilp'J ~ ~I ~'~~ r ~ ._ _ ~C I'~.i-1. 1.. i 1-~1. t I i1 ~+ i r~ , 1 I ~ f~,. ,... +~ ` - ~~_~~,+ - -} 4 : + T + i+ rt~~-
_ , ~ (~ i~ , ~ 4t' - + fr ~ ral+~'r' '1t - ~ y . ~ ~, .p ~~ T~i _ ,-..~ - , - . ~ ' ,-" '+ 1 _ 1=t -
t 11 _ T t #.
_ r
r,t t ~ ~ I I t~ ~ + +T ~:!: ~ ~~~ .~ ` ' ~ ~. ~`t _ ~af~~~ i ~ x ; ~ .F$:~ .Tt µ -~ ,~~-t~T ~ ~ ~'~~{y ~~ ~,I, I~ }~' `. ~ t .; ,
+ - '
tf'.1 7 t_ _ -_1 + - rte'-` ~ 'i: ~ ~;7 1i _. :~ ,~ ~iUr ,+ ::+ I #-1 L_ .1 I~
{_.11 ~. I i~-' 7_i tF: ~a.l , .: k+ L .~ :1 . ~ .~i- T" ,:~- ~ I - Fa. `jp - '~. Ir. ~ t_ ~T • :~
- ` N~ ~ ~'H ~R:R r r
~_ _ ~
L ~ X - _` +4 I r - I_l : +- ~ j - $~r T r r r ~ i + r ~~ _ - t 1 F _ ) J ~ +1-•a- I-
r+ - :. i .. -1- - $L` ~ -~ - t~-F-'r 1 { ' - ~ I t1 ~' ~ t i i_ -'-i- j
r
t --i -
I ~,
_ r
J
~ 1 _..
u r~ y
~~ r,r ,l. a
r 1
J +r r _ i J
_ r ± ~} ~ +t~lL
f "~_ j
J r tl.
~ Ft ~ :: '-
l
~~~
:~1 r
+ ;~ ~i5b r GL' ~i
1 '_
~ rf r ~ +
-~ ,~~
1 ~
,fit rr
J ~{ ;_ ' ;~
~ .~
~ + ~ ~- ~ _~
1 a
~ t
r{-
t T
+ fa 1# +~t
~~ } -~ 1 --
~ ter- Ai
~.; m tiT __ t 1
N t;
'+ m J
I ~ ~ , 1-+ t
J I , 1 ~~
~ n :
b
r
+ ~ +
~~ {
+;-G ~ L r.
~1 b
~~-+a
~ ~ + ~ J
~ti-` r::1
_ -, - ~"Ik .' "~ ~ ~~t`+`~-$ ~ + ... ,t.~ 1 '?i Yt+ ~ 7„t t-~1. +-}~.1 -,{ i Ifr .,I ~7:: r~ I ~a '-`
T ,
y _
1 ,. .,_
i_ t } r _~~
r- v , i L~- Yt +:: --- l b N. ~'i ~ f .~ : 1' ~ : f ~' J ~~-_ I Tr, t
a _r a J ~. r ~:- ~t I.f _, 1 ,~1 -- - _ tt •iµ 1-`.~ r- r: +#- n -Ya ~Y- -~ r -E+'1 ~ }~ ~ f _ In ~ ~ CD
_ - ~1 _ ., J 1 # - r -I t I t _t..I 1 ~` } _` _ l+ l r} ±$ { .1 ,-,~ L+~` i :~ + - .i - O ° ~ =: :~_ ..
