20210722 Ver 1_P-5627_Stormwater Management Plan_20210430_20210518

Highway North Carolina Department of Transportation
ter. ter.,
Highway Stormwater Program
moimi 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 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.
-- III Ill 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)

f 1 N r 11 1�}�7 A n.+. nnn rwrwa nvvv+u xa ®* ligt
See Sheet 1A For Index of Sheets STATE OF NO J'\TH CA I',OLJA�A N.C.- P-5726
�'S I'�AIL DIVISIO
��� � � iik* 47604.1.1 NA P.E.
47604.2.1 NA ROW+UTILITY
ERA 134 • Ir7 �P**# . 47604.3.1 NA CONSTRUCTION
... .,...,.,;, 0 - ROWAN COUNTY IN mom
alp
InN. i� ����y�nkt:Vi `•"`.r /t LOCATION: SALISBURY TRAIN STATION SECOND PLATFORM PERMIT DRAWING
PROJEs vl***♦,•44,,.\, ��
�I' ���w,>? �` �:q� AND PEDESTRIAN UNDERPASS SHEET 1 OF 4
fly •.♦�'i��i��Ip �-��
PPrtirlibp
, ts•AV i%Veifi k DATE: 04-30-2021
0E rIC TYPE OF WORK: GRADING,DRAINAGE,STRUCTURE,
Lr .) % ,� RETAINING WALL,ARCHITECTURE
V .� `� ., 1 (( WETLAND AND SURFACE WATER IMPACTS PERMIT ,oN%V
O /�qo
VICINITY MAP N.T.S.
�_ — -- j— —
f QEPSi SL ____ " ~ '- ---- — _ r i
TO CHARLOTTE,NC =' R w- -- .Y a—J �y � F TO LINWOOD�C
I./fin RI,; 1R2r ,11
;dy
1 RR SOUTH 'S 16 fl /I - — qSL ILI �:= gi A• ~- RR NORTH
' II ____
S
SOUTHERNNORFOLK
RAILRO / —— 9 17RK I—■1-7 °�p° I}
\ Li]L_ 1z11,
II -101 NS WO 1-
1 TRIBUTARY TO TOWN CREEK— I \ 12 x m-.
I 1 1
END SITE 1 BEGIN
PROJECT PROJECT
rn -EX NS MAIN I- STA -EX NS MAIN I- STA
M 8836+18,16 8827+65.58
O
N
U NOYES
UNLESS: 1 CLEARING ON THIS PROJECT SHALL BE PREPARED TO THE LIMITS ESTABLISHED BY METHOD II 2 THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF SALISBURY SIGNATURES COMPLETED
49
U GRAPHIC SCALES PROJECT LENGTH CROUCH ENGINEERING NC PC RAIL ENGINEER HYDRAULICS ENGINEER a<x.
�j� NC License No.C-4639 4 W
5115 oeooe,C Way.Sulte 225 ,
Eata eoeeoexn sPscIPTo.0200WntWo00.TN 3i02i
0� 50I 100
n n ��� LENGTH RAILROAD TIP PROJECT P-5726 = 0.16 MILES ,,, c, "'�
: hill KEVIN LINDSEY,P.E.
PLANS PROMO'ENGINEER INCOMPLETE PLANS 4,
50 0 50 100 TOTAL LENGTH TIP PROJECT P-5726 = 0.16 MILES RIGHT OF WAY DATE, oo N SUBMITTAL:
Ln II I I I I I H\I------1 FEBRUARY 28,2019 DATE: MARCH si,zozi NTRANSPORTATION
DEPARTMENT
OF PROFILE(HORIZONTAL)
I'\'\I LLvLnOs LETTING DATE,
� lI1II III � NOVEMBER 17,2021 BRAD SMYTHE,PE
Nmo DESIGN ENGINEER .� ..
a/
Pe PE� PROFILE(VERTICAL)®w" \

5I' 25' 0 50'J' DATE: 04-30-2021 PERMIT DRAWING °e M:pw';5n=R` PROJECT REFERENCE NO. SHEET NO.
