20200758 Ver 1_U6010_Permit Package Wetland_20200505_20200610

HNorth Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47145.1.1 TIP No.: U-6010 County(ies): Alamance Page 1 of 1
General Project Information
WBS Element:
47'45.1.1 TIP Number: U-6010 Project Type: Roadwa Widenin Date: 2/14/2020
NCDOT Contact:
Galen ail, PE
Contractor /Desi her:
Joshua G. Dalton, PE, CPESC
Address:
Hydraulics Unit
1000 Birch Ridge Drive
Raleigh, NC 27610
Address:
Sungate Design Group
905 Jones Franklin
Raleigh, NC 27607
Phone:
919 707-6711
Phone:
919 859-2243
Email:
[e-mail]
Email:
jdalton sun atedesi n.com
City/Town:
Burlington
Count ies :
Alamance
River Basin(s):
Cape Fear
CAMA Count ?
I No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.84 Surrounding Land Use: IMedium & High Residential, Commercial
Proposed Project
Existing Site
Project Built -Upon Area ac.
11.7 ac.
7.1 ac.
Typical Cross Section Description:
US 70 (S Church Street): Concrete median with 2:1 max side slopes. 4 paved lanes (total 44'wide) with 2'-6"
curb and gutter. 5' sidewalk (10' berm width (14' w/ guardrail)) and 8'-10' multi use path (varying berm witdth).
Y (SR 1311): Concrete median with 2:1 max side slopes. 4 paved lanes (total 44' wide) with varying additional
turn lanes (total 28.75' wide). 5' sidewalk (10' berm width (14' w/ guardrail)) and 8'-10' multi use path (varying
berm witdth). See project typicals for detailed information.
US 70: 2 paved lanes w/ 1 additional turning lane (total 36' wide). 2' grassed shoulder.
Varying fill and cut slopes. Y (SR 1311): 4 paved lanes (total 44' wide) with 2'-6" curb
and gutter. Additional turn lanes (total 12' wide). Varying fill and cut slopes.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 14,400 Year: 2040
Existing: 12,500 Year: 2020
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The North Carolina Department of Transportation (NCDOT) has proposed the widening and improvements of existing US 70 in Alamance County between west of University
Drive (SR 1311) and Westbrook Avenue. This project includes two existing box culverts at stream crossings along US 70 and SR 1311. Due to the widening of US 70 and SR
1311, both existing box culverts require extensions. The first existing culvert, a 2@7'x7' (7'x8' Downstream) Reinforced Concrete Box Culvert beneath US 70 requires extensions
both upstream and downstream. As part of this culvert extension, an additional 1 @8'x7' RCBC will be constructed parallel to the existing 2@7'x7' RCBC. The proposed 8'x7'
RCBC replaces an existing 72" Reinforced Concrete Pipe. The extensions and culvert addition will require channel improvements both upstream and downstream. The channel
improvements will smoothly tie the existing channel to the box culvert extensions and addition. The second existing culvert, a 2@8'x6' Reinforced Concrete Box Culvert beneath
SR 1311 requires extensions downstream. The northern most barrel has a 2' concrete sill and is backfilled with native material to allow for animal passage and flow conveyance
during storm events. A 2' sill will be constructed in the northern barrel extension. CL II Riprap will be used downstream as bank stabilization All major structures have been
designed to have as little environmental and surface water impacts as possible.
Waterbody Information
Surface Water Body (1): Ingle Branch
NCDWR Stream Index No.:
16-19-5-2
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply V (WS-V)
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: Jordan Lake
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative) I

See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Symbols
See Sheets 1 C-1 and 1 C-2 h or Survey Control Sheets
ELON
COLLEGE
p`
Q
nLM.
O
Wade PROJECT
Z) Coble D 3 SITE
Us 70
�
IS. Church St
a
I � a
> 5
z 1z
= I=
V V
�Iw l
olZ
oI
v
* DENOTES SIGNAL
THIS PROJECT IS LOCATE[
BOUNDARIES OF THE CIT
IS NOT LOCATED WITHI[,
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD II.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
ALAMANCE CO UNTY
PERMIT DRAWING
SHEET 1 OF 12°�°
Rz zR
RTArE PROiRcx RRPRRRNC6 NO
�eeT
NO.
�TAL
S888M
U-6010
9TAT8 PROl.N0.
P.APROl. NO.
D89CRIPTION
DATE: 05-05-2020
47145.1.1
PE
47145.21
ROWAJTIL
47145.3.1
CONST
LOCATION: US 70 (S. CHURCH ST.) FROM WEST OF UNIVERSITY DR.
(SR 1311) TO WESTBROOK AVE. (SR 1309) IN BURLINGTON
TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNALS
CULVERT EXTENSIONS AND PAVEMENT MARKING
WETLAND AND SURFACE WATER IMPACTS PERMIT
I
I'o
M
0
a
z
END TIP PROTECT U-60I0
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the Office of: HYDRAULICS ENGINEER
ADT 2020 = 12,500 PAR90N5 SUNGATE DESIGN GROUP, P.A.
50 25 0 50 100 m-4F.- ��q'- 3
ADT 2040 = 14,400
a 2018 STANDARD SPECIFICATIONS . @ �®
PLANS K = 13 /o LENGTH OF ROADWAY TIP PROJECT U-6010 = 0.884 MILES �
P.E.
o
D = 50 /a SIGNATURE:
50 25 0 50 100 T = 3 % * RIGHT OF WAY DATE: DAVID L. WILVER PE
PROJECT ENGINEER ROADWAY DESIGN ENGINEER
V = 50 MPH TOTAL LENGTH OF TIP PROJECT U-6010 = 0.884 MILES MAY 31, 2019
PROFILE (HORIZONTAL) * TTST =2 DUAL 1 p
FUNC CLASS = LETTING DATE: DAVID GA RENEW ®� 8�����
1O S O 1O 2O PROJECT DESIGN ENGINEER
URBAN ARTERIAL OCTOBER 20, 2020
P.E.