aj r I i _i-~ :~~ ~_ i~ ~~ ' ~ ~~ IV -. '~ ~K1 ~ ~~t'-+~ _ t I L~ ~.~II +t + a ~~ + ~ ~ -~ m ~ ~ N -
~'~ ~
* 77
.~ _~ a ( ~
t t -- : i +.. {.i j i ~ I ! - -i- - I - 1+-F N F. f 1 - +.~ s; -t : - i.T - ' ~ ~ ~ I _
~ - - a- _ _ r - is -_ .l {I ~ :r~ ~` '+ }- ~+ + a n~ ~ -
i ~ In
rr ; ~-~{
Trr==~11 ' i s I; ~ +~Tl rn I
:t~ J I ~~ t , ~- I I 1 ~~,m
_ tj$_~ _ ,':-- ~ X -1 -1•} r -~ ~ -~1 I ~i,i ~ t~1 ~ ~ 1-F - ~:.+Tt __ ~~+
~~f_ i 1 1 ,# 'rt _~_ ~ ~ i #_~~ #kJ ' I~ ~~{~ f- r{' ~ ;~ i+ I-;~; ~ ~1 t ' ;* j'~ ~'~ k # r ~;_ - ~ ~~ - ~m`° :$'
rr`` . - a ,1 ~, .r.r _ _ N i-.~ mot.,. ~ - ~ _ '~_ ~ -_ ~, ~ ,. ~. -F
-1 VI _ lil I _I-...=11~ .1. _ •I -{11 i~_J-tl-y ~~ -4- + }-
-j _,~ --. 1, ~ ,... l 1 :r-' _.-L(S7 1. ~ -T i a+ I , ~ I i-r. ~.a{ L- T ~-I r:t. ~t r-` a "1- } ~_L. _ 1.~ N p 1 1- - _.+.i~
r -t- , I 1 + ~ a t L ~ - I i . ~I - ~~' - JJJ 1 ~ ,-~ + _ g 4 cn
~' Lk t ~ / ! ~ y ~ ~.~i+ $~ T`T ~~ ~t a ~ ~ 1 ~ ~ ~ ~ ~ ~ I i 1 _+ 1~- ti
-Y i ~ { l-* ~ t F -r~f 1 ~-++- r . + -i r~ ~ ~ fr'I~ r Y}~~ ~I i- - a+~~~ ' ~ 4 F: . i i +_,.- _+ t ~~-t ~ cn ~I ~--i
.
~.
T ` 1; , a ~ ~ t _ .~ rig ~ ~ ~ - r , a~ r - i x t 1 - _ o ~
J _ i ~ I. =t 1 ~ +~+ -r+ - ; - +r _-~.. L. ~- + - a I i.{ -~ ~ ~. .+ 1 ~I~ 1- _ T ---i O +-•~
+1 ~ - - - - _ ~. i
~.
-' _ + }-, l i.14 ....r 1- i. lJ-~-:-I {. A ~ + F + i L ~-F + `. .. L ~ - I
kk ; _ , _ 1 ! i
~' ~Y ~ +Lr'~{ 1t++r+ 1i t J +~ .: ~ 'f,.3 /" 't}f7~ ~`rl~ 'i~V' '3:1 ~r -v~_ ~ a i7r` r , t~ 1` - - ~i
_`T. {IJ .I - ; r~ _+..T+ItIJ.j -1_'}~~~$ r -1 ~ l- i -. :~.'~ii !ij~~.li ~. ~~,`; _L :~ i _~-.ry -~.. ~.. $~_~ ~1~ T 1 ~- - aI- t :~
-rtrf. 1~ a "t"_. ` l I i _ .`t1 r+-. !~'.:r TI 1. ~-f+ - r# ± ~~~~r-4-~• • 1+~+- j ~~ t-~ ~~{.~~ : I.~-I. 1~ - _~~ + _ - 7-j1_ 1rt1. _~j.~ - - -,*1_
+ i _ I r
.~ ,~ .
'-.-h -*t-tl r ~, ~ ~ + :~ _~.,, X:l~.a ~1-L ~#a_ ,-.~. -.:~ - ~.~. l:- N '-~'. I ~ ~.` ~.Lt1 ~ up ~ it7;17_ .._li - ~' - - '.:.:Ij ~ -t _ ~~ _t-,~ 1 . r.
