20230443 Ver 1_U5312_Permit Package Wetland_20230327_20230327

Highway North Carolina Department of Transportation
Stormwater
Highway Stormwater Program z
STORMWATER MANAGEMENT PLAN
(Version 3.00;Released August 2021) FOR NCDOT PROJECTS
WBS Element: 454461.1 TIP/Prof No: U-5312 County(ies): Wilkes Page 1 of 2
General Project Information
WBS Element: 454461.1 ITIP Number: U-5312 Project Type: Roadway Widening I Date: 7/14/2022
NCDOT Contact: Kevin Hining Contractor/Designer: Joshua G.Dalton,PE,CPESC
Address:Highway Division 11 Address:Sungate Design Group
801 Statesville Road 905 Janes Franklin Road
North Wilkesboro,NC 28659 Raleigh,NC 27606
Phone:[phone] Phone:[phone]
Email:[e-mail] Email:[e-mail]
City/Town: Wilkesboro County(ies): Wilkes
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 3.24 Surrounding Land Use: lAgriculture,moderate residential,commercial,forest
Proposed Project Existing Site
Project Built-Upon Area(ac.) 44.7 lac. 38.0 lac.
Typical Cross Section Description: US 421:Four paved lanes(total 48').10'shoulders on each side(13'with guardrail)with 4' US 421:Four paved lanes(total 48')with 4'paved shoulders on each side.Varying curb
paved shoulder.Grass median transitions to variable 30'-36'raised median or turn lane. and gutter,shoulder berm gutter and open shoulder sections with guardrail.Grass
Varying fill and cut slopes(see project XSC's for detailed information). median transitions to paved 12'turn lane.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 41900 1 Year:2040 I Existin 37000 1 Yearl 2020
General Project Narrative: The North Carolina Department of Transportation(NCDOT)has proposed to widen US 421 in Wilkesboro,NC.There are two proposed major structure extensions involved with the
(Description of Minimization of Water roadway improvements of US 421.The first extension is for an existing 78"CMP along UT to Yadkin River.In the project limits,UT to Yadkin River is a jurisdictional stream.The
Quality Impacts) second extension is for an existing 11'x11'Reinforced Concrete Box Culvert along Tucker Hole Creek.In the project limits,Tucker Hole Creek is a jursdicitonal stream.The culvert
will only require an extension on the downstream end.All extentions and updates and jurisdictional features have been designed to have as little environmental and surface water
impacts as possible.Channel improvements were made for both the 78"CMP extension and the 11'x11'RCBC extension.Excavation was kept to a minimum and proposed stream
channels were tied into the existing stream with as little impact as possible.Where excavation is necessary,coir fiber matting and dprap were utilized for bank stabilization in an
attempt to reduce sediment transport and streambank erosion.Grassed conveyences were used to reduce flow velocity,promote sedimentation,infiltration and runoff attenuation.
Velocities at wetland features are non-erosive and less than 2 fps.

Highway North Carolina Department of Transportation
Stormwater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN \ =
(Version 3.00;Released August 2021) FOR NCDOT PROJECTS
WBS Element: 454461.1 TIP/Prof No.: U-5312 County(ies): Wilkes Page 2 of 2
General Project Information
Waterbody Information
Surface Water Body 1 : UT to Yadkin River NCDWR Stream Index No.: 12-34
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV WS-IV
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? INo Deck Drains Discharge Over Buffer? I N/A Dissipator Pads Provided in Buffer? INo
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
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body(2): 1 Millers Creek NCDWR Stream Index No.: 12-36
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV(WS-IV)
Supplemental Classification:
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? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/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
(If yes,provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body 3: 1 Tucker Hole Creek NCDWR Stream Index No.: 12-37-1
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV WS-IV
Supplemental Classification: Trout Waters Tr
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? Yes Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/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
(If yes,provide justification in the General Project Narrative) General Project Narrative)

See Sheet 9 A For Index of Sheets STATE OF NORTH C A R O L I N A PERMIT D RAW I N G STATE STATB PROJBCT REPBRRNC6 NO. 8�T
See Sheet 1-b For Conventional Symbology
m U-5312
SHEET 1 OF 23
.+�••[� ������®� ®� �������� TB PROJ.N0. .A.PROJ.NO. DPECR�I'ION
DATE: 3/27/2023 45446.1.1 NHS-0421072 PE
45446.2.1 NHS-0421(072) RNA/
` 45446.2.U1 NHS-0421072 UTILITY
16 0
WILKES CO LINTY
B LOCATION: US 421 FROM NC 16 TO US 421 BUSINESS IN WILKESBORO
P OJE T
421
16
• • 42 1,6 26 TYPE OF WORK: GRADING,DRAINAGE,PAVING, STRUCTURES, I
2 6 SIGNING, SIGNALS, AND ITS
268 16
V " 8 me e.