PROFILE (VERTICAL) NCDOT CONTACT SIGNATURE:

STONEMOR NORTH CAROLINA LLC /LOUISE B HAZELWOOD /
LIFE ESTATE /} DETAIL 1 DETAIL 2 PERh
v SPECIAL LATERAL BASE DITCH
DITCH
-\ (Notre scelel STANDARD BASE
I Ne.re scelel6- BILK S H E
WALL L THERAN RETIREMENT I Ne,em1 Nm,,,el
O I \ MI STRIES OF ALAMANCE �;a e b e"�°s Slope cro""a aT D tiJ �`°"Na
p ISBK 6'BLK BEGI TIP PROD CT ( 1I lam, TNIORTH CAR01_JNA I T 0 FRB
BUS �"` /� / ,,nl� k:i
„flP olI C AlL I POT .STA,7+50.00 -L� \ /�\ \ / B=20 R5 F. B=20 Ft.
O Fr. DATE
Hs �H� WOODS I © \ \�� W STA. 10+15 -L- RT
HS ;'K SPE TE �� \ = FROM STA.8+00 -L- TO STA.11+00 -L- LT DETAIL 3
HS I PLANTEK
L N ER\A I 2' EDIT © ���
H SPECIAL CUT DITCH F(
Exlsnmc EIP 0
.71' E [9\ IL 1 g �� 24'CsG INe,le s�°lel F< oti LUTHERA
esr asT iW D R7w C3 © ,,nn,, N From oti T ALAMAN
=NTER \ / / \Y:.Y IS• R,_ oBcn l O
— — — _ — — — 94• X _ © C3 tJ
= FAIN
Ft. `��
6 _
EMOVE - - - - ��® RQ - - STA 13+00 -L- LT
_ GTj
_ o _
—=— -- PDrL +
•D.I. - ---- - 8'4 2---- --
S 84' /
.7" E F
\ BST-
-- PRrsrMc Riw �i— �-6-� BS�L' p F
I
�� ESY� — — / fl w mcW s�� I
EIP LUTHERAN RETIREMENT MINISTRIES OF
D1 ��( j F a I tV ALAMANCE COUNTY, NORTH CAROLINA
BST
\ REMOVE W
HTR I I 18" RCP z �
ISBK ODS J 0
BUS I
J SEPH F ROSE '= Z
JOSEPH F ROBERTS E Q
C ARLENE ROBE FOGLEMAN D L
CHARLENE ROBERTS TRUCKING INC Q j 2O
JOSEPH F ROBERTS <
CHARLENE ROBERTS STANDARD 2 BASE DITCH
EST.DDE=24 CY
SEE DETAIL 2
L=67 FT
S = 0.45%
w 30 LF OF INLET POT STA22 6.48 -L-
CHANNEL IMPROVEMENTS
L1.JEST
RIP
PT Sta. I7+40.23 -L- E1 0 SSYNGEOTIEXTILEAP
ST.
SEE DETAIL 7 O a / o•
PC Si'V 17.42 -L- I i 10 ENLARGEMENT VIEW
/I I _ SEE SHEET 4_OF 12 �_ _ _
��EC. CUT 'V' DITCH Q 24'cac _ _ _ _ _ _
II Ln N
O SEE DETAIL 3 IL
.J \I� I'
S` yy
BACKFLOW / OII - - �J � / � / � .< SC
+ �+ PREVENETER / LP, I `. I T LyTAKE
L M\ oti WOODS �--
I cP « 1�5`Rc�24_cxc �O PDE
ph
PLFINS PBEPABBu BY : PROJECT REFERENCE NO. SHEET NO.
,AWING PARSONS U-6010 4
OC 2 RALEIGH, NORTH CAROLINA, 19191 854-1345 RAN SHEET NO.
r NO LICENSE NO.F-0246
FOR NORTH CAROUNA DEFT. OF TRANSPOR ON ROADWAY DESIGN HYDRAULICS
SUNGATE DESIGN GROUP, P.A. ENGINEER ENGINEER
)5-2020
50, 100, � FR�ei°smazeNCANOOUNA Te�aue
ViaIKES oAf
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
f72.00N Y- l�ll l l l2 /�l 1a9� jl
ELON TOWN LIMIT (INl
ELON TOWN LIMIT IOU:
REMOVE//I
6E 9VE CB
/ N
B/
P
LUTHERAN RETIREMENT MINISTRIES OF
{ P-IV ALAMANCE COUNTY, NORTH CAROLINA
RETAIN
w
L - ____
rn_—=-- US 70 SOH CHURCH 50'B-"-c�RM
5EMR E 38 FMOV— -- 1RW
--- -
CB
RCP -IV rEMO +
- -56�
V--- ---- CB --- U�B----_-------c-_
-- --- ----D----_ ___ _
70/SO�UTTH REMOVE ry
115° RCP -- - 15'�KCP- - Q
P —_ --- ---- US 70 sou cnu s — Te Di REMOVE CBS +—� T - - 8� 0�4 E- - - —tea ot_—�
X E SEWER EASE NT R B --- �1�= dBS7 N
RRA
I - . 15" R —Og O� / h 3 l/ J
I 1 w 6 GR
'IX I\
FOGLEMAN D I„NII I FW �Ub�iLYPU F- 24 ca
L TRUCKING I L? IILlj
INC SST 1I PUE ss F Z
F\ 1 / / / / C - _ / ExIsrlNc so• paNl J
