20030909 Ver 2-_More Info Received_20040120

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
January 13, 2004
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SECRETr1RY ~~ ~
Memorandum to: Brad Wall, P.E., Division Construction Engineer
NCDOT Division 7
From: Phillip Todd '
NCDOT Project evel ment & Environmental Analysis Branch
Subject: Guilford County, Greensboro Western Urban Loop,
TIP No. U-2524 AB
At the pre-construction meeting on January 6, 2004, we realized that the Section
404/401 permit drawings for Section AB, west of the interchange with I-85 and to
Section AC, were not included in the construction contract. For some reason, these
drawings were not included in Section 404 permit sent to NCDOT from the US Army
Corps of Engineer, perhaps because there were two Section AB's in the permit
application. I have attached a copy of these drawings to this memorandum for you to
copy and provide to the contractor.
Much of our time on last Tuesday was spent discussing on-stream relocations.
For ease of reference, Table 1 summarizes the location of the on-site relocations.
Section Station Number Permit Site
AB 12+40 to 16+60 -40SBREV- 7
AB 29+50 to 32+00 -40SBREV- 28
AB 34+00 to 37+00 -L- 3
AC 57+80 to 58+57 -L- 1
AC 65+97 to 66+54 -L- 3
AC 101+80-L- / 12+20 -RP D- 2BA
If you have any further questions about the permit and the drawings, please
contact me at [phone].
cc: Mr. John Thomas, USACE
mss. Beth Barnes, NCDWQ
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WeasiTE~ WWW.DOT.ORG
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

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PROJECT
U-2524AB i ~~ r"°~-- `-
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V/ClNITY MAP OF PROJECT 8.U492/Ol
V lCI NI T Y MAP N.C. DEPARTMENT OF TRANSPORTATION
DNlSION OF HIGMNAYS
GUILFORD COUNTY
PROJECT 8.U492/0l
U-2524AB
PROPOSED
GREENS80R0 OUTER LOOP
NOT TO SCALE
SNEET lOF 20 06/03

LEGEND
~~JL@--- WETLAND BOUNDARY
X
X
X LIVE STAKES
~~ WETLAND
~-~,J L X
X
~ BOULDER
DENOTES FILL IN -- COIR FIBER ROLLS
WETLAND
®

DENOTES FILL IN
SURFACE W 5 ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
ATER
DENOTES FILL IN
SURFACE WATER
® PROPOSED BRIDGE
(POND)
® DENOTES TEMPORARY PROPOSED BOX CULVE

FILL IN WETLAND RT
® DENOTES EXCAVATION
IN WETLAND PROPOSED PIPE CULVERT
DENOTES TEMPORARY (DASHED LINES DENOTE
FILL IN SURFACE WATER EXISTNG STRUCTURES)
•. ; • • DENOTES MECHANIZED
• • ••• CLEARING
SINGLE TREE
-E- -~ FLOW DIRECTION
Tg - - - - - - • - • WOODS LINE
~- TOP OF BANK
WE EDGE OF WATER ~ DRAINAGE INLET

--~ -- PROP. LIMIT OF CUT
ROOTWAD
--F--- PROP. LIMIT OF FILL
-~ PROP. RIGHT OF WAY VANE
--- NG--- NATURAL GROUND
---PL-- PROPERTY LINE RIP RAP
-TDE- TEMP. DRAINAGE
EASEMENT RIP RAP ENERGY
OISSIPATOR BASIN
- PDE - PERMANENT DRAINAGE - -
EASEMENT
--EAB-- EXIST. ENDANGERED
ANIMAL BOUNDARY
ez i BUFFER ZONE 1
--EPB-- EXIST. ENDANGERED
PLANT BOUNDARY azz BUFFER ZONE 2
~ WATER SURFACE pROpszz - PROPOSED BUFFER ZONE 1
- pROpszi - PROPOSED BUFFER ZONE 2
N.C. DEPARTMENT OF TRANSPORTATION
DN/S/ON OF H/GHWAYS
GUILFORD COUNTY
PROJECT 8.U492/0l
U-2524AB
PROPOSED
GREENSBORO OUTER LOOP
SHEET 2 OF 26
06/03

IMPACTED STREAM
SITE l0
SITE 9
~--- SlT ES 5, 69 7, AND 8
IMPACTED STREAM
l sirES 2
r ~ AND 2A
:°e:,, ~ G
P
T _
SlT ES 3 AND 4

SlT E l --
200m 0 400m
N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT 8.0492/0/
U-2524AB
PROPOSED
GREENSBORO OUTER LOOP