P
IL ESB RO
EN 42 P o
PRO CT OD o
00 N
KERR SCOTT LAKE
Q N
Z Z
VICINITY MAP
WETLAND AND SURFACE WATER IMPACTS PERMIT
90% PLANS
�+ SITE 4
BEGIN TIP PROJECT U-5312 SITE 3 SITE 5A SITE 6
—L— STATION 50+50.00 0R0
DANcr ROAD "o C)s
CHURCH aoao SR 1323 CURTIS BRIDGE ROAD
NC 16 zloN niU.SR1321 (-.6-I SR 1372
SITE 2 WINKL(- MILL RD.
-- (-YS-1 I_Y7-)
SR 1320 1
(-Y9-) 11 12 ADDISON 13
\ NGCEReFINcoRe 1 7 O'�
L t $ f] 10 AVENUE —
V M—S CREEK 7 _ I� _-TO BOONE _ - _ s BUSINESS
US 421 -_ �._- _.-___----_ -`- _- �-_. � -- I�- 411YBp 1 N
� U
6
SR 1226
WESTGATE DRIVE ,
�O
BR„ 2 SITE 7
SR 1143 (-Y4-
8
BROWNS FORD ROAD ��
SITE 2A SITE 5 sTo�
SITE 1 [SITE 3A END TIP PROJECT U-5312 �
—L— STATION 188+63.29 +Po���°�
SITE 6A
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WILKESBORO DOCUIEENTNOTCONSIDEEED FINAL
UNLESS ALL SIGNATURES COMPLETED
V Prepared for the North Carolina Department of Transportation IIYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH in the office of.
Venture I SUNGATE DESIGN GROUP,P.A.
o' ADT 2020 = 37,000 ° 940 Main Campus Drive,Suite 500
50 25 0 50 100 Raleigh,Nc z7eoe p+n{//lY Hoar
_ _ NC License No.C-3705 �Y6 TT, ,V.= °a�,5. ®� 4b
ADT 2040 = 41,900 LENGTH ROADWAY TIP PROJECT U-5312 - 2.616 MILES
K = 8 % 20I2 STANDARD SPECIFICATIONS
a PLANS TOTAL LENGTH TIP PROJECT U-5312 = 2.61E MILES JIMMY GOODNIGHT, PE
D = 55 % RIGHT OF WAY DATE. PROJECT ENGINEER P.E.
+ _ FEBRUARY 26,2018 SIGNATURE, G
3 50 25 0 50 100 T _ 5 % JERRY JAVELLANA, PE ROADWAY DESIGN �l
E V - 50 MPH
LETTING DATE. PROJECT DESIGN ENGINEER
PROFILE HORIZONTAL o o JUNE 20,2023 ENGINEER
( ) TTST /o-2 D UAL 3/o ? �®
o TT O 10 5 0 10 20 FUNC CLASS = ARTERIAL ®� xap�a�
\NID r , NCDOT CONTACT. RAMIE SHAW, PE
NMp v PROFILE (VERTICAL) STATEWIDE TIER Division Planning Engineer P•E•
\LfIL SIGNATURE,
M=• ,

\ Ac\ 312
� + \ I 50` 25` 0 59%'DDr PROJECT EENCE NO. SHEET C.