B" HDPE 15" R P — - RCP .. .. e
IN=OPE INV=620.86' 8'HDPE IS"RCI m t� I II P REMOVE DI 15" E
NI I DOMPS ER 6W ' +—� _ _ _ � � �\ \LO. 8�Y`-RCP--I\ I � � / / 'J 3 � ❑ / / /
24.E1 PUE PUE SITE 1 ° o I I TOTAL TAKE a I i �I / �P ,a UE WOODS Q
ISFD AIBLE WIDTHI dl AE� �IBUS DINING I24 C /
C 5 EASEMEN D.4i E* ®II + I CAN 1 PATlO II II / ro REMOVE
l
Lo d '
VARIABLE WIDTH oFn 'U
BOBBY R ROSE JR PUBLIC SANITARY / /Gi 'PFT - / i/A/ /l nD41 / I HILLIER KEZIAH FAMILY LLC
LORI A ROSE SEWER EASEMENT
\ REMOVE w /
\ I / ZP Er L CB N �e / �'
RESTAURANT INVESTMENT °2 LLC N I R B 4
I 7
AA 25
24" RCP
\ EL LF OF OUTLET I
� CHANNEL IMPROVEMENTS CNK _ 7 h B
DE IL 7 DETAIL 8 RETAIN 15" RCP o / a
to EST. T. TONS CL II RIPRAP f c�\gyp
INL CHANNEL IMPROVEME OUTLET CHANNEL IMPROVEMENTS EST. 150 SY GEOTEXTILE & DI u, ;� -!/ OOD .. / / /^i�� BANK STABILIZATION
c,°rexrne m+.I I Nor re swlel „cK ( Noun Scele) SEE DETAIL 8 ' �� " g
,« EST. 58 SY GEOTEXTILE RAP
suacr uwre z""W E_6' AR
rxuvnoH . m c INLET CHANNEL r c n BANK STABILI d� U EM
_EO ITLET�MGI I I
z (LOOKING DOWNSTREAM) EST. 125 TONS _L
(LOOKING DOWNSTREAM) EST. 203 SY GEOTE)MLE
Ao STA. 19+60 -L- LT STA. 19+90 -L- RT BZ 2
J DENOTES IM CTS IN F F DENOTES FILL IN I ,o.Z\ 30" RCE CB „ ¢B h //
VARIABLE WIDTH PRIVATE
SITE 2 CB / 1 Cp REMOVE
SURFACE TER WETLAND Ess EASEMENT 0.41 D. I MATc l d ` BZ I—
L �N 0" CF IV 30'�
DENOTS TEMPORARY * * DENOTES MECHAN p I- F —y RCP -IV BZ 2—
"� IMPACTS IN SURFACE WATER * * * * CLEARINGt�LARG MENT VIEW SFE ShFET 13�50 S�EESHEET 8 FOR -L- PROFILE
A SEE SH ET 5 OF 11 SEE SHEET Id FOR -Y- PROFILE

o, Q LSE RAZEL'WOOD e "I
D• STONEMOR NORTH CA$OI s wi LI 6EST19TE--64J 7 6 DETAIL 1 DETAIL 2 PERh
SPECIAL LATERAL BASE DITCH
STANDARD r g .W DITCH
6• BL °2 -' �� \�ggRAN RETIREMENTS Newrel N rei
() WAL SHE
6®vim 4 695 tl'X9 %III RIES OF Q Q � ' N.—I \os Fill Ground
T ry4 I Ground z., Slope DATE
O ~ ISBK 6' ELK l r R J T AROUNA D P°
C 6 3g Ay�L^L'J/f 1 \ iJ " Min. D=1.5 F. Min. D=2.0 Fr.
H�' C HY I 1 m 4�o TA. e O O 2 )- ,�/'� /\ \ s3 B=2.0 FL B=2.0 H.
I 6q . \
WO S W STA. 10+15 -L- RT 5
�� � = FROM STA. 8+00 -L- TO STA. 11+00 -L- LT
SPE TERM
'PLANTE T f e DETAIL 3
Eft\ a DIP 0.7I' � 2 E AIL 1 W © 0 \�� N SPECIAL S.DITCH F� O LUTHERA
esr - Exlsnruc 24' cac ti
L - R '" Is R� y o�kn otiT Tp ALAMAN
-- _-�_ X — N.—I a� °s
BST ,- 63�6� - - - E Min. D=1.5 Ft. r
io 'tip
RQM STA. 11+75 -L- TO STA. 13+00 -L- LT \j
_ �� 9 9E -zurL +
4 -
ss� P u' z�—_
36 ll BST
---------
II�
/WEIP WTHERAN RETIREMENT MINISTRIES OF
DO iE; hS \ 6a� 8-. —_ I ALAMANCE COUNTY, NORTH CAROLINA
� �63 6Z /6 MROCVP� _Z
6Q6
5 //j �.r/63i3F.
633 ISBK II 5 0
Nf 6�1 �'Cg\\ �6 \ BIAS
EPH6 ROBERy�7 \ a� - U Z
R ENE ROBERTS , \� sa��- /�- C ARLLfEIER B /{ 7 b9 TRUCKING I<Q j 20
))) ANL kAWITTSAR m2) BSE DITCH / 4�ill
PLANS PREPARED BY : PROJECT REFERENCE NO. SHEET NO.
ZAW I N G PARSONS 0-6010 4
OC 2 RALEIGH, NORTH CgaOLINA, 19191 85a-13a5 IRW SHEET NO.
