20190229 Ver 1_R-3830 revised drawings_20190515

Carpenter, Kristi
From: Dilday, Jason L
Sent: Wednesday, May 15, 2019 6:56 AM
To: Norton, April R
Subject: R-3830 revised drawings
Attachments: R-3830-Hyd-Permit-Drawings-2019-05-14.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
April,
I pulled the trigger a little too quick on the revised drawings I sent you the other day. Please see the attached. They are
pretty much identical to the other set, with a minor change to description of impact for Site 3. The numbers stayed the
same as the one's in the drawings from Monday.
Let me know if you have any questions.
Jason
Jason Dilday
Senior Environmental Specialist
N.C. Dept. of Transportation
919-707-6111 office
[e-mail]
NCDOT Century Center
1020 Birch Ridge Drive
Raleigh, NC 27610
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
1

Hi
North Carolina Department of Transportation
1
Highway Stormwater Program
0
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016)
- FOR NCDOT PROJECTS
WBS Element: 38887.1.1 TIP No.: R-3830 County(les): Lee Page I of I
I
I General Project Information mad up
WBS Element:
-
38887.1.1 ITIP Number: R-3830 I Project Type: RoadwayWidening FDty. 10/15/2018
NCDOT Contact:
Craig J. Lee, PE
Contractor / Desig er:
TGS Engineers / Ben Henegar, P.E.
Address:
1590 Mail Service Center
Address:
706 Hillsborough Street
Raleigh, NC 27699-1590
Suite 200
Raleigh, NC 27603
Phone:
[phone]
Phone:
[phone] ext. 123
Email:
cilee@ncdot._qov
Ernail:,
bhenegar(a)tgapn_qJneers.corn
City/Town:
Sanford Broadway
!Coun (les):
Lee
River Basin(s):
Cape Fear F
ICAMA County?
I No
Wetlands within Project Limits?
Yes I
- -9w Project Description
Project Length (lin. miles or feet):
5.524 miles I Surrounding Land Use: ICommercial/Forested/Agriculture/RuraI residential
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
53.2 ac.
28.0 ac.
Typical Cross Section Description:
1.) Four 1 1.0'wide paved travel lanes, two 5.0'paved bike lanes, 2.5' curb and gutter,
Two 10.5'wide paved travel lanes w/ 2'to 4'grassed shoulders and grassed side
and 23.0' raised grassed median. - 3.1 Miles
slopes ranging from 6(H):l (V) to 3(H):l (V).
2.) Three 1 1.0'wide paved travel lanes, two 4.0' paved shoulders, 4.0'grassed
shoulders, and grassed side slopes ranging from 6(H):l (V) to 3(H):l (V) - 2.4 Miles.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 20,350 Year: 2039
Existing: 15,200 Year: 2019
General Project Narrative:
R-3830 involves the widening of NC 42, from Dalrymple St. to E1W Harrington Avenue, from 2 lanes to 3 4 lanes. The project includes four jurisdictional stream crossings, the
(Description of Minimization of Water
largest at Patchet Creek, -L- Sta. 228+24, proposed 72" RCP (buried 1.0').
Quality Impacts)
Pro'ect minimum measures include:
>Maximizing Shoulder Section - 2.4 miles of the project.
>Minimizing Roadway Side Slopes - Maximum side slope used on project is 3:1.
>Providing Adequate Ground Cover.
>Stabilizing Embankments and Drainage Ditches.
>Providing Adequate Energy Dissipation.
>Utilizing Natural Features and Drainage Pathways - Existing drainage pathways were utilized to the maximum extent practicable.
>Encouraging Diffuse Flow - Variable width base ditches were utilized to diffuse roadway ditch flow that discharge into wetlands.
Waterbody Information
Surface Water Body (1): Patchet Creek
NCDWR Stream Index No.:
18-20-9
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? IN/A
,Deck Drains Discharge Over Water Body?
INo
(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)
I (if yes, provide justification in the General Project Narrative) i

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rn
00
0 0
See Steet 1A For Index of Sheets
See Sheet 1B For ConventionGIFlun SheetSymbols
See Sheets I C- 1 through 1C-? For Survey Control Steels
U
m 0 .