PW SHEET NO.
\�'O CONC ROADWAY DESIGN HYDRAULICS
\ ,3 ALE: 1 u=100' ENGINEER ENGINEER
�J­ \� `�a d \ TIMOTHY EUGENE & SALLY G.FAW
KENDALL GENENE FAW
p
OB RE AREA \ m \� c so GRADY JAICHOLS / N
\ DEWEY W.ROYAL - - - - i\ems o, 9yQ cot ELENA B.NICHOLS N
F \ \ c Z
\ \ 000
C? / / Q DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED\� CLAY A.BLACKBURN Z
\ \ \\ ALENE S.BLACKBURN
\ � � PERMIT DRAWING
WILKES DODGE SALES,INC SHEET 2 OF 23
\ \ � asr DATE: 3/27/2023
GRADY J.NICHOLS
ELENA B.NICHOLS i
ISBLKBUS
a\\ REMOVE\Dy
SPECIAL CUT � \ PLEASANT VALLEY
2'BASE DITCH \ >f! \ `� LCONc I __ I I BAPTIST CHURCH
v/CL B RIPRAP �1` \ \'� exsrWc l S
EST.77 TONS CL B RIPRAP
EST.352 SY GEOTEXTILE REMOVE EXISTING \\ REMOVE JB DI G�` E \r\ \ \ l I BSr PA
SEE DETAIL 5 66'CONCRETE &18"CMP �E Sa Q� \\ \ \\\\ I I ISBKD w I 55T
BLOCK WALL Q cy To \\\S �� �6 pL I O I r I
TIDE \ io•g RETAIN DI
t'S
Lg CMe A LATERAL 3' \ \r� m� I I RETAIN DI DI
fG 0 BASE DITCH �\ \\ �� ,557 N 195T�- , SRC
TUf GR Q�NE SEE DETAIL 28 Nc Few-` \\ro m¢ 6"PVc ��- 5 --- DI 15'RCS
�C REMOVE DI �- mac- u.l SHOULDER BERM GUTTER _ T __� ,g Q 6• C - - -__--- =�_,'
&24"CMP I- Dt FROM STA.62+00 L-li SPECI "� B
T(/E �cMP TQ$TA 64+3@ C LT 3'BASEA DITCH f EST ST 8 SOY GF .� ��� - O\ y __ �E 2, ,yY
� Q� CL I RIP RAP SEE DETAIL 8 a�„ \ \ I� w
EST 3 T _fig \ _ �=_- 6", sc-� w
Ld / GR \\ 24 NO EST 7 SY 3F T� v�,JB \\ �5r //iT �-(� ----�' IO'STL - TS N
A JB v✓S H REMOVE 22 LF F oT,
C 1 SPEC.DETA L - ss 30"RCP I S 2GI Iw 24"HDPE _ 18"RCP-III
78"RCP-III 2GI-A T
LW � -� _, F J � p 15"CSP vdROD AND � -NE _ - ss 4"°' ss f e-2JCC ass FC N
pKc LUG AND SLEEVE GASKET
to MTL _ �_--_
IS'CM O �5 MO I5'CMP _ _ S_F-0------- -- --- -tt-O -_ \ —_ -----_ CD
O-T Fo -- -i D----- - I -dB�r�MI•� -_
C --- - -- -------- ----- ------ ---------- �� --- ---- ----- -
_ _
m __ 15"RCP-IV US 421 73.01BSTRE OVE DI
Lf)
_ ___ �S�CP11L
Q CON ISL �+oa_ _—_--_— D --------6------_ " DI 7*8�---- ——— -