- ~__
.- t _
. T. . _ ._ a. --+ + ! r =-~+ ±h~-r t r + i -~i. . A' '[y._r .ri `. - t.1-! ~ .r ~ .-`~ L-' - T -r._a + ... + 1 _~ :~. r -r .~.1 _.. 1.
+
+ . _ * 1 Lt + aC~ t A
I ~~ r
1 ~~ 1~~ Y~ ~ ~~ * +- ~+ 1 -~ T + -~ + +- ~~F 1 ~r T t ~y, 4;~~ . Tf 1 _ ~ t. - _+ _ ~ j ~ ~ ~-,.1 _ Y +!-1
.__
t ~ - r
-1 ~ • ~ = -
J -f __ - !.. ~i- - Y ~j_ ,~ ~. _. ~. _ '1_r ~ ~~~.,:~~.~ tr}~ .~~~ _ l-i -~ ~ ~ ~. i - ~. 1 .-,~ t~. ~ : V _
~. r~
:~ { J Z~. -r. 7 11 1 H F ~1_ - _
!~ i. I .•1 1. _i .i + ~. } ;' ~~ - i:i ~ ~ ~ r ; "-r 1 ~ 1-~1 ~ ~}t ~ I!:L ~ I ~ r~~ - - ~ ~ + ~ ~. f+ l J~-
_- r
+ t }`i1 F ~ I 1 ( j ~~ ~ ~ ~ ~: + F~~ ±.atj~ ~+ ~I• tirl ++ i # 1 ,i ~; ,+ tk 1 ~ + la- i ~ Y-+ -_L ~,
..
JJ r 't
- ~ + _ +.
I ;. r. + ; ~ ~ t, _ k ~ ` tt ~~ ~! ~ r .T t ~ a t+~ t ::' 1 I i ~ i ~: if ~ } t ,:: i ~
r11, .k l ~+_+ tU-k 1. ~ r 19 d~g ~~~?++ ~-. -r a .~..~~,-2 ~~ ~~ ~~~~'ria ~;k~.l~#+i~ ~. I~+ 1~>-1~- ;, +~ i~~];=~ .#~~Tt i I 1 ~:~ ~ ~# ~ i
__ _+

I

r.{

_

.

r,

~

, ~

I

t
:,

_ I
_
-
_ ~ -
F 1 ..t ..
r ~+ - +
+ -,1- 7 r i
~ r
I
i ~
I +
{{ 1 Z $ t '
+
1
.: _ .
~ `~ 1 1 ~ ~+ a ~ { t:: 7 ~# ~ 1 + ~'i++~; ~ t t•-~i } ~II i' f~, ~j r~I _T ~ _ ; i + ~ f vn
rfir k. ~- +~ ~r~+-' --l ~ _i.l.,' -r+ _.,.C. 7.} - i ~1::L ~~` ,I ~-r t + ~~c`~E }• ;t i-' Li. ~,4.
,.. .1 - ~-:'; f . } a ,l } ~" , C ik _ ., r ~ I t I I ~: ~ -+ + _I + ; r { ,
r. t -.-f-.- X. ,:1-r.: .-~.{-. ,.-}. .1_.I.._ I. ,. N ~l 1-1~~i }_r r-`r, :T_t-~-, { -r.+ 4 -I-r + E.a.~~'. U.
' rL.ra 1j t. 1+',:i 1 L~ ~~i-~a 1.: r~ - ~+i'_I ~_ ~ ~-+t' ~$}I yl O ~ ~ a _j-`:~ Li _ + •~~ _ f ~~ tat .k i :1: 1 -# :I
ir~~-t t 1 .r ~+ It ~ +.., f--i r-. -, 1 - + i '+~T #Y. t,'--# m ~ I ~ --}~I t + ~_ ~~ ~~ ~ I :t ~_~ -•~ ~ .I
r J [
l-' i-11 - Fft~ ~~} i- -*-~ - '-t. ~' ~ }- -_i. '~.~- ~,~-~~ h~j ~~i-4 ~~ O W t ~"I "-* 'iIY + ~ d + - t -i ~ !0
~r - :.,. +i i ~+i : ~' fit' ~, r_ . f- ._ , # r~ I. _~: ~ 1 ~ g - 1~ +; + ~~ } l + :Y I =n tro
. 1 .