TO CHARLOTTE,NC DENOTES IMPACTS IN IIII�IWI SHEET 2 OF 5 RW SHEET C // SURFACE WATER SCALE:7" ioo' ROADWAY
ENGI DE NO HYDRAULICS
ENGINEER
■ TO LINWOOD,NC
RR SOUTH t l \ L° 3�r �, —L� y, IIEM �9,1 �J II
{ of vI,,,...mu.,,roBaaw vv"_i u�-�—=v�w a,Jl T —� CO= - r n•I��, ME
I C�R--,,,,°�Sl3G i=_i_ .la : -'�• In -°r J 14....wWtiPwE6n0aCeLr ,Irl �ND�MOPERTIESE _
wRNowN B.cP.cir or SAL SBwr� }ll�bE„vT.Ha " °N ISToam saL62eupv i u"DanaN°Iry ous co-s- I I 'll � INCOMPLETE PLANS
o-:. x°LSE--,FA�\ 1 WTI' D6 �� , — ��Ilrr :I'1
`TbFS: Nor wn NOR A.Aw�1„°N
56428253.67 -III I�'m I' 6 BR Cx nLLL x>R N0 - 2siexeus N XISTING .e I / ,® 5e
M:5 I
i.xTEeE.a aG °°G&Tr J p
0 125 LEFT ,..1_
J`{p��y� 7 SALIS:NRY STATION
k2- pl\ STORK SALISBWY FOUNDATION.INC.ry"' H °I 9 DOCUMENT NOT CONSIDERED FINAL
IN 26'OPK 1 cA pM.c sr RETAINOOUn T IB wMH ° Nc
•••••••'••••'•••••ce•• L 1 z uv m BI IRe� R,e1 UNLESS ALL SIGNATURES COMPLETED
6MI� @- III 91 Rlus L E c�
0
B TE _�I uT RN�AILIYal
—-p— n +��I �II ��Tia' +fin -' i■i --- �M°TaT
vice Id 1 Ice.:.E` ": .6 eArnR X'x :4, • i10LI� 51 ,. sF11:,. Enx - ` —
'VEIPI T R%q,,• IBL• ! ten rt�s BT LTo LTo Lio`o o SSIBLE �ITIM OF CULVERT / —, -- --- — — __
NOT N SERVICE
ilfilfilfilfilfilfilfil____MNgiiiMIirwwaue - IlL'li[I,Malliil"MIIIfilfilfilfilfilMEI EMOI ___ - Ir_ _Ml 7NNal
LOi 7f "�74 PF C9'.m' rFT rr�— -: - W. -a' T III' --,
/ ��I:lir.�c ISBABOS - �� I 5> Y.¢omaB IrI T. rL1 F �. c�N BLEa W`• 01 III;EA
P��S�w .wo.,. y
dB RCP
''. 'f -B u�:I-0Rw "vR��e ,' ,J.roPEl WE, BSTI U I a
eBLiARB ce °` se[DETAIL 3 ` - \ F m I. L l F
yl ® x9 L�9.xRA'NV: H` L Ni Ri © , _ - N CRP w< DI 11 I ' III rs4 RCP _ �
wELLNcO/ / �/ ip A4v1L>azs. CHANDLER CONCRETE
11 SBRBBS SITE 1 m E POSSIBLE JB `—'.,_1 I
R 1 MM � EIIP .�LV L—��w $: 4
I T ss �B HELD D SITENECESSARY —— °I f° .y C
DETAIL 2 I ENLARGEMENT VIEW -EX NS MAIN 1-
DETAIL 1 PIPE OULIET CHANNEL STABILIZATION DETAIL 3 IT4'*RVds YA CHANDLER CONCRETE T �'4 N
L�Z�� 6 SEE SHEET 4 OF 5 NATURAL GAS COMPANY ,,, v1'emoRFISSIC�EICO�,Inc.,. EEL o C