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SITE I N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT 8.0492/0/
U-2524AB
lOm 0 20m PROPOSED
DENOTES FILL
IN WETLAND ~ GREENSBORO OUTER LOOP
SHEET 4 OF 26 06/03

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266
264 ~~
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260
258
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254
252
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EL (59955
VGA 6Y1.000m
K- 69
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+80 /1f0~0 +20 -t40
PROFILE - SITE l
YlA
266
264
~ 262
N
260
910 % - + 15071`.
EX/ST GAiDUND~````~ ''II^'^ ~8
VPI~ //1+~1a010 2~
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Ds- 7oa~r, 254
252
f60 -I$0 12f0i0
2m 0 4m
VERTICAL SCALE
lOm 0 20m
HOR/ZONTAL SCALE
N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF H/GHWAYS
GUlIFORD COUNTY
PROJECT 8.0492(0/
U-2524AB
PROPOSED
GREENSBORO OUTER LOOP
SHEET 5 OF 26
06/03

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S/T E 2 N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
-4ILB-- WETLAND BOUNDARY GUILFORD COUNTY
/~'~~ PROJECT 8.0492/0/
WETLAND
~--iJ U-2524AB
L
® DENOTES FILL IN PROPOSED
WETLAND lOm 0 20m GREENSBORO OUTER LOOP
SHEET 6 OF 26 06/03

270
268
26&
264
262-
260
258
256
254 ~~ -- ___ _
l200
252_ BEGIN WETLANDS ~ `-````^-,~ ,
STA 22+60 +/-
37m RIGHT
250
+80 22+00 +20 -f-40 +60
PROFILE - Sl'TE 2
-L- STA 2/f80 TO 24f00
LEFT PROFILE
2m 0 4m
VERTICAL SCALE
lOm 0 20m
HOf?IZONTAL SCALE
-270
-268
__266
-264 I
-262 I
-260
-258
;'
--~
X56
-254
_252
-250
+80 24+00
N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT 8.0492/0/
U-2524A8
PROPOSED
GREENSBORO OUTER LOOP
SHEET 7 OF 26
06/03
VPl= Pia-OO.OOb
EL P5950V
VLL l~mfkn
K= 5/
QS= llOkmh
STA 22+87 +/-
20m LEFT
+80 23+00 +20 +40 +60

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Sl T E 2A N.c. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
GUILFORD COUNTY
® DENOTES FILL IN
SURFACE WATER PROJECT 8.049210/
(POND)
WE EDGE OF WATER U-2524AB
PROPOSED
lOm 0 20m GREENSBORO OUTER LOOP
SHEET 8 OF 26 06/03

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d
RICHARD ~ JARRETT
W1FE EDNA ~•
SITE 3
® DENOTES FILL IN
SURFACE WATER
• • • DENOTES MECHANIZED
• ~ •~ ~ ~ ~ CLEARING
NOTES:
1) ALL LONGITUDINAL SLOPES ARE LESS THAN 4%.
2) ALL GRASS SWALE SIDE SLOPES ARE NO GREATER THAN 3:1.
3) RUNOFF VELOCITIES FOR THE 2 YEAR STORM ARE 2FT/S OR LESS.
4) ALL SWALE LENGTHS ARE GREATER THAN 100FT PER ACRE OF
DRAINAGE AREA.
5) FOR RELOCATED STREAM (-L- 34+09 TD 35+00 > SEE
DETAIL 20 ON SHEET 12
lOm 0 20m
O
r
F-
W
W
S
N
W
W
N
W
Z
H
J
S
V
F
a
N.C. DEPARTMENT OF TRANSPORTATION
D/VlSION OF HIGHWAYS
GUILFORD COUNTY
PROJECT 8.0492/0/
U-2524AB
PROPOSED
GREENSBORO OUTER LOOP
SHEET 9 OF 26
06/03

rn
F-
w
w
x
N
w
w
w
z
H
J
S
U
H
Q
® DENOTES FILL IN
SURFACE WATER
SITES 3 AND 4
• • • DENOTES MECHANIZED
•• •• • • • CLEARING
NOTES:
1) ALL LONGITUDINAL SLOPES ARE LESS THAN 4%.
2) ALL GRASS SWALE SIDE SLOPES ARE NO GREATER THAN 3:1.
3) RUNOFF VELOCITIES FOR THE 2 YEAR STORM ARE 2FT/S OR LESS.
4) ALL SWALE LENGTHS ARE GREATER THAN 100FT PER ACRE OF
DRAINAGE AREA.
5) FOR RELOCATED STREAM (-L- 36+20 TO 37+11) SEE
DETAIL 20 ON SHEET 12
lOm 0 20m
N.C. DEPARTMENT OF TRANSPORTATION
ONISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT 8.049210/
U-2524A8
PROPOSED
GREENSBORO OUTER LOOP
SHEET l0 OF 26
06/03
MATCH LINE - SEE SHEET 11