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
LEPE. COUNTY
LOCATION. NC 42 FROM US 421 TO SR 1579 (MAIN STREET)
IN SANFORD AND ALONG SR 1579 FROM NC 42
TO SR 1538 (E. HARRINGTON AVE) IN BROADWAY
TYPE OF WORK.- GRADING, DRAINAGE, PA VING, AND SIGNALS
WETLAND AND SURFACE WATER IMPACTS
SITE 1
SITE 2
SITE 3
Ism
�O
50
US
BEGIN TIP PROJECT R-3830 END TIP PROJECT R-3830
-L- STA. 13 + 2 5.00 -L- STA. 304+90.86
SITE 5
SITE 6
-R-3830
SHEE
38887 ' 1.1
STP-0042(49)
PE
38887.2.3
WA
P/w
PERMIT DRAWING
SHEET 1 OF 20
C)
SO 0
C14
zV)
z
A DESIGN EXCEPTION IS REQUIRED FOR THE LANE WIDTH.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD UNIENT NOT CONSIDERED =FINA
-OC MpL T L
UNLESS ALL SIGNATURES C E ED
PORTIONS OF THIS PROJECT ARE WITHIN 'SANFORD'AND 'BROADWAY' MU N ICIPAL BOUNDARIES.
r-
GRAPHIC SCALES
5�O 25 0 50 100
I
DESIGN DA TA
ADT 2019 = 15,200
ADT 2039 = 20,350
K = 8 %
D = 55 %
T = 4 %
V = 50 MPH
TTST=2% DUAL=2%
FUNC CLASS =
MINOR ARTERIAL
REGIONAL TIER
0-
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT R-3830 = 5.524 mile
PrepGred For:
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
TGS TGS ENGINEERS By:
PaLUq 706 HILLSBOROUGH ST CIH(111)773-8887
, 0 C-0275
Llfr SUITE 2 0 '0" LICENSE NO.:
- RALEIGH NC27603
—
HYDRAULICS ENGINEER
SIGNATURE:
p OP, T R R
i1w,
PLANS
50 25 0 50 100
TOTAL LENGTH TIP PROJECT R-3830 = 5.524 mile
LENGTH OF PROJECT BASED ON -L-
A,
2012 STANDARD SPECIFICATIONS
V. MARCUS LOWERY, PE
ROADWAY DESIGN
ENGINEER
P.I;
SIGNATURE.
RIGHT OF WAY DATE-
OCTOBER 30, 2017
PROJECT ENGINEER
TRAVIS COOK, El
PROFILE (HORIZONTAL)
10 5 0 10 20
I I
LETTING DATE.
OCTOBER 15, 2019
PROJECT DESIGN ENGINEER
TATIA L. WHITE, PE, PLS
—
I I i I I L—.009i
PROFILE (VERTICAL)
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VERLIE P. THOMAS. AS
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DENOTES TEMPORARY DOCUMENT NOT CONSIDERED FINAL
IMPACTS IN SURFACE WATER UNLESS ALL SIGNATURES COMPLETED
TGS ENGINEERS
TGS 06 HILLSBOROUGH ST. SUITE 200
EA�INEE,�
W RALEIGH, NC 27603
PH [phone]
1123 CORP. LICENSE NO.: C-0275
DONALD G.THOMAS AND
WILLIAM AVERY HUTCHEN. III
AND
WILLIAIM AVERY HUTCHEN, 11
R "c A,
ICHARD F. KOCHENBERGER
AND WIFE,
1 39 BARBARA KOCKENBERGER
F-12?-
x
S CAR -
CULTIVATED FIELD ICIT
x
I MTL
CAN
ISFD
E E�E 0 GRASS
0
MOM
c
L — fHE PUE PUE
I 7t /14 /.
; 1 14 / I
WILLIA AVERY HUTCHENS, III
AND WIFE.