r NC LICENSE NO.F-0246
MI NORTH cAROUNA Fear Or TRANsvoRT TON ROADWAY DESIGN HYDRAULICS
D5-2020
SUNGATE DESIGN GROUP, P.A. ENGINEER ENGINEER 5
_� � xc�oMes41eHseuo�lrari.�zre�eue
n MINISTRIES OF
JRTH CAROLINA
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
+UCTIOAl
72.00
ELON TOWN LIMIT (IN)
ELON TOWN LIMIT (OUT)
REMOVE JB /
>`Ecp
1
RIP
PT S10. 17+40.25 -L- EST. 1 0 SSYNGEOTIEXTILEAP
H ±I r^ 0 ce SEE DETAIL 7//°i��TIRE�
PC SP 17.42 -L- I ENLARGEMENT VIEW 9�_slo I L�1 '9/� NT NISTRIES OF
/M �� l{L�ttf NCE OUNTNOR H CA OLINA
II1124'6$G/SEE SHEET 4 OF 12Lo I�
SEC. CUT 'V' DITCH I II �/ za'cacl O SEE DETAIL 3 II`111J d \
+ °� PRE C NE R / `PO �11 ,_ \ B 1 1� / /' �" •�v' / f 1
\IN
Lu
�
^�_ E METER ILLI
1 1 \s\
=
©
W W
- - -
-W S 629 6 31 632 633 63q O
RNSOUTH CHURCI r 50" BS7 N - - - G - - - _c - - - - � -
,� N
MO _ _ a = -c— B L -F RE VE 38 LF EM - u5 +
U ss� - - r - - - -'- - •D
C&G--m —� REMOV1714
— �o X E SEWER EASE NT R B i � US 70 a
DB 52 P 8" RRA
9��
Fuu4EMAN 2 ca —=1I oe B I l 'jl
L iRNCKING l y I Illryy___��r�,E ` W
esr 1 PUE II - _ \ / / _ s F Z_
/ 7 I B" HDPE a Is P F C / Isrwc Bo sAN
P
DUMPS ER � —�— IS RCP REMOVE DI 0 mN ae
24 �� ps IT6Q� TOTAL TAKE a 2 �/ / / E 00 PUE
AE' /
A E WIDrN r!I T BI m //�\ /
ISFD c s EASEtnEN o.ai ®II + I CAN PATlO I II II 0
AI
B ¢ � LO
VARIABLE
R ROSE JR UB � 2gi
LORI A ROSE SEWER EASEMENT .q7� / o \6 \ 6 \3/ V I EAMILY LLC
3 2S S`6
w \ EMOVE
/ ZIP66 L Ce LX Ee
RESTAURANT INVESTMENT °2 LLC / R B
24" RCP
\ CHANNEL IMPROVEMENTS I
DE IL 7 25 LF OF OUTLET
DETAIL 8 EST. 35 TONS CL II RIPRAP I RETAIN 15" R D
INL CHANNEL IMPROVEME OUTLET CHANNEL IMPROVEMENTS EST. 150 SY GEOTEXTILE & D ABILIZ
cEorume m+.l INor re swla,, (Novo s�ela, SEE DETAIL 8 I Y.I �� �/ n .54 TONS C P I
�� Y GE
� � s s suacr uwre cz""W_-/-.6, AR
rxuvmoN . e' c INLET CHANNEL E in is BANK STABILI / �EM E
" �En Ir�iEruFl 2
_
z (LOOKING DOWNSTREAM) (LOOKING DOWNSTREAM) I EST. 125 TONS CL II RI _ / /m/
Ao STA. 19+60 -L- LT STA. 19+90 EST. 203 SY GEOTEXTILEB I
J DENOTES IM CTS IN F F DENOTES FILL IN
VARIABLE WIDEN PRIVATE CB E VE "
EL SURFACE TER WETLAND ACCESS EASEMENT 0.51 C. SITE 2 ` CP
��" ti�.arcH l 1E"� B21—
n� DENO S TEMPORARY R DENOTES MECHANIZE�RG MENT VIEW zP N0 186 LLC /h/E ,y o" CP IV R: -„,_ BZ 2—
"" IMP TS IN SURFACE WATER * * * CLEARING EN SEE SHEET �A 13� SO ��r NOTE.
8 FOR -L- PROFILE
A SEE SH ET 5 OF 11 SEE SHEET I� FOR -Y- RROFILE

' PROJECT REFERENCE NO. SHEET NO.
20' 10' 0 20' 40' U-6010
R-W SHEET NO.
30 LF OF INLET
SCALE: 1"=40' ROADWAY DESIGN HYDRAULICS
CHANNEL IMPROVEMENTS ENGINEER ENGINEER
EST. 38 TONS CL II RIPRAP FINCOMPLE FE PLANS
OEST. 178 SY GEOVTEXTILE ch W NOT USE FOR 6W ACQUISMON
O O o
z
03 O
N DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
I - REMOVE 7�" RCP / SHEET 4 OF 12
/ DATE: 05-05-2020
AMP, �ti WOOD
s - T Li'TAKE-
PDE
P �
\ �
Pu�
PDE , —
00 -
\ 15" RCP IV Acl, ----- _----
MEN
_ 5" RCP —IV
---—c— — — — — —— -- —— HI ON
US 70 SOUTH CHU TB DI
S 0' BST
15" R —IVY CB � oo �`�
CB S
C & G BST R
1ILP
VE
E
PUE R P—IV ----- --
o_
P INLI
V=620.88' 8" HDPE 15" RCP „ RCP P 15„ a 000 RCP
PUE---------
- SITE 1ui
TOTAL TAKE
24 C
DINING I 25 LF UTLET
PATI CHANNEL IMPR V MENTS = II
oI I
> CAN u
EST. 35 TONS CL I Rr+pEST.150 SY GE TCI
9

2010' 0 20' 40' /
SCALE: 1"= 40'
CM
W
Q
Z
N
CD
RETAIN 15, RCP
L& DI
14'-0O
BANK STABILI INN'
EST. 125 TONS CL II 7RIIRA�EST. 203 SY GEOTILE
a
ZP NO 186 LLC
- BZ 1-
BZ 2
PROJECT REFERENCE NO.
SHEET NO.
U-6010
W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
[NC®MP LEE
>E
PLANS
DO NOT USE FOR
6W
ACQUISMON
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 5 OF 12
DATE: 05-05-2020
HILLIER
K STABILIZATION
54 TONS CL II RIP RAP
\88 SY GEOTEXTILE

(Rf»U
(9(A6
(RM6
(9Kt6
(9fA b
PROJECT REFERENCE NO.
SHEET NO.
U-6010
C
S
1
+
4 -
-
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
2
•1
K
D
S
W
X
1 D
G
L
LE
-
618
38
INCOMPLE
DO NOT USE FOR
E PLANS
W ACQUISITION
2:1
(N
L)
If
2.