I~ { ~ rn i $
_ ,~ 1 _ } _ }}~: ~: LL I ~{ : ~ ~, ~I ~:..7 Raj ~ 11 ` I:i _ ~ t~ + 4_+ ~ } ~nCmii
.'._ i' ~ ~ - '_ ~~ t+r4 +- + _t _r. _ ...-' _.-~~1.~.+ N .'._YI A + ... ry ` O _.. ~.I- _ .ice -{. y f.* ~r. ~+ ~N~_Z
- - j ~ ~721U _ y ~ NAm
tt ~, +t V + ~ 11 rmr~~ ~a ~ - i +I ~+ C0'~ In
t T + *~'i ~ 1 z J ~ # + ~I ~ ~ + T _ ~~ r ~ + y ri _ t *ra X +- jt ,-t ?~ : m N ~ N
~~ I x +}1. t~ r+ r + t : 7 ~ # "+ ~ O a:. ~ ~F 'r~~ a: 1 { t` 7+r o-~
~'~ j ~~- ~+ ii r~~ {, + '~ #r I,'_1 t~.rn° t ~r=~ t ~~~ ~ ~ ~r~~ jF:I I
a
~. •
~ 1 ~ ~ r ~ '~ ; } ~ t{ ~fI fi ` •-~ ~ `~ ~ ~~ ~ m ro 1 a Y t}t ~~1 ~ _. E ~ ~ +~ t
-+ y f ~~ ~ ~# ~+.. ~ ~$+~ L T 1 O Q V ~}{ .a ., 4 }at ~: _...__ ~ ~'o
+~ $ 1
~_ $ r ~ 1 F-~ S _ 1 ~ I .-F ~! 4 ~+ - ~ r~ }_ -~ rT t t- t: - -,_ I_ ~ L Z g o
i _~f ~~ , ~t~ f t ~a. ~_~{ _ ~ is ~`i ~, ~ i i t. ~m C` ~ $r ; ~~~ ~ `1 i ,~ t r~ $~! z: ~ ~
t,~X j- ~ T+~ ~ i ~ i i ~ - ~ + ~ r j j -t-rj b ~1 ~ ~-1 ~ + + r `~ o r ~ 'm° ~ ~ ~
, r- + ~ ~ , i + 1-i + O h~j ~ I - + + ~ ~ .y, z N i
-L T z ,#r ~ ~'tt 'i;: ~ i ~ T`; ,~_ ~, ~ ~'} ~ m ~ _i$' ~ y ~: _ Y~ ip r a ~ Z
.. $~ .~ 1' .iT{ ~ - aI i ~~ k - iT ~. _ -+ _rT y p - -i t :$. - + ~ o
zm
1 1
~.~_ * .-kt ~I~C 1.. $t-I t-~_ + _ t I~~ t~ ~ ZN r - {;~ T ~~~i+ }-' }~ ~C ~~
'~ me i
4
~ ~ ~ v~'~ A"UI~
I
I I I ~ -- o
I I
I

4
Bridge Memo 3 January 2, 2001
multiple cells aze required the second and/or third cells should be placed so that their
bottoms are at stream bankful stage (similar to Lyonsfield design). This could be
accomplished by constructing a low sill on the upstream end of the other cells that
will divert low flows to another cell. This will allow sufficient water depth in the
culvert or pipe during normal flows to accon~unodate fish movements. If culverts aze
long, notched baffles should be placed in reinforced concrete box culverts at 15 foot
intervals to allow for the collection of sediments in the culvert, to reduce flow
velocities, and to provide resting places for fish and other aquatic organisms moving
through the structure.
