20210722 Ver 1_SAW-2019-00063permitverification1_20210805

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-00063 County: Rowan County U.S.G.S.Quad: Salisbury
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Matthew Potter
NCDOT Rail Division
Address: 1 South Wilmington Street
1553 Mail Service Center
Raleigh,North Carolina 27699-4738
Telephone Number: [phone]
Size(acres) 2.45(approximately) Nearest Town Salisbury
Nearest Waterway Town Creek River Basin Upper Pee Dee
USGS HUC 03040103 Coordinates Latitude:35.668604
Longitude:-80.463981
Location description: The project site is located east of E.Council Street,west of E.Kerr Street and immediately west of the E.
Liberty Street terminus,in Salisbury,Rowan County,North Carolina. It is identified as NCDOT project P-5726.
Description of projects area and activity: This authorization is for the permanent discharge of clean fill material associated with
the construction of an additional passenger rail platform at the Salisbury Train Station. Permanent impacts include
replacement of a culvert within 132 linear feet of perennial steam channel and the placement of rip rap within 43 linear feet of
a perennial stream channel(see attached plans).
Applicable Law: ® Section 404(Clean Water Act,33 USC 1344)
❑ Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number:NWP 18 Minor Discharges
SEE ATTACHED RGP or NWP GENERAL,REGIONAL AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated May 18,2021,including additional information
provided on May 24,2021.Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order,a restoration order,a Class I administrative penalty,and/or appropriate legal action.
Special Condition:
1. In order to compensate for impacts associated with this permit,mitigation shall be provided in accordance with the
provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form.The
requirements of this form,including any special conditions listed on this form,are hereby incorporated as special conditions of
this permit authorization.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional
general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below,
provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and
conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to
commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C.Division of Coastal Management in Morehead City,NC,at(252) 808-2808.

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program,please contact Andrew Williams at(919)554-4884 or [e-mail].
,4_ Date:2021.06.10
/Na 12:59:44-04'00'
Corps Regulatory Official: ` Date: June 10.2021
Expiration Date of Verification: March 18,2022
A.Determination of Jurisdiction:
1. ❑ There are waters,including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act(CWA)(33 USC§ 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403).This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process(Reference 33 CFR Part
331). However,you may request an approved JD,which is an appealable action,by contacting the Corps district for further
instruction. Please note,if work is authorized by either a general or nationwide permit,and you wish to request an appeal of an
approved JD,the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any
work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403)and Section 404 of the Clean Water Act(CWA)(33 USC§
1344). Unless there is a change in the law or our published regulations,this determination may be relied upon for a period not to
exceed five years from the date of this notification.
3. ❑ There are waters,including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act(CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
4. ❑ A jurisdiction determination was not completed with this request. Therefore,this is not an appealable action. However,you
may request an approved JD,which is an appealable action,by contacting the Corps for further instruction.
5. ® The aquatic resources within the above described project area have been identified under a previous action. Please reference
the preliminary jurisdictional determination issued 2/5/2019. Action ID: SAW-2019-00063.
B.Basis For Jurisdictional Determination: N/A.An Approved JD has not been completed.
C.Remarks: None
D. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants,or anticipate participation in USDA programs,you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service,prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).
If you object to this determination,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process(NAP)fact sheet and Request for Appeal(RFA)form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Philip Shannin,Appeal Review Officer
60 Forsyth Street SW,FLOOR M9
Atlanta,Georgia 30303-8803

Phone: [phone]
EMAIL:PHILIP.A.SHANNIN [e-mail]
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal
under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form,it must be received at the above address by:Not Applicable.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. Date: 2021 .06.10
Corps Regulatory Official: `a 1 3.00.14 -04'00'
Monte Matthews
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete our Customer Satisfaction Survey,located online at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0.
Copies furnished(via email):
Sandy Smith
Axiom Environmental,Inc.
218 Snow Avenue
Raleigh,North Carolina 27603
ssmithA axiomenvironmental.org
Todd Tugwell
Regulatory Protect Manager
U.S.Army Corps of Engineers
3331 Heritage Trade Drive,Suite 106
Wake Forest,North Carolina 27587
Todd.J.Tugwell(a,usace.army.mil
Kim Browning
Regulatory Project Manager
U.S.Army Corps of Engineers
3331 Heritage Trade Drive,Suite 106
Wake Forest,North Carolina 27587
Kimberly.D.Browning(r,usace.army.mil
Beth Harmon
DOT Coordinator
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh,NC 27699-1652
beth.harmonnu,ncdenr.gov

Action ID Number: SAW-2019-00063 County: Rowan County
Permittee: Matthew Potter
NCDOT Rail Division
Project Name: NC DOT/P 5726 Salisbury Station Improvements
Date Verification Issued: June 10, 2021
Project Manager: Andrew Williams
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Andrew Williams
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Sandy Smith Axiom Environmental,Inc. File Number: SAW-2019-00063 Date: June 10,2021
Attached is: See Section below
I INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
[ PROFFERED PERMIT (Standard Permit or Letter of permission) B
L PERMIT DENIAL C
[ APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I-The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the
permit,including its terms and conditions,and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit(Standard or LOP)because of certain terms and conditions therein,you may request that the
permit be modified accordingly.You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice,or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter,the district engineer will evaluate your objections and may: (a)modify the
permit to address all of your concerns,(b)modify the permit to address some of your objections,or(c)not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections,the district engineer
will send you a proffered permit for your reconsideration,as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the
permit,including its terms and conditions,and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain terms and conditions therein,you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety,and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD,you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed),by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record,the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer,Wilmington Regulatory Division, Mr.Philip Shannin,Administrative Appeal Review Officer
Attn:Andrew Williams CESAD-PDO
3331 Heritage Trade Drive,Suite 105 U.S.Army Corps of Engineers, South Atlantic Division
Wake Forest,North Carolina 27587 60 Forsyth Street,FLOOR M9
[e-mail] Atlanta,Georgia 30303-8803
Phone: [phone]
EMAIL: PHILIP.A.SHANNIN@,USACE.ARMY.MIL
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,and any government
consultants,to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation,and will have the opportunity to participate in all site investi ations. _
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer,Wilmington Regulatory Division,Attn: Andrew Williams,69 Darlington Avenue,Wilmington,North
Carolina 28403
For Permit denials,Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer,Commander,U.S.Army Engineer Division,South Atlantic,Attn: Mr.Philip Shannin,Administrative
Appeal Officer,CESAD-PDO,60 Forsyth Street,FLOOR M9,Atlanta,Georgia 30303-8803
Phone: [phone]
EMAIL: PHILIP.A.SHANNIN(u,USACE.ARMY.MIL