3:1
(SK
WE
)
(•
P•)
DOCUMENT NOT CONSIDERED FINAL
1
Piz
p
u
UNLESS ALL SIGNATURES COMPLETED
P
OP
24'
RC
-I
ST
; "
CP
I
V.
09.
'
10
=
7
-
G
RT
NU
KI
XST
BE
_
R
P.
CULVERT
RO
. CHANSIEL
CL E
LEV
= 6C
5.3
LO
E _
.0
FT
FT
E
IST.
INVERT
C
L ST
4 1
+ 40
4-
_
'
RETAIN
E
TE
D
@7
x7'
US/
@7'x8'
RC
C
S
E
IST
PIP
90
:1
NO
)
2.
8:1
(SKEWED)
P.)
XIS
. T
P S
B
WS
BEVELED
XS
2@
'X8
RC
RT
ELE
=
05.
-
-
-EST
XS
BE
77,
BED
EXIST.
C
LV
RT
PROF.
C
LVE
T
PROP
UL
ER
L
=
.00
F
FT
E=
FT
XIS
. IN
ER
E
EV.
60
.2'
ELEV.=60.8
CL6,SS
11
RIP
ZAP
LASS
2THI
II RIF
RAP
KW
GE
TEX
LE
P.)
G
OTE
TILE
P.)
BAC:KFILL
SEL
CT
WITI
TE
i
IALEXC
CA
TIO
J
ti'•
XCA
ATI
N
13'-15'
10'-1
'
EXC
VAT
ON
=
117 C
IN LETC
A
N
L
OUTLET
CH
N
EL
(LOOKING
D
N
TR
)
(LOOMING
DOWNsTRE)
(NOT
TO
SAL

o,
PROJECT REFERENCE NO.
U-6010
SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INC®Ni ALE
DO NOT USfi FOR
E Il�LANS
6 W ACQUISITION
C
STA
1
+
6 -
-
RETAIN
ND
EX
E
D
x
B
II.
2,
6:1
(SKEWED)
L ELEV
61
.5
'
(
P )
DOCUMENT NOT CONSIDERED FINAL
XIS
. TOP
LAB
UNLESS ALL SIGNATURES COMPLETED
2:
(N
L)
MATZ
�
607.8
EXST
MUG-
TB
R
_7=7
Q1
RRELS
—
EXIST.
' SILL
EST
BED
2 S
ILL
EXIST,
INVERT
BARREL
AR
EL
E
EV.
b
5.3'—:\
EXI
T. CULVERT
EXI
T. I
VERT
1
(NOT TO
AH
SCALE)
PRC
P. CULVERT
SLCPE10.0105
17.7
ULTI
ARE
U
E
T
SL
PE
0.0
5
T.F
,
*NO
ES:
1) SI
LS ARE
TO
BE 1.
FT.
)VIDE.
AB
VE
NK
ULL.
8
PROPOSED
ILL
NLET
AND
OU
LET
EXIST
NG SILL
11
XISTIN
LOnD
LAIN
MEN
FLOG
BENCH,
PLAIN
I MR
No
t0
TB
ON
T
WfG
B
B
z
w
N�
>Hi
N�
9/13
d3Hi
■■ilii�iilitV�h�f-�iiiii��■■�

0" PLANS PREPARED BY
END CONSTRUCTION PROJECT REFERENCE NO. SHEET NO.
STA.56+06.27 -L- POT Sta. 57+95.79 -L- PARSONS U-6010 6
RALEIGH, NORTH CAROLINA, [phone] RNJ SHEET NO.
NO LICENSE NO.F-0246
FOR NORTH cA UNA DE- OF TRarvswO 014 ROADWAY DESIGN HYDRAULICS
.0 B LI A HOSIER MILLS INC ENGINEER ENGINEER
W RCP DB 522 PG
~ 521 SUNGATE DESIGN GROUP, P.A. W s, RCp Q� PB 32 PG 113
113
J H 9q 15 BST t:.Y S I c� _ _ wiEoa`Fo m'ScixAocru�zTe�asse
H -7XISTI c / O ---,,*
LET RAN RETIREMENT W = Is RCP c is"RCP Q Q- -S;�' SO'
MINISTRIES Z F-
B— ce —
J _----- - - =F -
V + —� (IN DOCUMENT NOT CONSIDERED FINAL
`' f - - - - - e- - - - c UNLESS ALL SIGNATURES COMPLETED
H --
Lr)C IS' RCP _CB 15' RCP 00
L'- -� --� PERMIT DRAWING
Q BST S - OS S 8' D.I. Q
ENI 1"° R,W S SS z SHEET 8 OF 12
N i it l4i -
FIPgI DATE: 05-05-2020
LUTHERAN RETIREMENT MINISTRIES I 50' 25' O 50' 100,
EIP0.