@SHARON ROSSER HUTCHENS
BURY INVERT 0.8 FT
BELOW STREAM BED
... ET
5PIPE OUTL CHANNEL
SEE DETAIL 23
CLASS TRI - P
(NOT TO BE PLACED
IN BOTTOM OF
STREAM BED) SYLVIA T. THOMAS
AND HUSBAND,
WALTER [).THOMAS
SITE 313
PUE
Is
25 PR 12' — —
— c\j
w
—T—
BL-133
P
I-Q
U E
PUE
i
CULTIVATED FIELD
SAMUEL E. TODD
mJOSEPH C. THOMAS
E
DETAIL 20 DETAIL 23 DETAIL 8
PIPE NfET CHANNEL PIPE OUTLET CHANNEL VAR. WIDTH SPECIAL LATERAL BASE DITCH
(N.— S-6) (N.t. S-II
—03 Fit
d S
d
I.P.
—s "S' I
'� :11
P'T"' P Mn. D - 1 0 Ft. 1, 0.0 Ft.
mp
CHANNEL BED CHANNEL BED B- 0.0 Ft. 1, 8.0 Ft.
"i"I ('"I
LengI 20.0 Ft. Length = 16.0 Ft. M -L- STA, 204 + 57 TO STA.204+80 LT
d= 2 .0 Ff. d= 1.5 Ff. FROM -L- STA 205+60 TO STA.206+00 LT
FROM -L-205+35 LT FROM -L-205+35 RT
DRIVE RADII ARE 10' UNLESS OTHERWISE NOTED
I SEE SHEET 35 FOR —L— PROFILE

PROJECT REFERENCE NO. SHEET NO.
PERMIT DRAWING R 3850 18
RW SHEET NO.
clq SHEET 10 OF 20 ROADWAY DESIGN HYDRAULIC
iv) ENGINEER ENGINEERS
F/F-/-
'f7j DENOTES FILL IN
2 WETLAND
C�) DENOTE MECHANIZED
00 REARING
SL
DENOTES EXCAVATION
4 IN WETLAND
41 DENOTES IMPACTS IN
SURFACE WATER
lx\
DENOTEI,TEMIORARY DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
IMPACTS N SURFACE WATER
TGS ENGINEERS
706HILLSBOROUGH ST. SUITE 200
RALEIGH, NC 27603
EA�INEE,�
TGS
PH [phone]
1@33 Big CORP. LICENSE NO.: C-0275
Q
L
LARRY W.11,01EASA)t
AND WIFE 41
�HARON B. 44EASA DONALD G.THOOAS AND
WILLIAM AVERY HUTCHEN. III
CHRISTOPHER AND
DI 'WILLIAM AYERY HLITCHENI,11
JODY MEASAMER _T�H
'ILALLI
L 'T
"" X-1
DITCH INTO WET�ND v,Q_ A fvl --�RlC�HARD F. KOCHENIB2ER6EIR!
AND WIFE,
I T
E �3 �A QIo- d,
Si- -L-204+80 LT __ - - \ 10
�1100 02 �l ffil v - 1 11 1 \ �x L
BARBARA KOCKENBERGER
L-11AL '5' - I I
139
FERMANtN�T
FILL\ ANDS
FF F=, x
18" IN 7 7
0, "F SCALE: 1>
E,
A. 4�- A - '[�
1\ PtPE I _T � 8N 1'= 4 0' 11
ET 2T W A, EL
N EE DET 2
ISFD I; %E�2 A, osk WILLIAM AYERY HUTCHENS, I�i
01,, LASS "k, -CAR-
'�,TOE,PROTECTIO
S
4.5 EDETAIL 26
I T 0 'BE-PLAI A F,
-4 RIP\\RAP SHARON ND WIFE�UTCHE \kTIVID FIELD
"S ROSSER,, x
QTh
EF X I
CA
C) Ilk l\DTH S\PECIAL INVERVOUS $9
GR Al SE DITCH W STREAM ­BE FAIL
'l\l__4ATmAL A PECI
DUB
DtT _"tl? DITtH\
\ \�"Ik LATERAL
SEE DETAW 8
Lc)
+ . I ' F- 1\ E\ 4014� - EF G A S
CO LL"� - -,I -\ - . — I c�
'A, . :; - 7
-E E ol r151
w 48' WE 41
I D
-421 R-it TYA_)-�
-2-5- -T 16' 2-L
T
'c"
93 �J,q 21 61 E, gy 80 345V E- 4� 46 10
_7 17) p
20'
BL-I 31 BL71132\, 8; �7_
R 4�4
8, c� FF
_T_/c I
'7--- `-7TET
c c I c
P6E PUE ------
E—E q I P PUE/- PLq.
