20210722 Ver 1_P-5726_Permit Drawing_20210519_20210524

Highway North Carolina Department of Transportation , �
Stormwater Ir
Highway Stormwater Program \;
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47604.1.1 TIP No.: P-5726 County(ies): Rowan Page 1 of 1
General Project Information
WBS Element: 47604.1.1 TIP Number: P-5726 Project Type: Non-Road Facility Date: 4/30/2021
NCDOT Contact: Brad Smythe, PE Contractor/Designer: Brian Elam, PE
Address: Rail Division - Design & Construction Branch Address: Sungate Design Group, PA
862 Capital Blvd 905 Jones Franklin Rd
Raleigh, NC 27603 Raleigh, NC 27606
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: [e-mail]
City/Town: Salisbury County(ies): Rowan
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? No
Project Description
Project Length (lin. miles or feet): 0.14 I Surrounding Land Use: Train Station, Commercial, Industrial, Urban
Proposed Project Existing Site
Project Built-Upon Area (ac.) 0.3 ac. 0.1 ac.
Typical Cross Section Description: N/A N/A
Annual Avg Daily Traffic (veh/hr/day): Design/Future: N/A Year: N/A Existing: N/A Year: N/A
General Project Narrative: P-5726 is an improvement project to add a pedestrian underpass and second platform at the Historic Salisbury Train Station in Rowan County. The project involves extending
(Description of Minimization of Water an existing 3.75'x3.25' stone box culvert and consolidating existing drainge systems to tie and discharge to a common outfall. The outfall, a Tributary to Town Creek, is a
Quality Impacts) jurisdictional stream classified as Class 'C'waters by NCDEQ. Measures have been implemented to reduce impacts to the stream, including use of 2:1 fill slopes and
maintaining existing drainage patterns. Further, bank stabilization will be used along the remaining section of stream, to restore and preserve the integrity of its banks.
Waterbody Information
Surface Water Body(1): Town Creek NCDWR Stream Index No.: 12-115-3
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments:
Aquatic T&E Species? 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? N/A (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)