HARVEST BAPTIST CHURCH I SCALE: 1"=100'
VANTAGE SOUTH BANK I
i
I POT Sto.13+0838
j I I I REMVE CB CAROLINA HOSIER MILLS INC
& 1OI I 1, I I
5" RCP
END CONSTRUCTION I v, II PT Sto. 11+81.01 -Y4-
PC Sto.48+17.39 -L- POT STAI1+12.36 -Y4- I I I
PT StJ40+59.72 -L- PC Sto.11+51A0 -Y4-
,l STANDARD I'BASE DITCH
/ EST. 54 TONS CL 'I' RIPRAP REMOVE CB Y
I EST. 83 SY GEOTEXTILE & 15" RCP REMOVE
j EST. DOE =19 CY 12" RCP
( L=30 FT REMOVE 27 LF
/ _ 15" RCP -� 3 ~
in/ SEEBDETAIL 6 RETAIN 18" RCP PT Sta. 50+39.43 -L-
TIE E%ISTING HDPE 24" RCP & A �To O W
h CONSTRUCTED TO DROP INLET II I "'
N
N
W BY OTHERS
W // {�, 2 \ -
.. I _ _ 11 iJ \ I I II II 15" RCP -IV
N I -IJ. R 3 20 C/ P \TZ
f ,���� \\ I II RETAIN CB / F C a
UJIN I I I I s0 ° al/ II s I a II Fj I III cm o
DI E PD 4p�� \\ I a g����FL01�8 /
2. 'M�� 18" T E E BACKFLOW \ LID 15" RCP -IV P J� TE P I DI 1 I I C \\\ 15" RCP -IV
t(0j -30RCf-_--�TFo --- _-__ R PDr� N --. o� a El
PDE I LB I °" —
_ �
---- _ _ F ,
-= T- ----- - ---------- - -
RIPRAT 15 RCP IVY � / •� � ,
50
°----- - - - - w - - -G=== -- _ —_- _ ---- w- --_- -- _--_ - - - -
c --------_— US 70 - - - - - cF�- - - - --
30--RCP-IV 24 RCP -I - - Fri=-_ 4" -IV - C�°>J IV -CB �- N
_ --. _
--ELOYJ9-RE--_ -----_ oou,nyg 24" RCP w_ _ - _ _ _ _ - - _ _ _ - W_ _ - - - _ - _ - w- �1.- � - - _ OVE CB
T---- &12"RCP 1 --
- _-c-REMOV€ 15 LE _ - - - ---- -- -----_
---_—
US SOUTH CHURCH ST VAR BST
B R OV RIPRAP RIPRAPJT— 8'"� _c- - - _ _ _ o _ c- - _ �Ir
Z.
.. E nnc R/w B I 5 CB \ \, - - - - _�� �--B, D- ----- I'S" CP-IV c —cR
J T I-8'DT� -c- - _ - W
� --
W DU PUE ^� d,
W DS E PUE i —i II E%ISTING R/w CHL 5 5 \ GR
S — E -STING R/W E F
DIRE 2 I CLMN BRK I ��FLOW
SI / EMOVE 15" RCP ice J `- cLMN I p O E ) I� s `+ &' PUE PUE V
NK5 �P=� E AREA
I LANDSCAPE SUPPLY I I 0` V I BST
V B
FIDE TOTAL TAKE / �� W I II II i y;
A I�
II a a OR
— — — — L
II 9 m' s BST RCP
SITE 3 ENLARGEMENT VIEW REMOVE PET GO ROUND OF GREENSBORO INC
18" CMP
STANDARD 4' BASE DITCH SEE SHEET 10 OF 12 i DK PORCH --
EST. 75 TONS CL T RIPRAPSIATL
EST.125 SY GEOTE)MLE BUS lY I OF IBUS
SAM C NEWTON JR EST. DDE=26 CY Q PET GO ROUND OF GREENSBORO INC BUS
L-48 FT IL
S=0.60% cAN
SEE DETAIL 6 ISM
B S
lA
z
POT STA IO+O 0 Y4- = BOB R. ROSE
CL 'I' RIPRAP POT STA 53+3 .40 -L- ANN P. ROSE
EST. 11 TONS
W EST. 22 SY GF j
a �-
BARNHARDT FAMILY PROP LLC
GOODWILL INDUSTRIES OF F F DENOTE FILL IN END T/ PROJECT U-60/0
CENTRAL NORTH CAROLINA WET ND POT S IA.54-N5.00 -L-
MECHANIZED
n�
DUR�CE WATER IMPACTS IN
n.»
»tn
A�
»f»
DEN
NOTE
EN E SEE HEET 9 FOR -t4-
PROFILE
SEE HEET 10 FOR - PROFILE

Q' _ PLANS PREPARED BY
a' 1.6 �54 r ' syg / q '� �� END CON$ I N PROJECT REFERENC.27 E NO. SHEET NO.
h TAP PO a.57+�}5 9 2-
sTa-> PARSONS a-6010 6
r 606
RALEIGH, NORTH CAROLINA, 19191 811-1115 R.W SHEET NO.
1 NC LICENSE NO.F-0246
5
6� 6Nq FOR nonm cnaolxnn oEvr. oFrnarvsvonTnnory ROADWAY DESIGN HYDRAULICS
______//�� 6b 7 LI SIE ILLS ENGINEER ENGINEER
65 Lu '"u.,- 6�, 1 DB 522 521 e 6 3
IS % 5 �} 6 e- SUNGATE DESIGN GROUP, P.A.
s q �fj)5/ 5( 1 ( l f L o�jjj W e P 32 P 113
6 5 6 s V� e 9 j m `B6)� �865 `6F7 1 N S9c'� 5 RC BST S r wiEILIio I' ' FAA°(�ru�zre 8
6 � �n � I `1\ i .�/' � �L lkes \\ l�66� EIM rvo.