2. If multiple pipes or cells are used, at least one pipe or box should be designed to
remain dry during normal flows to allow for wildlife passage.
3. Culverts or pi es should be situated so that no channel realignment or widening is
required. Widening of the stream channel at the inlet or outlet of structures usually
causes a decrease in water velocity causing sediment deposition that will require future
maintenance.
4. Riprap should not be placed on the stream bed.
In most cases, we prefer the replacement of the existing structure at the same location
with road closure. If road closure is not feasible, a temporary detour should be designed and
located to avoid wetland impacts, m;n;mi~~ the need for clearing and to avoid destabilizing
stream banks. If the structure will be on. a new alignment, the old structure should be removed.
and the approach fills removed from the 100-yeaz floodplain. Approach fills should be removed
down to the natural ground elevation. The area should be stabilized with grass and planted with
native tree species. If the area that is reclaimed was previously wetlands, NCDOT should restore
the area to wetlands. If successful, the site may be used as wetland mitigation for the subject
project or other projects in the watershed.
Project specific comments:
1. B-3404 -Anson County -Bridge No. 3 I4 over South Fork Jones Creek. We have no specific
comments. We are not aware of any threatened of endangered species in the project vicinity.
2. B-3421- Cabamis County - Bridge No. 266 over Norfolk and Southern Railway. No
comment.
B-3 822 -Catawba County -Bridge No. 8 over unnamed tributary to the Catawba River. We
request that High Quality Sedimentation and Erosion Control Measures be used due to the
DWQ water quality classification of WS-N. We are not awaze of any threatened of
endangered species in the project vicinity.
4. B-3828 -Cleveland County -Bridge No. 233 over Buffalo Creek. VJe have no specific
comments. VJe are not aware of any threatened of endangered species in the project vicinity.
5. B-3637 -Davie County -Bridge No. 37 over I-40. No comment.
6.~ B-3835 -Davie-Forsyth counties -Bridge No. 35 over the Yadkin River. We request that
High Quality Sedimentation and Erosion Control Measures be used due to the DWQ water
quality classification of WS-N. We request that the new bridge span the adjacent wetlands

Bridge Memo
4 January 2, 2001
entirely. The old fill causeways should then be removed and graded to natural ground level.
We aze not aware of any threatened of endangered species in the project vicinity.
7. B-3454 -Forsyth County -Bridge No. 260 over Muddy Creek. We have no specific
comments. We are not aware of any threatened of endangered species in the project vicinity.
8. B-3839 -Forsyth County - Bridge No.139 over Fishers Branch. We have no specific
comments. We aze not aware of any threatened of endangered species in the project vicinity.
9. B-3840 -Gaston County -Bridge No. 52 over South Crowders Creek. We have no specific
comments. We are not awaze of any threatened of endangered species in the project vicinity.
10. B-3337 -Guilford County - Bridge No. 527 over North Buffalo Creek. We have no specific
comments. We are not awaze of any threatened of endangered species in the project vicinity.
11. B-3652 -Guilford County -Bridge No. 20 over the Deep River. SR 4121 crosses the Deep
River just below the dam of High Point City Lake. This azea supports good numbers of
sunfish and may support a tailrace fishery. Therefore, we request that no in-water work be
preformed from April 1 to May 31. We request that High Quality Sedimentation and Erosion
Control Measures be.used due to the DWQ water quality classification of WS-IV. We are
not aware of any threatened of endangered species in the project vicinity.
12. B-3851- Guilford County -Bridge No. 21 over US 29/70. No comment.
13. B-3677 -Mecklenburg County - Bridge No. 36 over Greasy Creek. We have no specific
comments: We are not aware of any threatened of endangered species in the project vicinity.