__ A XISTING 78"rCMrP ----- _—_ __ __ F---- + PERN �4/E�E/► REMOVE DI U RETAIN DI Q
Q --1fEM DI n R IIUF --F Ei'FF�H }�F3Ll"g2- ----- ---- ^---E' Ln
wiNlr
w--® -- - - - G----------- ------- _ r- —�T—_
MTL 36" &G 5
_ -R r- -REMOVE 65r �J L J s m FOR E L/"�RG E/V4L� 2GI D 2GI e� a ---- BSTss \� B'DI---
EMOVE D DI a"DI AN CSP EVE G AND LUG p\ 1 P DI T RETAIN 1 IB"RCP --- I ��N LD
LL 2G1 15 RCP-III I F AND SLEEVE GASKET SITE 1 SHOULDER BE GUTTER II - / \ ElfAIRL
v✓ELBOWS o FROM STA.61+00-L-RT 15"CSP w'ROD
AND LUG
J ° C BST C 2G C tp — — TO STA.67+00-L-RT AND SLEEVE GASKET F 9 1 ( RE,
V P5 HOWARD CHURCH,JR. JB v95LAB I LB�WSJ "qp°'
1 �A Tf Q
/ R EC.DETAIL r OZ N UTI 30" CP ISBKD I ISBKBUS '
\ �( A 'o / W ISBKBUS i CON
S 1 2g\ ro ENDWALL� -CIL B RI R \ O
I 7DE I3 GR X _
sMTL Bus —TDE GIi� EST 21 Y o �Jrl /
TDE ��TLC
S WILL M BRYANTTOE PROTECTION LATERAL 3'BASE DITCH CHURCHEST.23 TONS CL B RIPRAP ? PROPERTIES
EST.102 SY GEOTEXTILE PD OUTL�T PROTECTION vdCL B RIPRAP
SEE DETAIL 1 EST.171 TONS CL B RIPRAP RICHARD MORETZ ROBERT YOUNG
TS &OAT
IMPROVEMENTS EST.733 SY GEOTEXTILE
LATERAL'V'DITCH EST.�ll TO
CL II RIPRAP SEE DETAIL 7
"eCL I RIPRAP << EST. SY GEOTEXTILE
EST.33 TONS CL I RIPRAP E TAIL 18 WILLIAM BRYANT —�
E5T.63 SY GEOTEXTILE FINL Y DETAIL 24 CHURCH
SEE DETAIL 24 STREAM SB LATERAL'V' DITCH
(Nof ro$cola)
DETAIL 1 DETAIL 5 DETAIL 18
TOE PROTEC ION SPECIAL CUT BASE DITCH PIPE OUTLET CHANNEL N°NrB1
(Naffs Scale) IN-Smlel (Net fo$wlel Ground d ?'I D 1' 1')FI. slope
F°pa N.-I °` Fr °a °!�— G°°ro b DETAIL 23
e o.d 1.>�K�sK° Gr nd a:7 D P°Y`os sI°re 'A'4„,'° ,.'.. « d Min.D=1.5 Ff
b D;kh Max.d=1.5 Ft. FALSE SUMP
ss (Not}o Scale(
d Type of Line,- CL I RIPRAP b=5 Ft.
d=1.5 Ff. Geok:r;le B Median Ditch
CHANNEL BED I 1
b=2 H. Geofe#ile Min.D=1.5 F. Length=30 Ft, rvedooiel FROM STA.62+00-L-TO STA.62+40-L-IT
Type of Liner= CL B RIPRAP Max.FL Est- 34 Tons of Class II RIPRAP DETAIL 25 d=1.5 Ft. d=2 Ft.
FROM STA.61+00-LSBL-TO $TA.61+50-LSBL-RT Type of Liner= CL B RIPRAP B=2 (see Chan Below) 20' GI
LATERAL BASE DITCH f.5- etc.