SITE 4
® DENOTES FILL IN • • • • DENOTES MECHANIZED
SURFACE WATER +`••••• CLEARING
NOTES:
i) UPON COMPLETION OF CONSTRUCTION, INSTALL
ROCK BERM AT SWALE OUTFACE
2) ALL LONGITUDINAL SLOPES ARE LESS THAN 4%.
3) ALL GRASS SWALE SIDE SLOPES ARE NO GREATER THAN 3:1. /Q/p p 20m
4) RUNOFF VELOCITIES FOR THE 2 YEAR STORM ARE 2FT/S OR LESS.
5) ALL SWALE LENGTHS ARE GREATER THAN 1O0FT PER ACRE OF
DRAINAGE AREA.
N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT 8.0492/0/
0-2524AB
PROPOSED
GREENSBORO OUTER LOOP
MATCH LINE - SEE SHEET 10

DETAIL 20
STREAM RELOCATION
/SA
F~~
slpa~ VARIE VARIES
~
2 \ A\
-YAB,._ Dl _~-
a = 030m x375 mm CLASS B
RlP RAP W/
02 - 030m
PGL B
FILTER FABRIC
B ~ 09m
CLASS B fl[TER EST
STATKW TO STATION RIPRAP FABRAC LDE
TONS SY („Y
-{.- 34t09D00 TO -L- 35f00D00 LT
NOTES,
STRf/W RELDCATKJW SNAIL BE COWSTRUOTED ANO STABILIZED W/TH VEG?ATIOW AND/OR
APPROVED EROSKJW CQVTROL MATTING PRlOi4 TO pVERf/NG FLOW INTO CHANNEL
OOM/STRUCT YEANCER/NG LAY FLOW CHANNEL AS SHOWN OW PLANS
xALTERNATE R/P RAP LINER TU OC?S/DE OF YEANOERS
WE WlL1LW STAKES TO 8E PLANTED /N BEIIYEEN RlP RAP
DETAIL 21
STREAM RELOCATION
~/~ y, l D
`rlgo VAR/ES VARIES
F ~,
2 \ A\
-~~._ DI ~~.-
al = 0.96m x375 mm, CLASS B
D2 = 0.46m RIP RAP W/ PGL
B - l2m FILTER FABRIC ~.°«1
~~ 8 FILTER ESf
STATKW TO STATIQV R/PRM FABRIC DDE
TOWS SY CY
-L- 36t2pD(~ TO -L- 37t1OB78 LT
NOTES,
STREAY RELOCiPKlN SNACL BE CONSTRUCTED AND STAB/UIED WITH VEG/TATILyv AND/G4
APPROVED EROSAIN DLWTROL YATT/NG PRKW 71D DNERT/NG FLOW 1NTD CHANNEL
Lt]NSTRUCf YEANDER/NG [AY FLOW CHANNEL AS ShgYN ON PLANS
xACTERNATE R/P RAP LINER TO OtlTS/OE OF MEANDERS
WE WILLOW STAKES TD BE PLANTED /N BETWEEN R/P RAP
SITE 3 -STREAM RELOCATION DETAILS
N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT 8.0492/0/
U-2524AB
PROPOSED
GREENSBORO OUTER LOOP

268 _ 268
266
~I - 266
264 ~ - 264
PROP GRADE -L- S
262_ - 262
+ _
260 _ 260
VPl - J4+501170
EL 26lb2/

258- vC - 15b1XJOm
K - ++
- 258
as- llo~,r,
256 --- -- ---------- ------ - 256
254 ~'.. __-. ~ Exisr GROUND
' _ 254
l3l67% -----------

252- ------
--------------- --,,----,4 ----- ~ "
252
-
250 ~~~~ ~~ ;~~ - 250
~~¢

248 w w~¢w
- 29.8
-fi80 34.10 +20 -h40 ~ffi0 -1-80 35.1.00 t20 +90 f60 +80
STREAM RELOCATION PROF/LES
-L- STA 34f09 TO 35+00
LEFT PROFILE 2m o 4m
vERrlcaL scALE
lOm 0 20m
HoRizoNrAL scALE
N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
GU/LDORD COUNTY
PROJECT 8.0492/0/
U-2524A8
PROPOSED
GREENSBORO OUTER LOOP
SHEET l3 OF 26 06/03