14. B-3506 -Randolph County - Bridge No. 226 over Richland Creek. Richland Creek is a
medium sized stream that supports good populations of sunfish. Therefore, we request that
no in-water work be preformed from Apnl 1 to May 31. We are not awaze of any threatened
of endangered species in the project vicinity.
15. B-3694 -Rockingham County -Bridge No. 55 over the Belews Lake Spillway. This bridge
appears to be just downstream of the Belews Lake dam. This area supports good numbers of
sunfish and may support a tailrace fishery. Therefore, we request that no in-water work be
preformed from Apnl 1 to May 31. We request that High Quality Sedimentation and Erosion
Control Measures be used due to the DWQ water quality classification of WS-IV. We aze
not aware of any threatened of endangered species in the project vicinity.
16. B-3700 - Stanly County -Bridge No. 187 over Long Creek. This segment of Long Creek
may support the state listed Carolina darter. Therefore, we request that High Quality
Sedimentation and Erosion Control Measures be used to mipimi~e project impacts to this
species.
We request that NCDOT routinely minimize adverse impacts to fish and wildlife
resources in the vicinity of bridge replacements. The NCDOT should install and maintain
sedimentation control measures throughout the life of the project and prevent wet concrete from
contacting water in or entering into these streams. Replacement of bridges with spanning
structures of some type, as opposed to pipe or box culverts, is recommended in most cases.
Spanning structures allow wildlife passage along streambanks, reducing habitat fragmentation
and vehicle related mortality at highway crossings.

Bridge Memo
5 January 2, 2001
If you need further assistance or information on NCWRC concerns regarding bridge
replacements, please contact me at [phone]. Thank you for the opportunity to review and
comment on these projects.

~~ ~~ ~ ~~
--=~l~i~ 1 ~~!~.
~PP~M NT F ry~yA United States Department of the Interior @j ~. ~~
~ F dt.~~ , lt7 ~ ~ 1
H ~ FISH AND WILDLIFE SERVICE -
Raleigh Field Office R~
_; ~ ~ Post Office Box 33726 ,'
~4RCH 9 ~~~ Raleigh, North Carolina 27636-3726 ~ ,`~'?`"j
~,,
December 22, 2000
Mr. William D. Gilmore, P.E., Manager
NCDOT
Project Development and Environmental Analysis Branch
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Mr. Gilmore:
Thank you for your November 15, 2000, requests for,information from the U.S. Fish and
Wildlife Service (Service) on the potential environmental impacts of proposed bridge
replacements in Guilford County, North Carolina. This report provides scoping information
and is provided in accordance with provisions of the Fish and Wildlife Coordination Act
(FWCA) (16 U.S.C. 661-667d) and Section 7 of the Endangered Species Act (ESA) of 1973,
as amended (16 U.S.C. 1531-1543). This report also serves as initial scoping comments to
federal and state resource agencies for use in their permitting and/or certification processes
for this project.
The North Carolina Department of Transportation (NCDOT) proposes to replace the
following bridge structures:
1. B-3337 Bridge No. 527 on SR 1001 over North Buffalo Creek;
2. B-3652 Bridge No. 20 on SR 4121 over Deep River, and
3. B-3851 Bridge No. 21 on SR 3163(421) over US 29/70.
The following recommendations are provided to assist you in your planning process and to
facilitate a thorough and timely review of the project.
Generally, the Service recommends that wetland impacts be avoided and minimized to the
maximum extent practical as outlined in Section 404 (b)(1) of the Clean Water Act
Amendments of 1977. In regard to avoidance and minimization of impacts, we recommend
that proposed highway projects be aligned along or adjacent to existing roadways, utility
corridors, or previously developed areas in order to minimize habitat fragmentation and
encroachment. Areas exhibiting high biodiversity or ecological value important to the
watershed and region should be avoided. Crossings of streams and associated wetland

systems should use existing crossings and/or occur on a structure wherever feasible. Where
bridging is not feasible, culvert structures that maintain natural water flows and hydraulic
regimes without scouring, or impeding fish and wildlife passage, should be employed.