-7— PLIE P&E POE UE LIE POE
PUE
A
000, PUE __j
CULTIVATED\ FIELD
N5 A,
WILLIAM AVER� HUTCHENS., 111
AND WIFE�
ON
/36 SHAR ROSSER lUTC
!,"s /
BURY INVER 0.8
BELOW/ STREAM/ IFED 423
(A NEL
E, PIPE OUTLET/CHAIN
T�m S'E
Pk CE .11ET�IIL�3
'k llLTIlATll 11111
(1491
1,32 A, 1NOT TO W �A
F CEE� 1P8
N BOTTOM F
2�1 " U BED)
DONALD G. THOO STREAM �A T.THOMAS SAMUEL E. TODD
- . I j ) SYLN
42511 AND WIFE. k AND HUSBAND.
LALJ�A KATE ) ) P
',,T�OIIIIAS 'k I WALTER'D.THOMAS
Ln
'A SITE 3 B
I ,EF'/'
SCALE:
1.=401 IF 8
J��EPH Cl THOMk�
411
F,
L
DETAIL 20 DETAIL 23 DETAIL 8
VAR. WIDTH SPECIAL LATERAL BASE DITCH
PIPE NtET CHANNEL PIPE OUTLET TUHANNEL (N.Iw S.I.)
DETAIL 26 (14- S,.6) (N.t. S-1.)
'H
IOD M
T
E
OPHE
ASA
R
Y MER
ST NTE�
TOE PR ECTION
N. OT-I.) G-d
cAAs
s
1_c� d
)61 RI-P P UB Min. D 1.0 Ft. 1, 0.0 Ft.
N.'I 7cZ:'
CHANNEL BED CHANNEL BED B- 0.0 Ft. 1, 8.0 Ft.
G,
ou 16.0 Ft. ("'I
Length= 20.0 Ft. Length FR M A- STA 4
20 + 57 TO STA. 204 + 80 LT
d -1.( d= 2.0 Ff. d= 1.5 Ff. FROM L­ STA 205 60 TO STA. 206 00 LT
b=3+0 Fl. r­h FROM A_ 205 + 35 LT FROM A- 205+35 RT
Type ofLi,,,= Cl,,,'I'Rip-Rp
FROM A- STA. 205+00 TO STA. 205+65 LT
E, SEE SHEET 35 FOR -L- PROFILE
DRIVE RADII ARE 10' UNLESS OTHERWISE NOTED

RANDY LYNN COX
AND WIFE. SAWEL E.TODD
SOPHIA REYNOLDS COX
DO NOT DISTURB
W/LT
C)
q
C)
C)
t---t
CIO
U') LQ
pUE PUE —
IL
CULTIVATED FIELD ISF
—E—E—E ----------- 7-- E 2-2— 03,
E—E E
c
72
PUE PLIE PUE PLIE
CULTIVATED FIELD
SAIIAIJEL E.TODD
25 FIR
FO BjZq�j
c
— PUE — PUE — FUE
IR,
PROJECT REFERENCE NO. SHEET NO.
PERMIT
DRAWING
R 38,50 19
SHEET12
OF 20
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DENOTES 1111 IN
WETLAND
DENOTE S MECHANIZED
CLEARING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS TGS ENGINEERS
--OD
EA�INEE,� 706 HILLSBOROUGH ST. SUITE 200
>
RALEIGH, NC 27603
a
PH [phone]
wig
CORP. LICENSE NO.� C-0275
z
U,
70
U,
113
0
CHARLES H.ANGEL.JR.
AND WIFE.