UTERI B!sS oRCH ,...g-� SPECIAL LATERAL pYtlx EnAeesr yv " A=05'5"(RT) B�,C,P wo
SEE DUAL 2 �'q/
'°'. a,o. aA,�e ` :..wL $ \ L=fi0.74 �0
U a B=o-1rs N. a,.,1-.e � '^ mu,. °J �o(/ -x *
na FROM STA.0333.00 TO STA BB32.90-RR_LT FROM STA.B331.43 TO STA Ele31.92-RR-LT FROM STA.BB3.1.35 To STA OB35.35_RR_LT I x 770'
—EX NS MAIN 1—
785' 765'
780 760'
755' 755'
750 - 750'
2k ETe 44T4.'5-Rn-.rT_
ELL-7..90
745' 4g' k 745'
O MCT
PI STA BBJS.3 RR-LT
740' 740'
•
735' 735'
730 BBE E-C IE wn _
- 730'
ig MI k ryT'H
(A 8 -AA-LT
ELBV-73350 [0p.T�H
i 725' AW51A l>8%.w-RN-a 1 725'
FE ELEVV340
8839.00 B838.00 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

s°' 25" 0 5°"J DATE: 04-30-2021 PERMIT DRAWING ��°e M:.pw';'n=" PROJECT
P-5726REFERENCE N° SHEET No.
TO CHARLOTTE,NC DENOTES IMPACTS IN 1 SHEET 3 OFrj ox NO
SURFACE WATER SCALE:I" Ioo' RW SHEET
CTO 'NWOOD,NC ROADWAY ENGINEER ENGINEER
RR SOUTH ` �.E�>_,MLM�.xx. ,. ,r r — �, A' .:-(- L 'IM 1�.— I111
BTcn oc7 Ls�r> vax 7&', J- Ba" Br J MEE
1 30TO G ¢ixw wx x,:.,r 0,03T—r �—" wvneN-wWtiPwEMmGvbrr ,,II I 'i NO�MOPERTIESE
wrcxown B,cRCITY of SAL BBWx�— 9 fie_ @Rl\c saLlzeup FUNoanaN,i!!
_ QSS¢5— II II I INCOMPLETE PLANS
o- noL "s9! .r41
rBx .,, . IT.yt ' �`r��.xEa. ��Iler .S.t.`IiYY bF`: ANON.
r /+ _I{LI Once I �O' I�DRY STATION �- METER P LL[B ��\ ¢B
Cx36' BOBxB _ A _
iN 20'OPK cRII E R _� "HOUn r`�SkL R x V� ~I- I DOCUMENT NOT DONSIDEBED FINAL
,,,,,,,,,,,,,,,,,,B . 4 L 8 1Tr- .v.-,.a..,, z' —, My LJL� UNLE88 ALL BIGNATUREB COMPLETED
kit s
8M1 ' REr m v
-a. .115I T l -nxT cru �' 'i.aa gNIW ...� m s'.8.� 'm - _ ur RN�aIL av
oxc sw -
II
M al
P l
B— MI I CB �Eo EMI, f_i-cxic`�� c:FLow .o.a:c+
u,IZ1 ',B 1 I.I .:.E a..o n.x sae -1-ON. '� I�. �.w.,., •'F��' ' �� III �' ,.s.,_ rt�—,
' I r, Ir ae k8 8 J / m m --- --- --- -
iet � I �¢' I�`k'8 84 1s` r. >T� ./__�. "�- �.6 .:��
--- EOI
it a .a 0 0 0 0 E o __
- I ".mac.- -
_ _
r - '0i.,m Li-....1...�7.Ilr-= '+ I+'.' �Ilyw9al.rarrn I. Ir..lw — '-'--- - : li�Ir�BM�a�ri�!!