L ERA gg 4EMENT \ �, I / \ ` e \ ss Z I5' RCP c 5^q��—
5MJ�4�tES V / ,vf ��n�r J H _7z
/ 3
V/ \ 1 _ 1j m 0 11I 68a
656 6 �8 ss s 65h5 6-�/ • l c 6 6 �66 sue% _ \ 1\ V —_ —_—�_ !� 6� N
6 OS �1 m 6F DOCUMENT NOT CONSIDERED FINAL
�^lB — - UNLESS ALL SIGNATURES COMPLETED
f 2 s i (('r \ IA - E2 - , - is° RCP s
BST s 1 s� a' D.I. 674 ` j a PERMIT D RAW I N G
setE N m G S 11 6 S SHEET 9 OF 12
51 I 1%g3 o4rs lal n�nil�/ II 6 2 �8 ¢ ..669'�„ —670_.- I
DATE: 05-05-2020
,
50' 5' 0 50' 00'
THERAN RETIREA�ENT MINISTRIM
6_,/y �� m 1l) p �S� IIIHHHIIIAAA VEST PTIST CHUR 73 % """U75 777 BI -
852 'o j a/ 650 �ry i 1 �7^ I �61 N 664 f ---1 �2 67B7,2 �3 70 3 gaVANTA�E SOUTSFi%ANl��> �g 6 688g�fSCALE: 1"-100�ee
�3 6 \) I { ,(� t E50 661
69wo �
6 ) 52 650 7 1 / I/) II/I/ p
aaSS 4 / � 50 ( 54 6S7 6 ICI 47 70 672 '2 \ +0838
�q � n ` I z 4jQ I I (�l/j �/ ``2_saz Paz ��� \ 6� � I6am -� sta. 13 (j)(
J/6(2 {1I/) 664ti f�; -..,, 'nm I' l�^vI 6' 67 1 ' b2� /// ,.,/6" 6 �0
J / ' % ✓ '9�mq �` �` 1 m 6 I 0 5 �v 0 /6\716}2 \� \ S�� 7�` /'"6 69 �Se
/ 64 1 S r�-?? ' cam( I \ J (� \s ` T4
�Sz I' 62a `� �q� 6 / ` 5�m ^ 6z0 s71>" Zh� �� y d d CAROL ,OSIER M51Cs 1 d,
6 1 r #B 648 I `a i ((/ � } �, `eLs• C \1\ I S"ti ^�
Il 6 4 \ 0 J I 662 �' 0 6d�0 REM VE Cd
GsZ 6 6 _ / 67 67�F� �0 8' 1 " RCP I I a
�� 6 64e �S `\ 6 6 6 a { 6-^` J 6 �y� ND C�NSTRYC� ON �m m I 9 ta. II
0 T .ram- �; a� (ss2 $9 / Z 9_j�g5 +81.01 -Y4-
a5 ss, 53 s6�C St',
4 +/7.39 L P T S //+/2. 6 -Y4- f
S 1 663 ✓ s s I -Y'4-m
9( �y, cc ',I{ }I 66 1 A 66�6$.-�� 6t9 �, l `1y I I C StO. I I'00
P f 9. 2 6 \7% DNDARD 4 SASE DITCH 65 �� ^ O �6 9 J I 680 "!
6#6 6 Cl1�s� 1 7 flflfl 6 ` co 571 Rr VE CB `�
a8 / 4�646` I I E5T`4 $ CL'I' RIPRAP o, / 0 663 ( I &"yj�RCP�ram \ RMRIE
W8 (1 I 1 EST Y S .1 TRl �n }/ 1l', 11\ 1 {�- / \ )1 `� `� \1 S5( `/( CCCBBB
+I �I EST.�,D 9 4 I I J�67 \ 3n r 112" R % �'8ze H
i 6 1 L 3W FTOV 27 LF ,m9 °' N-98" -�N a " ,
✓� I < S=8.30% 15" RCP�DRSI�
, 0 m°j 662 �� I RCP 6 9 PT Sta. +39�83 L- s ,o, o• 7ZZZ Lu
Lii 7 V I ha SEE DETAIL 6 1( '� \ �o N 8 6 2 75 76 Ey
)/ VVV A 1�IE IING iHDPE J f 24" RCP 8 JB \l
1- ON$ CT b tin N @�6a )\\\ 649 9 S f0PIN ETJ ss ebs YW B OTH (1 662/ i' 62 6 6 f(, 673 I \�> i/i
% I a eTvi I E�ay�9--, % J J1 1 / ~'\S . 662 6 Y:J I� 17I 6 6
V7 f,Lu RES-CT/C 4 1j d'9 J / ( ( \k I I 1 1 6 I S RCP -IV 46 / w1-31_20 �645 II�III .,I11I I,9 1 (I/ 1 J{l (l( dS+ 1 / Vb0 ZZZ 1l`1 �62 �\ I 1 \a 66 8 ` l O
W I A 1 (' ( I ` 11 1 11I 6�b4 RE �B
V1 I 16AA I I S J D 'WI II Sl �' 4 pl\/) m6 0 1 II 6 6 665 Q
DI 4 418 4 O T7' E PD BACK OW 11 Q?Q�2 PD 1� L D rti.0 _5p ESP I DE \ �s70�1 6 C
O_ -30"-RCf - - - - �r Fo — - _ 0111" CPI B RCP �67 I F I 1 q3- Ji, RCP _ Ln
. 673
RJ
�— c- - - - - - - - - - - - - - - - - _ _ - -
_ _ _
_ _ - - -
24" I 9 50 Q
a_--EL01VA8LE __ USSOU CHUR H Sr_ - _ _ _ _ - - - - --
=-w TWA
BST _ _ P IVM1L99-� � 4" RCP I _ I rtB
Vi B'D.I. 8 BIND BSc B 65 5 -1 z SOUTH HURCH ST VAR 1
6 1�
I �
LuI 6 �'. E G R/ " C PU
M J W E 6 cR
I 1,RCP CVLSMN �� r 6$� P ND CBLMN —\ E 3 t66 -667 �68 t'66 ^� �67 ✓^_- V
T 6k �J 554 q(6)50 J. \5 / 9`-1% �' -�_ AC 6 �/ UE� P '� PPLMr m 66`.'�-.2.\_�✓�6G��\ I �� w�B57-----568 ~
(�57 66J , 6Q S i sn
I 4 S ?_ tail I h 1)4)i Zia-.i6y�(,, \ �-• .M ../�-..667
D 656Ac,95, 5 y9 `r,65'^" 9 9g B i GR \ 1 665 ` 6�7
64 y \lM„�/, .'1�696 6'��5g� 657 m Q �� \ �6g&�]6�SJp II BST d+"_666—� 2.