EL (65.68/
vc - 2~omnrn _ 268
268 K-~
as- iin,~nn
266 _ 266
+ I~cMC_% ~ - iws2~i
264 + _ 264
262- ~ - 262

260
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- 260
d a
258 ~ e ~ 258
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256 -' - 256
254 ~Q ~ ~~ ~ - 254
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252 _.y-~
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-

250 -_
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`--~- -~i -----
-------
----
,
-- _ ---
---- ; - 250

248 - 248
36f00 +20 +40 +60 +80 3T+0~0 +20 +90 +60 +80 38+00

PROFILE Sl T E 3, 4 AND STREAM RELOCAT lON N.C. DEPARTMENT OF TRANSPORTATION

DNISION OF HIGHWAYS
-L- STA 36f00 TO 38f00 GuitDORD couNrr
LEFT PROFILE 2~~
PROJECT 81J492/0/
U-2524A8
vERrICAL scALE
PROPOSED
lOm 0 20m
~~ GREENSBORO OUTER LOOP
HORIZONTAL SCAM SHEET l4 OF 26 06/03

SITES 5, 6 AND 7
-WLB WETLAND BOUNDARY ® DENOTES FILL IN
SURFACE WATER
L
~ ~ WETLAND • • . • DENOTES MECHANIZED
~L ••~ ••• CLEARING
NDTES:
1) ALL LONGITUDINAL SLOPES ARE LESS THAN 4%.
2) ALL GRASS SWALE SIDE SLOPES ARE NO GREATER THAN 3:1.
3) RUNOFF VELOCITIES FOR THE 2 YEAR STORM ARE 2FT/S OR LESS.
4) ALL SWALE LENGTHS ARE GREATER THAN 1O0FT PER ACRE OF
DRAINAGE AREA.
lOm 0 20m
N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT .8.0492101
U-2524AB
PROPOSED
GREENSBORO OUTER LOOP
WIFE BERNICE I. GOINS ~~~^ ~ v~~ ...~~.._ - .,~~ vn~~. ~ ~ v

T
h-
W
W
x
N
W
W
N
W
Z
M
J
Z
V
H
Q
S/TE 7
® DENOTES FILL IN lOm 0 20m
SURFACE WATER
DENOTES MECHANIZED
CLEARING
T
W
W
2
N
W
W
W
Z
H
J
S
U
H
Q
N.C. DEPARTMENT OF TR,4NSPORTAT/ON
ONISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT 8.0492/01
U-2524AB
NOTES:
1) ALL LONGITUDINAL SLOPES ARE LESS. THAN 4%.
2) ALL GRASS SWALE SIDE SLOPES ARE NO GREATER THAN 3:1.
3) RUNOFF VELOCITIES FOR THE 2 YEAR STORM ARE 2FT/S OR LESS.
4) ALL SWALE LENGTFIS ARE GREATER THAN 1O0FT PER ACRE OF
DRAINAGE AREA.
PROPOSED
GREENSBORO OUTER LOOP

y.~i '~.
m I `, ~
.- .~ i ~ ,
~ ~%~ ..
W
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W
W ~
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TRUSTEES OF HELEN k
TESTAMENTARY FAMILY TRUST N
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~--~...\
ze-
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SITE 7
BI ~~
lOm 0 20m
NOTES:
1) ALL LONGITUDINAL SLOPES ARE LESS THAN 4%.
2) ALL GRASS SWALE SIDE SLOPES ARE NO GREATER THAN 3:1.
3) RUNOFF VELOCITIES FOR THE 2 YEAR STORM ARE 2FT/S OR LESS.
4) ALL SWALE LENGTHS ARE GREATER THAN 1O0FT PER ACRE OF
DRAINAGE AREA.
N.C. DEPARTMENT OF TRANSPORTAT/ON
DNISION OF H/GHWAYS
GUILFORD COUNTY
PROJECT 8.0492/0/
U-2524AB
PROPOSED
GREENSBORO OUTER LOOP
SHEET l7 OF 26
06/03