�ARY SUE ANGEL
CULTIVATED FIELD PUE
E E E—E
— — — — — — — — — — — c FIELD
75 PR PR
BROADWAY RD BST
agi
— — — — — — — — — — --
PUE —
GRASS
]2SFD
JOHN EDWARDS BISHOP. III
n 0
A, :f 1 0 aLIL35/ -T-
F%'TW-917 — — Q( �
P� c I
PUE 7puE
GRASS
C 'VC
ONC
C
SCALE-
7AL
DETAIL 9
TOE PROTECTION
I_
N-.1 -"e
b
11 00-
C d- 3
o b=1640- �Fti�G--il�
Typ. fLi-- CII
5'
FROM -L- STA.225+00 TO STA.225+50 RT
DRIVE RADII ARE 10' UNLESS OTHERWISE NOTED
/ ow Q)
co�� ('�
Nze
/I
C/1)
pu
P pu woo
7
p
144 TOE PROTECTION
SEE DETAIL 9
ANITA ARKER. CLASS 'B' RIP RAP
SAOUFL F 00 (LIFE ESTATE)
Y
FSEE SHEET 35 FOR -L- PROFILE

PROJECT REFERENCE NO. SHEET NO.
G R-3830
RW SHEET NO. 19
-420
PERMIT DRAWIN
SHEET13 OF 20 ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
Fy -
17
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
C LEARING
/T -"7,9_
DOCUMENT NOT C'ONSIDERIED FINAL
r UNLESS ALL SIGNATURES COMPLETED
( C -, TGS ENGINEERS
432- TGS 06 HILLSBOROUGH ST. SUITE 200
EA�INEE,�
NJ RALEIGH, NC 27603
411 -----416, >0 PH [phone]
CORP. LICENSE NO.� C-0275
6D -108
w
Nap
to 08-
Z to
-405 Ai
70
142 Lol)
;�v
RANDY LYNN COX
AND WIFE. tp',l _ I/ /SAVUEL (E TODIJ go
SOPHIA REYNOLDS' COX CHARLES H. ANGEL. JR.
AND WIFE.
MARY SUE ANGEL
/T DISTURB
�4 DO 't�0
B t
6 t�ll/LT
- - - - - - - -414,
z 402
C)
C) ---42 420 ISFD
C) tc�l z FIELD
C U L,� \7-A-T EDY CULTIVATED FIELD
ell P E
-E ------ 77 ------ 4 .. - I E----7L -------- Q)
E E/ Ci
F/-4'L- E E
CIO 7) —7 E—E FIELD
A
.44 G� -1115
CP
"o
c\j Q)
LQ WL9 BROADWAY RD
lu� - - - - - - RV —.*EMOYE
Lai 4- 72 STR `0 15" 0
:B
- �13
4
pUE PUE PUE PUE - Put PLE PUE PPE PLIE PUE -
0� 7752' WOD
e GRASS GRASS Pu
�2? -6 40 7
415 lg�
CUL'�,, 1144 E I�R'011CI
SOE
--CLASS WRIP RAP
7/2715- ISBKD
0 NQTTk K R.
��A ul DD'(L UTATE) -
CoNc
s - - �' T\'
411111 TJ'
2 1@43 c?
SAWEL E. TODL, JOHN EDWARDS BISHOP.
/x
C 399
A)l
ALE
416
4 0 16 16
4cro * 96
E 9F IF
IF W. *:
IF
10Q -
�2
40�
Dp
DETAIL 9
TOE PROTECTION
qA
393
EZ
C -1.0 Ft.
b=60 Ff.
0 d
5 1 Cc Typ..fLi-­ CI­'B'Rip-Rp
M
FRO -L- STA. 225 + 00 TO STA.225+50 RT
-7
�-91>
HERWISE SEE SHEET 35 FOR -L- PROFILE
DRIVE RADIIARE WILINLIESS OT N0T9p
a

C
E
cc
A
I
SCALE:
ROBERT V=40'
ROBICHAUD
Y,
1145
CHARLES H.ANGEL.J4.
AND WIFE.
MARY SUE A�GEL
_4�
SITE 5513
*IPEINL6 GHANN I
2' BAS ITC .,Sll D IF
C" D TAIL
C)
DETAIL 11
STANDARD BASE DITCH
mi,. D= 1.0 Ft.