FROM STA.58+50-LNBL-TO STA.60+00-LNBL-LT FROM STA.62+27-L-TO STA.62+64-L-RT (Npvp S
ole)
b S=Ditch Slope 4 Proposed Ditch
DETAIL 7 DETAIL 8 "°ro a a, F. Ditch Grade L Ditch Grade L
LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH d
p0.0% To 2.0% 20' Over 4.0% To 6.0% 40'
(Novo Smle) I Nor to seplel Over 2.0% To 4.U% 30' Over 6.0% 50'
l'�b GEOTEXTILE B Mi -2.0 Ft. STA.59+38-LNBL-MED
NaNml �- .d-1.5 FI.
Natural F;II -
Zs Ground ?, D M1.� 1^dt. Slob Ground 1:, p ; e< g,o� •When6s< e.o' b_5�. DETAIL26 No DENOTES IMPACTS IN
-O Min.D=1.5 H. Type of Liner= CL B RI P FALSE SUMP
m LBJ Bo3D,1.5Ft / FROM STA.6 50-L-TO STA.67+00-L-RT INmfesroie) o� SURFACE WATER
B=3 H.
b=5 Ft. /
itch
o- FROM STA.62+50-L-TO STA.67+00-L-RT FROM STA.65+50-L-TO STA.67+00-L-LT % DETAIL 28 �t F 20;(
LATERAL BASE DITCH �� DENOTES TEMPORARY
3 / No1o5ca1e' �' IMPACTS IN SURFACE WATER
/ bb--{I :Outside
S- e c.
a — Gr a ?;y D V. 1^,H. Fat S=Ditch Slope ¢ Proposed Ditch
siePe STA.69+09 A LT
N� Min.D=2 Ft.
o= STA.71+38-L-LT
B=3 Ft.
N DI/ b=5 It.
\N
\If1ILD
M�

PROJECT REFERENCE NO. SHEET C.
50' 25' 0 59% 10,0' U-5312 7
RM/ SHEET NO.
ALE: 1"—1 OO' ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
TIMOTHY EUGENE & SALLY G.FAW
KENDALL GENENE FAW
\\
\
DEWEY W.ROYAL \ / - ' .NIN
C
\ \m \ co N
o \ B.' \ � z
/tee mac \�\ CO
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CLAY A.BLACKBURN Z
/ I \ ALENE S.BLACKBURN
PERMIT DRAWIN3
WILKES DODGE SALES,INC SHEET 3 OF 24
BST T GRADY J.NICHOLS \ \ 0 i ` \\� ATE: r 3�22�23
ELENA B.NICHOLS \\
IS
I/ REM �Dy —�Y\ £9i\`\ RK T —_II91 --\ rrs ASANT VALLEY 119
SPECIAL CUT 6y sq Q\ \\`
2'BASE DITCH \� ' \ \ \===? \ L�ONC ro �-� __ 2 BAPTISTCHCMdCIf—
v/CL B RIPRAP I
EST.77 TONS CL B RIPRAP / 0.� \ I l �' \ 1189
EST.352 SY GEOTEXTILE REMOVE EXI I REMOVE JB/ \a C�� \\ \ \I ISBKo ` A87 l— I1B5 yv5 / bb'CO II &18;-CMP @ DI Q e \ / \ /3°� I I V I l \\ s _es — � —
v
1 I I I LIIII9II //I I /I I/1/ I!/ BLOC WA
IIIIIIIIIIIIIII I���I / ) I I / / � II � / g Gee eAOAq�TDE
I I I I I r I 4 II �0. g/ BASE DITCH —
/ DETAIL 2� _'
I// J EMOVE DI
/ u.l SHOULD R BERM GUTTER
&24" P ' ¢ � 69rr TA.62+00-�-kT SPECI �_ 8 TON _ �� 5 OD