258 -
256 -
254 -
252 -
CROSS SECTION -SITE 5, 6, & 7
2.5m 0 5m
vERTICAL scALE
5m 0 /Om
HORIZONTAL SCALE
- 258
-256
-254
-252
N.C. DEPAR'T'MENT OF TRANSPORTATION
D/VlSION OF HIGHWAYS
GUILFORD COUNTY
PROJECT 8.U492/0/
U-2524AB
PROPOSED
GREENSBORO OUTER LOOP
-L- ~ d
45-f~00.000
EX. EL 256278

266
264 _
262-
260
258
256
SITE 5
VPl- 45~.G170
EL P56.091
VC- 601JOOm
K= 54
OS- /A~bM
266
264
262
260
_ 258
'j t 0.3000 % ~cc
8EGlN FILL 71~,WETLANDS
254 STA 45+4/ ~~~~'---
~`=
252_ END FILL IN WETLANDS ~ v x ~s
STA 45+5/
250
BEGIN FILL IN WETLANDS
STA 45-I-65 +/-
248 4om LEFT
45f00 +20 -M0 f60
LJV
-- ------------ - 254
~~ - 252
END FILL IN WETLANDS
STA 46+05 +~- - 250
60m LEFT
.SITE 6
_ 248
f80
46-f00 +20 -1.90
-F60 +80 47f00
PROFILE SITE 5, 6, 8C 7 N.c. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
-L - ST A 45 f00 T 0 47 f00 2m o 4m GU/LDORD COUNTY
LEFT PROFILE ~~-~ PROJECT 8.049210/
U-2524AB
vERrICAL scALE
PROPOSED
lOm 0 20m GREENSBORO OUTER LOOP
HORIZONTAL SCALE SHEET l9 OF 26 06/03

~,
-"'~+~L~-- WETLAND BOUNDARY
~~ WETLAND
L
~LLLl_/114 DENOTES EXCAVATION
IN WETLAND
SITE 9
lOm 0 20m
N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT 8.0492/0/
U-2524AB
PROPOSED
GREENS80R0 OUTER LOOP
SHEET 20 OF 26
06/03

27Q-
268-~------
266
264
262-
26~
258-
(256
254
-L-
52+20.OW
EX. EL 268D95
BEG/N WETLANDS

END WETLANDS
270
,~ 268
~__ -
i---- 266
264
262
260
258
256
254
CROSS SECT lON - Sl T E 9 N.c. DEPARTMENT OF TRANSPORTATION
ONIS/ON OF H/GHWAYS
GUILFORD COUNTY
5m 0 /Om 2.5m 0 5m
PROJECT 8.0492/0/
U-2524AB
HOR/ZDIvrAL SCALE VERTICAL SCALE
PROPOSED
GREENSBORO OUTER LOOP
SHEET 2/ OF 26 06/03

e~~
SITE l0
® DENOTES FILL IN
SURFACE WATER
• • • DENOTES MECHANIZED /0/p 0 20m
•• •• • • • CLEARING
N.C. DEPARTMENT OF TRANSPORTATION
DN/SION OF H/GHWAYS
GUILFORD COUNTY
PROJECT 8.0492/0/
U-2524AB
NOTES:
1) ALL LONGITUDINAL SLOPES ARE LESS THAN 4%.
2) ALL GRASS SWALE SIDE SLOPES ARE NO GREATER THAN 3:1.
3) RUNOFF VELOCITIES FOR THE 2 YEAR STORM ARE 2FT/S OR LESS.
4) ALL SWALE LENGTHS ARE GREATER THAN 1O0FT PER ACRE OF
DRAINAGE AREA.
PROPOSED
GREENSBORO OUTER LOOP

276 _ 276
274 _ 274
272- _ 272

270 END FILL IN SURFACE WATERS
270
STA 56+00 + /- -
40m LEfT
268 _ 268
END PROJECT U-25E4AB
-L- 56f92583 EL 867J60
266 ~ END cRaoE - 266
~
BEGIN FILL IN SURFACE WATERS ~
264 STA 55f5o - 264
35m RIGHT ---'
-+ ~
o~ ~
262__ '_ PROP c -c- s + oB5O4 r _------___--
. _ 262
260 ,__ _ _ __ _
- _ 260
EXIST GRWND
-------- ~_ ~ - VPl= 56+951)00
258 ``~ vc• ~i~.oOOm _ 258
"~.',-~ . ''" ^ i 1a00 RCP OS= NOkmh
256- '~ _: _-~ O -256
JURISDICTIONAL STREAM
254 55 f00 f20 f40 +60 +80 56-f00 f20 ><40 +60 +8U 57 x-00 _ 254
PROFILE - SlT E l0 N.C. DEPARTMENT OF TRANSPORTATION
DNISION OF HI
W
GH
AYS
-L - ST A 55 f00 T 0 57 f00 GUIFORD COUNTY
LEFT PROFILE 2m 0 4m
PROJECT 8.0492/0/
U-2524A8
VERTICAL SCALE
PROPOSED
lOm 0 20m GREEN.>BORO OUTER LOOP
HORIZONTAL SCALE SHEET 23 OF 26 06/03