M, . d = 1.0 Ft.
.ft­ a B , 6.0' 8 - 2.0 Ft.
Type fLiB.r- Cl—WRip-Rp
FROM A_ STA. 227 + 30 TO STA. 227 + 50 LT
_V_
11 4nr,
PDE
1.0'SILL
SITE 5A
�3 m
-EII 11 11
iE DITCH
DETAIL 5�� FALLOW
E]w
E LT02
77—
F GRASS (D
— PUE PUE
E Ill P RAP AT BST
EMBAN -ENT
�n SEE DE AI L
T' C SS T" R,
ER SEE DIET,�IPL
TRIL� OBED CSS 'PIO RAP
ES H.ANGE JR.
AND WIFE,
SUE ANGE
WOOD
'PIPE ftr (fHAkWEL
_,_CLA
E0
PEGGY B. NORRIS
DETAIL 2
PIPE INUET CHANNEL
(N.— ­16)
_A
7 O-s I-
RI—P I C.A.. L �!ED
--p
v­b"I
Length 24.0 Ft.
d- 3,0 Ft'
FROM -L ?9A,9n LT
I F". SN.�'.
GEOTEV
M .. D � 1.0 Ft.
M­ d - 1.0 Ft.
-Wh­ B m , 6.01 ll� 2.0 Ft.
Type f U.— Cl.. 'B'RiVR.p b= 5.0 R.
FROM -I- �TA ??R�?l TO qTA ?.10�00 IT
DETAIL 9
TOE PROTECTION
d A
A
�d
d=1.5 Fli
0
,=,. , F
Type O.B.— Cl— 'B'Rip-Rp
FROM -L- STA. 225 + 50 TO STA. 226 + 00 RT
HW W/
1.0"SILL
JANICE S. JONES
AND HUSBAND.
JAY LYNN JONES
(9
P'
FI
--- — --- ---
TOE PROTECTION
PUE SEE D;rA!L 18
WOODS CLASS I R P RAP
_E—E E
FOP
A
PUE — PUE — PUE PUE-
WOODS
c lk
SCALE-
1`40
E-
E Y B, 10
GG RRIS
DETAIL 16
PIPE OUTLET CHANNEL
dl
Li
CHANNEL BED Length= 38.0 Ft.
d � 4.5 Fi.
'CLASS T RIP -RAP IS TO BE BACKFILLED WITH
JANICE S. JONES
AND HUSBAND.
JAY LYNN JONES
PERMIT
DRAWING
SHEET
15 OF 20
D,ENOTES TEMPORARY
F LL IN WETLAND
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
DENOTES IMPACTS IN
SURFACE WATE R
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
P
IELR PENT
F Lj� WETLANDS
/ __v_ _�_ -)(- \
-4(Y-
A
Y.
55
PROjECT REFERENCE NO.
SHEET NO.
R iRJO
20
jvw SHEET NO.
ROADWAY DESIGN
ENGINEER
HYFR—AULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS TGS ENGINEERS
E�GJNEFS 706 HILLSELCROUGH ST. SUITE 200
RALEIGH, NC 27603
iril PH [phone]
RED BENNY SLOAN. JR.
0
A,
IOIH 4PEC.I.
_=L B VE EftCtj
Slit CJTAIL 19�,
"S I RIP
C)
C)
d n
C\i C\j
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V)
LLJ
TPUE
c
PUE PUE PUE
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18,
PUE
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LQ
WOODS
v
DAVID 130O�NHWER
JOSEPH 14SLOAN AND E IFE
ONNA BO ENHWER
LOUIS SLOAN
GAAND klFE,
L P. LOAN
DETAIL 10 DETAIL 18 DETAIL 19
RIP RAP,AT,!MBANKMENT TOE PROTECTION VAR. WIDTH SPECIAL LATERAL BASE DITCH
N.t S.I.) (N— -1.)
!�15 G .... d
G­,d D
.0 Ft. Mi,D= 10 Ff. t. 0.0 Ft.