T(Z / ^ TQ STA.64+5@--C-LT / 3'BASE ITCH I o _ ` T c, B = —
� I / — / P 9 �CL I RIP RAP SEE DETAIL
� T �-G�
�.{q7
C, H /� RE N
VE 22 LF \ --ll� _` �l
N $' 24"
w HDPE
J
LLd 0 15"CSP vdROD A ` — 691Is— ass =J' n�l may, In
_ _� LDG AND SL GASKET _
+ 15" CP-IV US 42 73.0'BSTRE OVE DI
00 -- —
Lf)
171--� ----- --- O
� VJ rV
XISTING 78 CMP -+ `., —�h9— REMOVE DI DI U R N DI H
L—
N 1168 B ss 8TI_—// J
—
1
Z I _ SITE
N � r 1 a F _
= L_ �asr =u4�= —� I ca U
HOWARD CHURCH,JR. 4 1^�—� =rr4� uaa I QT .Q
/�� ISBKBUS CON:_
cR
ISMTL eus
TOE PCRLOBTE�CITPIOp1 C 9
ES E5T3T.lO SY GEOTFXTILE J / pD LATE ALRIP�DI-TCH HURCH TLC PROPERTIES
SEE DETAIL 1 OUTLifT PROTECTION RICHARD MORETZ ROBERT YOUNG
& CF}1NNEL IMPROVEMENT$ EST.171 TONS CL B RIPRAP
TS EST.������ TONS CL II RIPRAP EST.733 SY GEOTEXTILE
LATERAL'V'DITCH $ SEE DETAIL 7
EST. SY GEOTEXTILE
v✓CL I RIPRAP
EST.33 TONS CL I RIPRAP G E NAIL 18 WILLIAM BRYANT —�
EST.63 SY GEOTEXTILE FINL Y DETAIL 24 CHURCH
SEE DETAIL 24 STREAM SB LATERAL'V' DITCH
IN—ro scolel
DETAIL 1 DETAIL 5 DETAIL 18
TOE PROTEC ION SPECIAL CUT BASE DITCH PIPE OUTLET CHANNEL N.. I
IN— Scale) IN—Swlel (N..Swle) Ground d ?'I D 1' 1')FI. slope
F°�a N.—I °` Fraar --ftA GaoroRrila DETAIL 23
e o.d 1.>��Ks�° Gr°°nd a:7 D P°a`os sl°re 'A' '° ,.'.. « d Min.D=1.5 F,
b D;kh Mox.d=1.5 Fr. FALSE SUMP
ss (Not}o Scale(
d TyPe of Line,- CL I RIPRAP b=5 Ft.
d=1.5 Ff. Geok:r;le B Median Ditch
CHANNEL BED I 1
b=2 H. Geore#ile Min.D=1.5 F. Length=30 Ft, rvpdonipl FROM STA.62+00-L-TO STA.62+40-L-IT q" 2'
Type of Liner= CL B RIPRAP Max.d=1.5 Ft. d=2 Ft.
B=2 FL Est.= 34 Tons of Class II RIPRAP DETAIL 25
FROM STA.61+00-LSBL-TO STA.61+50-LSBL-RT Type of Liner= CL B RIPRAP LATERAL BASE DITCH (see Chan Below) 20" zDitch
f.5— e
FROM STA.58+50-LNBL-TO STA.60+00-LNBL-LT FROM STA.62+27-L-TO STA.62+64-L-RT INpvp xal°I
b S=Ditch Slope 4 Proposed
DETAIL 7 DETAIL 8 a„ Ditch Grade L Ditch Grade L
LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH d
p 1"F' loP. 0.0% To 2.0% 20' Over 4.0% To 6.0% 40'
(Novo smle) INor ro s�pld Over 2.0% To 4.0% 30' ver O 6.0% 50'
b GEOTE—E B M; -2.0 Ft. STA.59+38-LNBIr MED
NaNml �— .d-1.5 FI.