SITES 5,6, AND 7
PARCEL lI5
t~,ve-~rr ~RoflD flc.a.ES, ~ NG
~~~ O~E
PARCEL 864
-
NCDOT 6R'~~NSgoRA~ ~C, Z-1L}Q'~
SITE l
PARCEL N0.7 PARCEL ll6
JOHN R.SMlTH AND WIFE GAYLE T.SM~TH GOINS/SHINN
3007 ROBlNH000 OR. 2605 TOPPING ORNE
GREENSBORO, NC 27408 GREEISBORO, NC 27407
PARCEL ll8
LESTER G. RNENBARK
3002 LARK ORNE
SITE 2 GREENSBORO, NC 27407
CITY OF GREENSBORO
OKA T.HESTER PARK PARCEL 823
P.O. BOX 1336 NCDOT
GREENSBORO, NC 27402-3/36
PARCEL l2/
NCDOT
SITES 3 AND 4
PARCELS 71 AND 85 PARCELl29
CITY OF GREENSBORO ARTHUR WOODY
DRAWER W-2 29/0 CROMWELL ROAD
GREENSBORO, NC 27402 GREENSBORO, NC 27407
PARCEL 75N PARCEL I30
MIDWAY PROPERTIES,INC. TRUSTEES OF HELEN TODD JAMISON TESTAMONY
PO BOX 14868 FAMILY TRUST
GREENSBORO, NC 274/5 503 H08BS ROAD
GREENSBORO, NC 27403
SITE 9
PARCEL N0. l32
L & S PROPERTIES
503 HOBBS ROAD
GREENSBORO, NC 27403
SITE l0
PARCEL N0. l3l
D.H. GRIFFIN WP, ECKING CO., INC.
P.O. BOX 7657
GREENSBORO, NC 274/7-7657
AFFECTED PROPERTY OWNERS N.C. DEPARTMENT OF TRANSPORTATION

DN/S/ON OF HIGHWAYS
GUILFORD COUNTY
PROJECT 8.049210!
U-2524A8
PROPOSED
GREENSBORO OUTER LOOP
SHEET 24 OF 26 06/03

IMPACT SUMMARY
WETLAND
IMPACTS SURFACE WATER
IMPACTS BUFFER
IMPACTS NEW
BUFFERS

Site
No.

tation IFrom/To1

tructure Size
Fill In
Wetlands
Thal
Temp. Fill In
Wetlands
(hat
Excavation
In Wetlands
(hat Mechanized
Clearing
(Method III)
(hat
Fill In SW
(Natural)
/hat
Fill In SW
(Pond)
(hat
Temp. Fill
In SW
Thal Existing
Channel
Impacted
(ml
Relocated
Channel
(ml
Enclosed
Channel -
(ml
Zone
1
Thal
Zone
2
(hat
Zone
1
(hat
Zone
2
(hat
1 -Y1A-11+70 1200mm 0.040 ~ -
2 -L- 22+75 1200mm 0.011
2A -L- 23+00 TO 23+BO 0.196
3 -L-34+00 70 37+10 1500rnn1 0.078 292 211 130 0.547 0.365 0.270 0.180
4 -L-36+90 2.4m x 1.5m 0.072 180 113 0.264 0.174
5 -L-45+q1 TO 45+51
6 ~~L-45+65 TO 46+OS 2.7m x 1.5m 0.003 0.013 71 60 0.168 0.116
7 -L-46+10 TO 49+80 1350mm/1200mm 0.049 153 113 0.239 0.157
9 -L-52+05 TO 52+55 0.085
10 -L-56+20 1200mm 0.014 116 91 0!416 0.217

TOTALS: 0.051 0.085 0.003 0.225 0.19G 812 211 507 1.634 1.029 0.270 0.180
BUFFER IMPACTS FOR PROPOSED NAT. STREAM DESIGN
SITE 3 BZ-1 0.0226 ha.
BZ-2 0.0256 ha.
SITE 4 BZ-1 0.0110 ha.
BZ-2 0.0163 ha.
SITE 6 13.4m (44.0 ft) of two 750mm RCPs removed
SITE 7 LENGTH OF EXISTING STREAM IMPACTS: INTERMITTENT 56m PERENNIAL 97m