OR& L5' Nt I N.—I Fil
G,.d. b SEE SHEETS 2IB-1 THRU 2113-6
-1.5 Ff. 0 1 T C
d 1. [FOR INTETRSSECTION DETAI LS
b=6 G. .0.
Ty, ( UBB- 20 TONSCL I B = 0.0 Ff. to 8.0 Ff.
Ce_BI. �o tn, TM—fl.m.— CII
FROM -L- STA. 228 + 32 RT FROM -L- STA. 234+50 TO STA. 238+00 LT I SEE SHEET 36 FOR —L— PROFILE P, f Line,= Class 'I' Rip -Rap
SEE SHEET 42 FOR —Y17— PROFILE T'FlOM -1 STA. 23. 100 TO STA. 238 + 50 LT
DRIVE RADII ARE 10' UNLESS OTHERWISE NOTED

PROJECT REFERENCE NO. SHEET No.
0/
R-3830 20
PERMIT DRAWING
10 RW SHEET NO.
Is— 4 10 SHEET 16 OF 20 ROADWAY DESIGN HYDRAULIC
ENGINEER ENGINEERS
It �j F77 DENOTES TEMPORARY
401— F LL IN WETLAND
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
SCALE- CLEARING
hoB Ri V=40'j
ROBIC�Akjl) 1117A DENOTES IMPACTS IN
'k SURFACE WATER
4381/ DENOTES TEMPORARY
CP
0 IMPACTS IN SURFACE WATER
I DOCUMENT NOT CONSIDERED FINAL
PIDE ) \\ , / I � I \ ( ) \1 \, I I - I �, — __ ", UNLESS ALL SIGNATURES COMPLETED
10 � ( / \ \_ I/ \ TGS ENZ;INEERS
TGS 706 HILLSBOROUGH ST. SUITE 200
E�GJNEFS
_406 RALEIGH, NC 27603
_Y_
PH [phone]
CORP. LICENSE NO.: C-0275
P
IELR
Lj�NENT �ozv -
f F WETLANDS
_0
_427�
TBM-13A Y, 111 405
N
145 A55
I, ov
—f*CE
,A ND HUSBAND.1
CHARL E S H. AIGEL. 14. :� - ED BIENNY SLDW.,�
",E /,JAY LYNN 40-W-S--
0
III SUE A�GEL
�T
z
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SITE 513
vov
5b- il _1wL I
SITE 6,
—d 9APW11 H 41FE
#IP IN ANN 1._�LATERA
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5E V ir—AANtIN I
C6ASS T 2, SITE 5A FILL-IN-AVERANDS KIF II
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ERAL
EDDITC cj;
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SITE 4 oo,
146
RLES H.A GEL
41PIGEL
AND WIFE,
- - — — — — — — — SUEONGE
w
'\WO
PIPE ftr NAkLNEI,
SEE 1
_RET 10
,CLA _TRJ? I
V,
SCA
�\ qT48�
SCALE: E
rEG" NPRR
Vf = 40' EG
X:-
+ P
DETAIL 11
STANDARD BASE DITCH
D= 1. 11
mii, III "
"Wh­ 8 i� 6.0' 8- 2.0 1,.
T". f Lil,­ CI—WRIP-R.IP
FROM A- STA. 227 + 30 TO STA. 227 + 50 LT
Fill
d SI.P.
GEOTEVILE
D-
M... - 0 Ft.
d
-Whii. B iI , 6.01 B 20 Ft
Typ, fLi,,,- CI­'B'RiVR,P b 5�0 R.
FROM -I- �TA ??R�?l TO qTA ?.10�00 IT
8,
DETAIL 9
TOE PRUTECTION
IN— —I
A­
d=I
b=6*0 11,
Typ. f Um_ Cl,,,'B'Rip-Rp
FROM -L_ STA. 225 + 50 TO STA. 226 + 00 FIT
BROA91NAY
RD 24 BST
Lid
V) Lj
—4,,, —422 421-
­�' AfEMP/ E
LL]
C
U) E
PIJE PUE
WOODS ) I
ob E
OLE P'(JE
I
E
FIUEz
PU
/A
'A "I
r
LE:
'G/
40'
JANICE SIJONES 153 15
AND HUIBAND,
JAY'LY)41t'JONES JOSEPH IiII.SLoAN \ I, DAVID BODkINHAIIIII LOUIS V tLOA�
Y_B. NORRIS FIE AID E'
'L P.�F
ID ENHAV� Lo
__-6GA A
DETAIL 16
PIPE OUTLET CH�NNEL
(N.. si:.I.)
c'A"'L ..