Ol Ground z. Natural �11F;II
D q, 1". FBI Grapnel 7. slope 'when a;.< e.o- a=3 Ft DETAIL 26
s'Ope Type of Liner= CLB RI P b=5 H. FALSE SUMP a DENOTES IMPACTS IN
IeI MIn.D=,.S H. LBJ / �' SURFACE WATER
r B Min.D=1.5 FL (Ner to scale)
B=3 H. FROM STA.6 50-L-TO STA.67+00-L-RT o�
i 6=5 Fr. B=3 FL /
fth
o- FROM STA.62+50-L-TO STA.67+00-L-RT FROM STA.65+50-L-TO STA.67+00-L-LT % DETAIL 28 �;a'd�to F --{2'0-�
LATERAL BASE DITCH DENOTES TEMPORARY
3 / "°"°B`°' -' IMPACTS IN SURFACE WATER
/ bb--{I .�-S— e c.
a Gr a $y D q> 1^,H. PHI S=Ditch Slope ¢ Proposed Ditch
slope STA.69+09 A LT
N� Min.D=2 Ft.
o= STA.71+38-L-LT
B=3 Ft.
N DI/ b=5 R.
\N
\If1
M�

PROJECT REFERENCE NO. SHEET NO.
Q`
I 6.25'3.13' 0 6.25' 12.5' I U-5312
I RhS SHEET NO.
SCALE: 1"=I2.5' ROADWAY DESIGN HYDRAULICS
roo C7
ENGINEER ENGINEER
I I INC®IvI1a]LE E Il�]L.�NS
DO NOT VSR FOR BW ACQUISITION
I �
B LAB z
J w/S
I I DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SPEC . DETAIL PERMIT DRAWING
OSHEET 4 OF 23
00 DATE: 3/27/2023
\ � O
\ IMPACTS IN ENDWALL
SURFACE WATER i
— — —
F\ now
SITE 1 w
� R
o ------------- TDE --------------
PDE PDEe P
TEMP IMPACTS IN
SURFACE WATER
STREAM SB n
DENOTES IMPACTS IN �J '
> SURFACE WATER
s DENOTES TEMPORARY /
IMPACTS IN SURFACE WATER
E /
M-p
0=
\N
NM
Mom'

PROJECT REFERENCE NO. SHEET NO.
0
U-5312
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
IINCOMPL1E FE PLANS
W NOT USE FOR ®W ACOMSTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 5 OF 23
DATE: 3/27/2023
L STATION 62+2 -L
SKEW 84 DE RE S
011SKEWED
P
P SED /
JB W LAB
PROP 4"
R VOVE E'MISTING
R M VE 1EXISTINO
' C N RE E B OCK
V ALL
' PROPOSED
PR P 5 -Y W EL ,14 .9
E D LL
11,10
\ 8 p L I — XIS IN TOP OF BANK
ws
1,138. E IST INV IN- — — — _
1.54
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SHEET 8 OF 23 DATE: 3/27/2023
FOR ENLARGEMENT
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SITE 2A
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ei SHEET 8 OF 23 DATE: 3/27/2023
FOR ELjL.ARGEMENT
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SITE 2A DB 713 PG 283
I - - - - - - - - - - - - - - - - - STREAM SC - - - - - - - - - -I
PARCEL 15A
B MYERS INVESTMENTS LLC
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y PROJECT REFERENCE NO. SHEET NO.
I U-53/2
m 25' 12.5' 0 25' 50' RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
SCALE: 1"=50'
INCOMP LE FE FLANS
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PROJECT REFERENCE NO. SHEET NO.
50' 25' 0 50' 100' U-5312 /0
RW SHEET NO.
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ENGINEER ENGINEER
JIM A.PREVETTE N
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EST.57 TONS B RIPRAP I
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SE DETAIL 1 EST.52 TONS CL B RIPRAQ
I S y l A ty EST.228 SY GEOTEXTILE I
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LOWE'S HOME CENTERS.INC SEE PERMIT DRAWING
SHEET 12 OF 23
FOR ENLARGEMENT
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10'RADII UNLESS OTHERWISE NOTED.
DETAIL 1 DETAIL 10 DETAIL 13 DETAIL 17
TOE PROTECTION BERM 'V'DITCH BANK STABILIZATION AT PIPE OUILET CHANNEL CONCRETE DITCH
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PROJECT REFERENCE NO. SHEET NO.