12.2rn (40 ft.) of 750n1m RCP removed
6.1 m (20.0 ft) of 750mm RCP removed
13.4m (44.0 ft) of 750mm RCP removed
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT:8.U492101 U-2524AB
PROPOSED GREENSBORO OUTER LOOP
SHEET 25 OF 26 06/03

GRASS SWALE SUMMARY
ENGLISH METRIC
PERMIT
SITE GRASS
SWALE
(GS)
LOCATION SIDE
SLOPES SWALE
GRADE
(°/)
AREA
(ACRE) SWALE
LENGTH
(ft) BASE
WIDTH
(ft)
Q2
(cfs)
V2
(ft/s)
Q10
(cfs)
V10
(ft/s)
AREA
(HA) SWALE
LENGTH
(m) BASE
WIDTH
(m)
Q2
(cros-
V2
(m/s)
Q10
(cros)
V10
(mis)
3 GS to 183AH MED 5:1/6:1 1.03 0.54 328 1.8 1.4 2.8 1.6 0.22 100 0.05 0.44 0.08 0.49
3 GS to 183BK MED 6:1 0.91 0.62 328 2.1 1.4 3.2 1.5 0.25 100 0.06 0.43 0.09 0.47
4 GS to 191 MED 6:1 0.92 1.09 459 3.5 1.6 5.3 1.8 0.44 140 0.10 0.49 0.15 0.54
4 GS to 1RT RT 3:1 1.00 1.24 197 4 3.9 1.8 6.0 2.0 0.50 60 1.2 0.11 0.54 0.17 0.62
4 GS to 2RT RT 3:1 0.80 0.94 98 4 2.8 1.5 4.6 1.7 0.38 30 1.2 0.08 0.45 0.13 0.53
5, 6, & 7 GS to 1LT LT 5:1/6:1 1.16 0.54 262 1.8 1.5 2.8 1.7 0.22 80 0.05 0.46 0.08 0.5t
5, 6, & 7 GS to 1 RT RT 6:1 0.83 0.42 197 1.4 1.2 2.1 1.3 0.17 60 0.04 0.37 0.06 0 41
5, 6, 8 7 GS to 211 MED 5:1/6:1 1.43 0.62 328 2.1 1.7 3.2 1.9 0.25 100 0.06 0.52 0.09 0 57
5, 6, i3< 7 GS to 212AH RT 6:1 0.30 1.04 131 3.5 1.0 5.3 1.1 0.42 40 0.10 0.32 0 15 0 35
5, 6, & 7 GS to 212BK RT 6:1 1.16 0.79 262 2.5 1.6 3.9 1.8 0.32 80 0.07 0.49 0 t t 0 54
5, 6, & 7 GS to 218 MED 6:1 1.10 1.04 525 3.5 1.7 5.3 1.9 0.42 160 0.10 0.52 0 t 5 ~ 58
5, 6, & 7 GS t0 219 LT 6:1 0.82 1.28 394 4.2 1.6 6.4 1.8 0.52 120 0 12 0 49 U i8 V 54
5, 6, & 7 GS to 220 MED 6:1 1.01 0.49 328 1.4 1.3 2.5 1.5 0.20 100 0.04 0.40 0.07 0 4e
5, 6, & 7 GS to 221 RT 6`.1 0.81 1.53 394 4.6 1.6 7.4 1.8 0.62 120 0.13 0.50 0.21 0 56
5, 6, 8 7 GS to 222 MED 6:1 0.65 0.62 394 2.1 1.2 3.2 1.4 0.25 120 0.06 0.38 0.09 0 42
5, 6, & 7 GS to 226AH MED 5:1/6:1 0.47 0.79 459 2.5 1.1 3.9 1.3 0.32 140 0.07 0.35 0.11 0.40
5, 6, & 7 GS to 2266K MED 5:1/6:1 0.30 0.42 262 1.4 0.9 2.1 1.0 0.17 80 0.04 0.26 0.06 0.29
5, 6, 8 7 GS to 227 RT 6:1 0.30 0.91 328 2.8 1.0 4.6 1.1 0.37 100 0.08 0.30 0.13 0.34
5, 6, & 7 GS to 229 LT 6:1 0.30 0.42 197 1.4 0.8 2.1 0.9 0.17 60 0.04 0.25 0.06 0.28
5, 6, & 7 GS to 231 MED 6:1 0.30 1.09 722 3.5 1.0 5.3 1.1 0.44 220 0.10 0.32 0.15 0.35