"� =aspen � y s'Aa / 'N ;IL fir--�
VNM_ —±rl .-e" - i�`Iit Ij Est„ T�F'e -., -► ' ,B ,, `✓ _.,.,fi II��IF7ul`r'—�—__ Eu�.,. a.,J
- / Ro/ �bcs. .1_ M E a. ...e� F� _:v.� W $ �.�I_. � .owE ILEO is \�. 7r,
"r�_7� \��—�
wEL... E�� 1 AmIE —� �r9un CF,FVC �' 11 \�E L ( �CHADLER CO CRETE
D AW rt-fl
SITE 1 I ° �--,� y L
# aRBDs 1y, 2SFo �d Q �� B $ � �I n 3<•R� ) \
f "I` as luE��MG o,u4°`BT'`�hK lu--�"� of �xu� �,•o � � .r'-EX NS MAIN 1-
sA"T ENLARGEMENT
DETAL
L EN G VIEW
DETAIL 1 FIFE Ou DETAIL 3 °i9R�IERIds ` CHANDLER CONCRETE FI a sT �'4 N
L0�LZZ��TT�LgqNL+ SEE SHEET 4 OF 5 NATURAL GAS COMPANY ,p' ',moRF=C69'5"(RT) I��.. E� o c
UTERI t,S mrcx ix�•'«� SPECIAL LATERAL.Y.x EsiAe6sOBTMp�" A=05'5"(RT) 6.1 4 w SEE DUAL 2 0=O'14'57" �'q
U a x=o-irs D a,..w-.a � '^o�'D FRuu N. EST 120 TONS J o(/ —x 1(
FROM sTA.8833 xoo TO STA 8832.90-RE_LT FROM STA.8831.,3 To STA.8831 x92-RR-LT FROM sip.8834+3s To sTA B835,35_RR_LT I x 770'nD
-EX NS MAIN 1-
785' 765'
780' 780'
755' 755'
759 py�p{�ry — 750'
N E0e 44T9+'5-en-.,r_
EEEY-7..90
745' 'g' 4, 745'
O MCH '�
PI Nra�JS*J RR-LT
tLCVT746b0
740' 740'
af
35' 735'
f.L.OP 58X--�
73D BBE E-c 1E wn �_- 730'
ryT'H
Wk%.✓ -AA-LT
•
ELBV-73350 [0p.T�H
iligo.i 725' AAS.A�%4w-aN-a 725'
ELEYV340
54, 8839x00 8838+00 8837x00 8836+00 8835x00 8834x00 8833+00 8832+00 8831+00 8830+00 8829+00 8828+00 8827+00 8826+00 8825+00

�n�l E„ 7Z47 Go:IcGET�01 5 Ho. sxe1T Ho.
1// DENOTES IMPACTS IN
SURFACE WATER 20' 10' 11 I ° ��20' a0' R E4o��EEa No 00100 0
'
SCALE:1'—20'
j INCOMPLETE PLANS
ryi'
DOCUMENT NOT CONSIDERED FINAL
�0p'� UNLESS ALL SIGNATURES COMPLETED
2?"ry PERMIT DRAWING
SHEET 4 OF 5
8835+, 40 8835+ 60 DATE: 04-30-2021
1 - 1--- \
r
P3_ /Gi✓AL _ : n n- e - _ _ _ D
QoX_ I Uu JB=�� D
� t�—��61�A �` O � C;UNL I
TA I , U P At DETAf --) FLAT. 5' BASE DITCH
� :� CUL2 O O SEE DETAIL 1
—I —I
►` — - z 48 RCP III z E
\k\ C) 0 I // 12" C',_
440TCB // 6" PVi
RCP—III 5.. % 1 (ASSUN ED) -�
i
a1
J
EW-" `�'_ A 311 DVC
W
------ __�--- OE = \ END N
SITE 1 S v��
nn \v� 1 DI
SBKBUS 2SFD CONC nn v�v
DD
s - \r \BST ��
E

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 8833+09 to 8832+47-EX NS 1-RT Railroad Embankment <0.01 132
Bank Stabilization <0.01 43
TOTALS*: I 1 1 1 I I 0.01 I I 175 1 0 I 0
"Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
RAIL DIVISION
4-30-21
ROWAN COUNTY
P-5726
47604.2.1
Revised 2018 Feb SHEET 5 OF 5