I—iI Le,gth= 38.0 Ff.
d � 4.5 Fi.
'CLASS T RIP -RAP IS TO BE BACKFILLED WITH
NATIVE MATERIAL TO REMOVE VOIDS.
DETAIL 10 DETAIL 18 DETAIL 19
RIP RAP,AT,!MBANKMENT TOE PROTECTION VAR. WIDTH SPECIAL LATERAL BASE DITCH
N.t S.I.)
OR& N-1 Fill
G .... d D sl­
_d EE SHEE 21
SEE SHEETS 213-1 THRU 213-6
S
d=1. OR INTERSECTION --I- B
.0 0 1 T C
G,­d
G,.d. b
.E.TEXTILE
b=6' II FFR N ETRSE DETAILS Min. D 1.0 Ff. t. 0.0 Ft.
Ty, (U—= 20 TONS, Lil RiIF­ftp T. I B = 0.0 Ff. to 8.0 Ff.
38 fl.m­ CI­sTRi,­R.p
FROM -L-STA.228+32 RT FROM -L- STA. 234+50 TO STA. 238+00 LT SEE SHEET 36 FOR -L- PROFILE Typ, fLi,e,= Class'I'Rip-Rap
[SEE SHEET 42 FOR -Y17- PROFILE FROM -L STA.238+00 TO STA. 238 + 50 LT
DRIVE RADII ARE 10' UNLESS OTHERWISE NOTED

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0 lioll HE 0000000000000000 10,010,010, 10,010, 10,010,010, 10,010, 10,010,010, 101010 0 .0.0.0 0 0
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Mi 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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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
L 171 +00 RT
Prop. 42" RCP
< 0.01
< 0.01
< 0.01
71
1
L 171 +00 RT
Bank Stabilization
< 0.01
< 0.01
14
20
2A
L 190+25 LT
Prop. 54" RCP
< 0.01
18
2A
L 190+30 to 191+25 LT
Fill Mech. Clearing in Wetlands &
Temp. Stream Impact
0.01
0.01
< 0.01
33
2B
L 189+95 RT
Prop. 54" RCP
< 0.01
60
2B
L 189+50 to 189+75 RT
Bank Stabilization & Fill / Mech.
Clearing in Wetland
< 0.01
0.01
< 0.01
< 0.01
18
10
3A
L 205+45 LT
Prop. 48" RCP
< 0.01
16
3A
L 204+65 to 205+60 LT
Channel Realignment & Fill / Mech.
Clearing / Excavation in Wetland
< 0.01
< 0.01
0.04
< 0.01
< 0.01
20
15
3B
L 205+45 RT
Prop. 48" RCP
< 0.01
52
3B
L 204+80 to 205+75 RT
Bank Stabilization, Temp. Stream
Impact, & Mech. Clearing in Wetland
< 0.01
< 0.01
< 0.01
16
10
4
L 225+50 RT
Fill & Mech. Clearing in Wetland
0.02
0.01
5A
L 228+20 LT
Bank Stabilization & Mech. Clearing
in Wetland
< 0.01
< 0.01
< 0.01
24
18
5A
L 228+25 RT
Prop. 72" RCP
< 0.01
18
5A
L 228+25 RT
Rip -Rap in Stream at Pipe Outlet
< 0.01
< 0.01
38
14
5B
Y17 12+05 LT
Rip -Rap in Stream at Pipe Outlet
< 0.01
< 0.01
20
10
6
L 235+00 to 237+00 LT
Fill & Mech. Clearing in Wetland
< 0.01
0.04
TOTALS*: -F--0.04
< 0.01
j 0.14
1
j 0.02
0.01
j 385
130
1 0
*Rounded totals are sum of actual impacts
NOTES:
20160909