Highway shoulder and median widths should be reduced through wetland areas. Roadway
embankments and fill areas should be stabilized by using appropriate erosion control devices
and techniques. Wherever appropriate, construction in sensitive areas should occur outside
fish spawning and migratory bird nesting seasons.
The National Wetlands Inventory (NWI) maps of the Greensboro and High Point East 7.5
Minute Quadrangles indicate there may be wetland resources in the specific work areas.
However, while the NWI maps are useful for providing an overview of a given area, they
should not be relied upon in lieu of a detailed wetland delineation by trained personnel using
an acceptable wetland classification methodology. Therefore, in addition to the above
guidance, we recommend that the environmental documentation for this project include the
following in sufficient detail to facilitate a thorough review of the action.
1. The extent and acreage of waters of the U.S., including wetlands, that are to be impacted
by filling, dredging, clearing, ditching, or draining. Acres of wetland impact should be
differentiated by habitat type based on the wetland classification scheme of the National
Wetlands Inventory. Wetland boundaries should be determined by using the 1987 o s of
Engineers Wetlands Delineation Manual and verified by the U.S. Army Corps of Engineers
(Corps).
2. If unavoidable wetland impacts are proposed, we recommend that every effort be made to
identify compensatory mitigation sites in advance. Project planning should include a
detailed compensatory mitigation plan for offsetting unavoidable wetland impacts.
Opportunities to protect mitigation areas in perpetuity, preferably via conservation
easement, should be explored at the outset.
The document presents a number of scenarios for replacing each bridge, ranging from in-
place to relocation, with on-site and off-site detours. The Service recommends that each
bridge be replaced on the existing alignment with an off-site detour.
The enclosed list identifies the federally-listed endangered and threatened species, and
Federal Species of Concern (FSC) that are known to occur in Guilford County. The Service
recommends that habitat requirements for the listed species be compared with the available
habitats at the respective project sites. If suitable habitat is present within the action area of
the project, biological surveys for the listed species should be performed. Environmental
documentation that includes survey methodologies, results, and NCDOT's
recommendations based on those results, should be provided to this office for review and
comment.
FSC's are those plant and animal species for which the Service remains concerned, but
further biological research and field study are needed to resolve the conservation status of
these taxa. Although FSC's receive no statutory protection under the ESA, we would

COMMON NAME
Invertebrates
Dwarf wedge mussel
Yellow lance
Atlantic pigtae
Yellow lampmussel
Green floater
Vascular Plants
Tall larkspur
Smooth coneflower
Heller's trefoil
Harperella
GREENE COUNTY
Vertebrates
Red-cockaded woodpecker
GUILFORD COUNTY
Vertebrates
Bald eagle
HALIFAX COUNTY
Vertebrates
Bachman's span-ow
Cerulean warbler
Red-cockaded woodpecker
Invertebrates
Dwarf wedge mussel
Yellow lance
Tar spinymussel
Atlantic pigtoe
Yellow lampmussel
Chowanoke crayfish
Tar River crayfish (=Albermarle
crayfish)
Vascular Plants
Bog St. John's-wort
Carolina least trillium
encourage the NCDOT to be alert to their potential presence, and to ~
effort to conserve them if found. The North Carolina Natural Herital
contacted for information on species under state protection.
The Service appreciates the opportunity to comment on this project. ]
advise us during the progression of the planning process, including y
determination of the impacts of this project. If you have any question
comments, please contact Tom McCartney at 919-856-4520, Ext. 32,
Sincerely,
~. /~ ~~~
~- Dr. Garland B. Pardue
`~ cological Services Suf
Enclosure
cc: COE, Raleigh, NC (Eric Alsmeyer)
NCDWQ, Raleigh, NC (John Hennessy) ,1
NCDNR, Creedmoor, NC (David Cox)
FWS/R4:TMcCartney:TM:12/22/00:919/856-4520 extension 32:\3br
January 1 S, 1999