50' 25' 0 50' 100' U-5512 /0
PW`� \ /I 9 SCALE: 1"=100' ROADWAY DESIGN EET NO.
HYDRAULICS
ENGINEER ENGINEER
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SHEET 12 OF 23
FOR ENLARGEMENT
ALL DRIVEWAY TURNOUTS ARE 20'WIDE WITH
10'RADII UNLESS OTHERWISE NOTED.
DETAIL 1 DETAIL 10 DETAIL 13 DETAIL 17
TOE PROTECTION BERM 'V'DITCH BANK STABILIZATION AT PIPE OUTLET CHANNEL CONCRETE DITCH
C BEHIND RETA°INI°NG WALL s
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PROJECT REFERENCE NO. SHEET C.
CMH HOMES INC -53,2
0 9 L DENOTES IMPACTS IN I RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
SURFACE WATER 12.5'b.2J' 0 12.5' 25' ENGINEER ENGINEER
DENOTES TEMPORARY SCALE: 1"=25' irrc® �� E �� errs
DO NOT U9E POR /W ACOUL9ITION
M
IMPACTS IN SURFACE WATER °°
SITE 3
Z
DOCUMENT NOT CONSIDERED FINAL
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PERMIT DRAWING
- - - - SHEET 11 OF 23
TEMP IMPACTS IN DATE: 3/27/2023
STREAM SE SURFACE WATER
OBSCUB E
IMPACTS IN
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- - L- PROJECT REFERENCE NO. SHEET NO.
Tltcp [vu CL STA 110 +12 L- RT a-53 2
RM/ SHEET NO.
- - - - - - - - ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
�
OM DO NOT USE POR /W ACpULSITION
12.5'6.25' 0 12.5' 25' Q
SCALE: 1"=25' Z�(
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 12 OF 23
\ 2G1
DATE: 3/27/2023
Q
JB W/SLAB LID
DENOTES IMPACTS IN
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IMPACTS IN
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TEMP IMPACTS IN
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SITE 3A
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PROJECT REFERENCE NO. SHEET NO.
0
U-5312
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
IINCOMPL1E FE PLANS
W NOT USE FOR ®W ACOMSTION
CL 1 5 - -
" DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 13 OF 23
DATE: 3/27/2023
1140
B SLAB LID
/ TOP=11 01.8
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1100
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U-53/2 5
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DESIGN HYDRAULICS
O
ENGINEER ENGINEER
O
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 62+32 to 62+63-L-RT ROADWAY FILL < 0.01 14
62+36 to 62+57-L-RT OUTLET CHANNEL < 0.01 < 0.01 35 10
2 94+04 to 94+20-L-LT BANK STABILIZATION 15
2A 96+54 to 96+96-L-RT BANK STABILIZATION 25
3 110+31 to 110+37-L-LT PIPE EXTENSION < 0.01 < 0.01 27 12
3A 110+05 to 110+24-L-RT 54" PIPE 0.01 < 0.01 54 10
110+12 to 110+23-L-RT BANK STABILIZATION 10
4 171+51 to 171+66-L-LT ROADWAY FILL < 0.01 73
5A 171+12 to 170+34-L-LT BANK STABILIZATION 18
5 180+14 to 181+37-L-RT 2@11'x11' RCBC 0.03 50
180+46 to 181+62-L-RT OUTLET CHANNEL 0.02 < 0.01 57 16
181+42 to 181+62-L-RT BANK STABILIZATION 22
6 181+61 to 181+67-L-LT CONCRETE CHANNEL < 0.01 61
6A 182+07 to 182+27-L-RT ROADWAY FILL 0.02 79
7 177+84 to 180+27-L-RT ROADWAY FILL < 0.01 0.05
TOTALS*: < 0.01 0.05 0.10 0.02 479 109 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
03-27-2023
WILKES COUNTY
U-5312
45446.1.1
Revised 2018 Feb ISHEET 23 OF 23