A�, See Sheet 1 A For Index of Sheets STATE NORTH
O`ID T H C A `� O L 1D N A STATE STATE PROJECT REFERENCE NO. SHEET TOTAL
OF /� 1p 1 L� d�11d 1L del N.C. P-5726 i
P-j- " W.,4
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+1 47604.1.1 NA P.E.
_,1�14 �� ���W0 , 47604.2.1 NA ROW+UTILITY
--o it 4— �N 'j. ,,.v4 �. "' 47604.3.1 NA CONSTRUCTION
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,���,i� 9•••� LOCATION: SALISBURY TRAIN STATION SECOND PLATFORM PERMIT DRAWING
�I�;j j �• t. V\ m..l AND PEDESTRIAN UNDERPASS SHEET 1 OF 5
'1 .,�,'V33W' ��07
��� �� DATE. 05-19-2021
L ' ��Ar 1 " 41 '�/ �� TYPE OF WORK: GRADING,DRAINAGE, STRUCTURE,
�1 v RETAINING WALL,ARCHITECTURE
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VNOTES:
(A 1.CLEARING ON THIS PROJECT SHALL BE PREPARED TO THE LIMITS ESTABLISHED BY METHOD II. DOCUMENT NOT CONSIDERED FINAL
FA 2.THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF SALISBURY. UNLESS ALL SIGNATURES COMPLETED
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50 0 50 100 TOTAL LENGTH TIP PROJECT P-5726 = 0.1E MILES RIGHT OF WAY DATE: SiJla�i[d°ll°°l AL: R IaR40
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l 1 �� DATE:lE: MARCH 31,2021 ��
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GAS COMPANY Pledmon u a s om ny Inc.,4',STEEL q0 �C
LATERAL S SE DITCH Natural Bed Naro Scale) FITY'K�rAD \ A 0°9'5'(RT) 8� C�
N Iro Boole)
EST.1 D = 0°14'57"
1 FIe NI O M F I E
b N tam ral EST.120 TONS �-V/O
Nmusal Goan ry.V Ground SEE DETAIL 2
Ground ?.J T .I,. 1% Fill IB Natural 5'.k.s Fill Slope // L = 60,74
�" slope Ground 7, D odu From sidewalk N////
e Min.D-1.0 Ft. c.omniba
l«»! B=5.0 Ft. IBonks Only) CHANNEL BED X �<
b=5-12 R. Lena.= 43 FI. IvarmbleI DIJ DI
Type of Liner= CL IRip-Aap-Keyed-In(Banks Only) Min.D=1.0 R.
FROM STA.8832+00 TO STA.8832+90-RR-LT FROM STA.8831+49 TO STA.8831+92-RR-LT FROM STA.8834+35 TO STA.8835+35-RR-LT
770' I 770'
-EX NS MAIN 1-
765' 765'
760' 760'
END PROPOSED PLATFORM
STA 81835+3 I.67 1
755' PROF OSED PLATFORM 755'
SEE STRUCTURAL
SHEETS SI-1 THRU SI-17
FOR DETAILS APPF OX.E.KERR
APPROX.E.COUNCIL STREET OP
1 STREET EOP1 -
750' 0.04% AFPROX.GRADE TRHO GH PLATFORM 750'
�/yQ p/7�M
A E 7 34+i5 -RR T
Q--, ELEV=744.40
�x/` BEGIN F ROPOSED PLATFORM
745' EXIST,T/R STA 8829+34.67 745'
NS,MAIN
TRACK I EG DITCH
PI STA 81435+3 -RR-LT
E =74680--
740' 740'
735' 735'
PROP SED PEDESTRIAN TUNNEL--- ., --f+J 0.5556%--
BM #1 EIEV = 753.87, END DITCH
BENCHTIE NAIL SET IN 20"OAK PI SI A 88J2+00 -RA- L/
z 730' EX NS MAN 1 STA 8836+88.30 120.54'R7 ELEV=734D 730'
.�
DITCHBEG
w�Ea PI STA 8832+90-RR-LT
*... E[£V-73350
yt�yt EX ST.STONE
n:n MA ONRY,BOX
�F I
HdOa 725' CULV 'T 3.75 x 725'
vxnz
rTn� .25
vw Ld
MMCO
MMM
"'"'M 8839+00 8838+00 8837+00 8836+00 8835+00 8834+00 8833+00 8832+00 8831+00 8830+00 8829+00 8828+00 8827+00 8826+00 8825+00
wddw
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Cr A CROUCH ENGINEERING NC PC PROJECT REFERENCE NO. SHEET NO.
NC Licensa No.C-4639
N slls Mdrydnd war3 to 225 P 5726
.,„,,,„ Brentwood.TN 37027
C.
coRAY SHEET NO.
\�\\� DENOTES IMPACTS IN 20' 10' 0 20' 40' ROADWAY ENGINERSIGN HYDRAULICS
SURFACE WATER I i I i n _—
SCALE: 1"=20'
INCOMPLETE PLANS
DO NOT USE FOR A/W ACQUISITION
/O,
DOCUMENT NOT CONSIDERED FINAL
IS'
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 4 OF 5
8833 + CO 8832 + 00 DATE: 05-19-2021
D
1 B Et'/GNAL _ _ _ _ O 0=
S A = 0 O I �.L J 41A
� � L \ � �D CU \ C
A J E tiDitti)1At DETA Oa rTLAT. 5' BASEDITCH
:I CJL2 n O O OSEE DETAIL 1 - , -
\.) _ . ' 4\
48" RCP—III \ O
/ 2 ,1 c
j6ORCP4U
OTCB O O --• o :.�o .D . Og.• tig •P—III ,.dik o- * ( ASS VO% D
i �`''So—
s -
o oo• ' ; roc
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gel'- •►00 • of n
Q
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i ► \
SITE 1 \
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SB � B � S CONC \ \
BS/
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—C

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 8831+54 to 8832+90-EX NS 1-RT Railroad Embankment < 0.01 132
r
Bank Stabilization < 0.01 43
TOTALS*: 0.01 175 0 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
RAIL DIVISION
5-19-21
ROWAN COUNTY
P-5726
47604.2.1
Revised 2018 Feb SHEET 5 OF 5