5, 6, & 7 GS to 236 LT 6:1 0.3D 1.66 591 5.3 1.1 8.1 1.3 0.67 180 0.15 0.35 0.23 0.39
5, 6, 8 7 GS to 238 RT 6:1 0.30 1.53 591 4.6 1.1 7.4 1.2 0.62 180 0.13 0.34 0.21 0.38
5, 6, & 7 GS to 239 LT 6:1 0.48 1.41 394 4.6 1.3 7.1 1.5 0.57 120 0.13 0.41 0.20 0 45
5, 6, & 7 GS to 241 MED 6:1 0.45 0.74 459 2.1 1.1 3.5 1.2 0.30 140 0.06 0.33 0.10 0.37
5, 6, & 7 GS to 243 RT 6:1 0.48 1.46 459 4.6 1.3 7.1 1.5 0.59 140 0.13 0.41 0.20 C 45
5, 6, & 7 GS to 245 LT 6:1 1.23 1.53 197 4.6 1.9 7.4 2.1 0.62 60 0.13 0.58 0.21 0.65
5, 6, & 7 GS to 246 MED 6:1 0.84 1.16 591 3.5 1.5 5.7 1.7 0.47 180 0.10 0.47 0.16 0 53
5, 6, & 7 GS to 247 RT 4:1/5:1 0.70 2.50 262 7.8 1.9 12.4 2.1 1.01 80 0.22 0.57 0.35 0.64
5, 6, 8 7 GS to 2LT LT 3:1 3.75 0.37 197 4 1.1 1.8 1.8 2.1 0.15 60 1.2 0.03 0.54 0.05 0.65
5, 6, & 7 GS to 2RT RT 3:1 3.00 0.37 262 4 1.1 1.7 1.8 2.0 0.15 80 1.2 0.03 0.51 0.05 0.61
5, 6, & 7 GS to 3LT LT 3:1 1.17 0.37 197 4 1.1 1.2 1.8 1.4 0.15 60 1.2 0.03 0.37 0.05 0.44
5, 6, & 7 GS to 3RT RT 3:1 3.00 0.42 197 4 1.4 1.8 2.1 2.1 0.17 60 1.2 0.04 0.56 0.06 0.64
5, 6, & 7 GS to 4LT LT 6:1 2.04 0.62 262 2.1 1.9 3.2 2.1 0.25 80 0.06 0.58 0.09 0.64
5, 6, & 7 GS to 4RT RT 6:1 0.30 0.37 131 1.1 0.8 1.8 0.9 0.15 40 0.03 0.24 0.05 0.27
10 GS to 248 MED 5:1/6:1 0.85 0.74 328 2.1 1.4 3.5 1.6 0.30 100 0.06 0.42 0 10 0 48
10 GS to 250AH LT 6:1 0.85 0.54 328 1.8 1.3 2.8 1.5 0.22 100 0.05 0.40 0.08 0 45
10 GS to 2506K LT 6:1 0.49 0.37 131 1.1 0.9 1.8 1.0 0.15 40 0.03 0 28 0.05 0 32
10 GS to 251 MED 5:1/6:1 0.85 0.86 394 2.8 1.5 4.2 1.6 0.35 120 0.08 0.46 0.12 0 50
10 GS to 252 RT 4:1/6:1 0.61 1.04 394 3.5 1.4 5.3 1.6 0.42 120 0.10 0.43 0.15 0.48
10 GS to 253 RT 4:1/5:1 0.30 0.37 131 1.1 0.8 1.8 1.0 0.15 40 0.03 0.25 0 OS 0 29
10 GS to 255 MED 5:1/6:1 0.85 0.42 197 1.4 1.2 2.1 1.4 0.17 60 0.04 0.38 0 O6 0 42
10 GS to 256 MED 5:1/6:1 1.06 0.79 394 2.5 1.6 3.9 1.8 0.32 120 0.07 0.48 0 11 0 54
NOTES:
ALL LONGITUDINAL SLOPES ARE LESS THAN 4%.
ALL GRASS SWALE SIDE SLOPES ARE NO GREATER THAN 3:1.
ALL SWALE LENGTHS ARE GREATER THAN 100FT PER ACRE OF DRAINAGE AREA.
RUNOFF VELOCITIES FOR THE 2 YEAR STORM ARE 2FT/S OR LESS.
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT:8.U492101 U-2524A6
PROPOSED GREENSBORO OUTER LOOP
SHEET 26 OF 26 06/03