3 TE 63 mw 655� 6S REMOVE 6 6S �^ _ 6 PE G`O. UND OF GREENSBORi� � - 64 q 664 P
697 w /J �n O 6 Gap \ 18" cmj 65 g -657 650 �f D B m 6S4 6GL �� PILI 6 c�
6 �6 IDAR 4' E al } \ /{ `n �� sse 6�S N S�T I �."PORC-4i �Cs, 663J645
6 6 6 LlE L I' \D 48 N ISF �O ,[1�-. 7 `tn 6�V \ \ y5 ISMTLr V69� 6�0 ..125`SN EO E 6t�/( s6 ,f �d 6 \ 6 \ BUS
EWER T. - 6 CYA ( ti J 6 s j 7 G0"ROUND OF&EEtrSBORQ,�NC 6 13
"� 634 64� _48 FV
0 �`p l I \ M
q(llJ /� )\\ I \ ./�� \ 6 �6 6`$� 6CAN
SEEw 1� (S GE✓ 6 � � �Gyf \� I I 65a� 57 5 f'i�b�i '�_ IEII 9� ✓ ��6 6 6 5 Ism
BS � 11111 4
L b� w 69 639 �^ �� \ .."65 633 , S l -65 5 656 POT STi�. l f Y4- _ ���
STAN AR B E ITC S 689 f7 ` y� "' �?S (1 ',,,A �T_"/ ,,/S 4 OB R. RBbt 1
36 �B227 INaro a1e1 6 / � 7q 2 \�� I 5 6 4 � I j 6� SS-�` -GLzlEST. 6 6�e� ^ POT TA. +s -L- 6 ANN P. R�jE 664 I
yl 3 Not nl 633 1 \r \` EST. TONS q
,�t_65 EST. 22 $Y G�
s 4 ��%%. I 1 f ((--
1. 632 0 \ � I � 6 ,�33 Ve6 a 4 1,,./ j \ .�65 Z
0r �J 132 Gaorone B in. 3.fld�.� 6 T�A94�I�Y{PROP LLC II I �4 3M-ry �-• 3 n 665�65�o`O� _55
moo• ICNTRWAILGL�j
FILL IN 1 POD PRO �T �/-60 0 f
yPe if Lz 6D 63 1� yOLINDUSTRIES OF 654 1 -
g�'•` RT ROLINA ND �oh
TA �4. w' 4 .690�I C �S as m�
LAC-F`V-C�i�T MCfI/�I`I ZED 0 \ s r '`� 65
652 Il 66ii 1 65
�Z 6 6�6 5 --z52\ 5 r J J �q 1 i —
--v�-bes �\ sal �\ II s jl�s9m 1 y NOTE
� °4 / \111 S� q DE PA S I �9 �Sp� m 526 SEE SHEET 9 FOR -L- PROFILE
4 9 643 64� 0 .-� 6 \ 1
�S6U�1�� _ �- ����59 SI A TER �� 6% J� aQ 6%,tam 4�/IS� SEE SHEET 10 FOR -Y4- PROFILE
Af9

PROJECT REFERENCE NO. SHEET NO.
10' 5' 0 10' 20' U-6010
W SHEET NO.
DENOTES FILL I N SCALE: 1'= 20' ROADWAY DESIGN HYDRAULICS
KF F ENGINEER ENGINEER
WETLAND
BNCOMP LEE >E PLANS
0 DENOTES MECHANIZED M NOT USE FOR w ACpUISITTON
CLEARING OGoO
a
z
DENOTES IMPACTS IN
SURFACE WATER N DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 10 OF 12
...- - DATE: 05-05-2020
C -
N CL
I�— G-REMOY€ 1,5 LF
SS
8"D D. 0
M
RE
3 _
- —� — SPRING --- --
—
DU PUE \� - -—,—,�,— ,
W D s PUE P
I `I�
----- ---------------------
g 8 �T- ---- 'E
oo� o o p $„ HDPE � o
�0 TOTAL TAKE LJJ o00 00 0 /
p ° o V i SITE 4
CL
o
0 00
oo S
o
STANDARD 4' BASE DITCH
PDE
EST. 75 TONS CL 'I' RIPRAP
z EST.125 SY GEOTEXTILE
9�
EST. DDE = 26 CY
g� SITE 3
9� L = 48 FT
A�
S = 0.60%
e� SEE DETAIL 6
A�
A�
9�

0 2.5
5
PROJ. REFERENCE NO.
SHEET NO.
U-6010
X-16
5
70
65
60
55
50
45
40
35
3D
25
2D
15
1
D
S
G
S
1
D
15
20
25
30
35
40
45
M
55
5
PERMIT
WIN
H
E
1
F
12
DATE:
50rl
-2
2
ein
UT
RE
TWIN
LAKES
„
SIT
4
•1
—
—
—
—
\
FILL
IN
WE
LA
D
0
�7
g
W
42
+
0.00
istn
OR
v
0.
20
0.
120
13
in
41
+
0.
0
10 v
0.920
10.920
DEVELOP
ENT
o
ol
ol
v
10.020
1
1
1
10.020
'
44.18
5
5
5
50
45
5
2
15
1
1
1
2
25
5
5
5
5

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
2 at 7'x7' RCBC EXTENSIONS
19+25 to 19+66-L-LT
INLET CHANNEL
< 0.01
< 0.01
< 0.01
23
20
INLET BANK STABILIZATION
43
19+47 to 19+85-L-RT
OUTLET CHANNEL
< 0.01
< 0.01
< 0.01
36
9
OUTLET BANK STABILIZATION
34
2
2 at 8'x6' RCBC EXTENSION
14+12 to 14+32-Y-LT
INLET CHANNEL
<0.01
0.01
< 0.01
11
INLET BANK STABILIZATION
45
14+42 to 14+55-Y-RT
OUTLET CHANNEL
< 0.01
12
OUTLET BANK STABILIZATION
38
3
40+64 to 40+98-L-RT
ROADWAY FILL
0.01
< 0.01
32
OUTLET CHANNEL
0.02
42
4
41+87 to 42+45-L-RT
ROADWAY FILL
0.01
< 0.01
TOTALS*:
0.03
0.02
0.04
0.01
304
41
0
*Rounded totals are sum of actual impacts
NOTES:
Site 1 LT & RT: Total Take
Site 3: Total Take
2018 Feb