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 .,�,'V33W' ��07
��� �� DATE. 05-19-2021
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�1 v RETAINING WALL,ARCHITECTURE
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Ir- T . -1 TO CHARLOTTE,NC 1'' -=-=__= TO LINWOOD,NC
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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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24� oR +I/� F RCP IV i -- z ,- '.I.�L� '�I= / •E Ae PJEICAR4137 T.5'BASE .ITCH F � ` F _ C // i I e.IP ExlSrwc RAILROAD IA Ao<D R/W --
ISBKBUS _ uL -ZGr Ir- ONE HW cuLz 00 E DETAIL 1 d� - ,✓ A
_ _ Y L I, j - •� POSSIBLE JB STATION` 17.Ts'
A:ANDR I 1i 48'RCP III e1�r
Cp�C G rt ' STONE WW 12'C'-
G REFAJN ,V, LT W/'A AET•E i EI .''MP Z I "v�. "�"- E - \ m SHED
s. ti+ '--I DI 42"12 III •.. • �I _ k4OTCB.I .0.7nP 6'PW p , 8•HOPE- (DWELL BST ro�
L� POND JB _LT SPEC.LAT.V-DITCH B H -. _ s r,.apf ix�{.� B�
c, CONC e e - a/.t.1 I. SUMEF)
/2�--- '� 1, SEE DETAIL 3 �� I, IS A:v Tl 9XE WW 0\>� w
GO GR BOLLARD CB 5r yr AND WAS MAP-ED A RDI G F �I/ , e mi DI I I ELLO y I �—
•) ISMTL TO PIPE CAMERA ENV•TIGATION 24'R _F� �yryry�- ` a.���,4 9
/ \-- YI \, EXISTING RAILROAD R W 6'FROM CWALLPNVERT '•V Iwo!mk' ?y14.5i ' END NC " ISMTLBUS �1 I�
2 III
/� \/ ' ' J� FOUNE ,ETAIN CPP,PVC n CHANDLER CONCRETE
MONITORINGO /;d o
WELL __ m DI-` ANDPPE TEAM. II POSSIBLE JB o II 1 24'RCP
-- ISBKBUS SITE 1 _JI '— ,
I f 2SED C • DI- E 24"RCP mo I
REMOVE`�_1-2-L�I��E�X�T�GTIGII.I�24'"JPIPE CONC I �11 p BST L i WELL DEil i DI i
"' y ASSESS D ADJUST JB LIS NECESSARY
E LARGEMENT VIEW `�
FIELD ADJUST JBI AS NECESSARY
DETAIL 2 z'Pvc I E' E EX NS MAIN 1
DETAIL 3 CITY&F.;,1 4S=, Y - SEE SHEET 4 91F 5 f 'Pv �cE €p�� g dg ti
DETAIL 1 PIPE OUTLET CHANNEL STABILIZATION CHANDLER CONCRETE W
I Notro Scale) SPECIAL LATERAL'V'DITCH BANK STAB y�yd N URAL GAS COMPANY PiedmOn u a s 7 ny Inc.,4',STEEL q0 ,C
LATERAL BASE DITCH Natural Bed No,.Scale) FITV"'K rAD \ 4 0°9'5'(RT) 8� C�
N Iro Salle) EST. D = 0°14'57"
1 I Elevation O M F i E
b N rom rot EST.120 TONS 4q/O
Natural Graunl ry.N Ground SEE DETAIL 2
Ground ?.J T •I,. )% Fill IB Natural 5,,,, H 51ope // L = 60,74 ()
�" Slope Ground 7�X D op,
From Sidewalk \ N////
l«»!
a E MB 5.0 iD=1Ft.0 FL X
G.0..6 �� a
(.M.,Only) CHANNEL BED
6=5-12 R. Length= 43 FI. (Variable) DI ' DI
Type of Liner= CL IRip-Rap-Keyed-In(Banks Only) Min.D=1.0 Ft.
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
ISTA 81835+3 Y.67 I
755' PROF OSED PLATFORM 755'
SEE STRUCTURAL
SHETS/ E SI-1 THRU SI-17
DETAILS APPF OX.E.KERR
APPROX.E.COUNCIL FOR STREET OP
1 STREET EOP• � -
750' O.04% AFPROX.GRADE TRHO GH PLATFORM 750'
A E- FA34+�5 -RR T
Q,,, £LEV=744.40
�x/` BEGIN F ROPOSED PLATFORM
745' EXIST T/R STA 8829+34.67 745'
• NS IMAIN
TRACK I EG DITCH
PI STA 81435+3 -RR-LT
E =74680-
740' 740'
YA
735' 735'
0, \
PROP SED PEDESTRIAN TUNNEL-----, --f+J 05556%-_
• 1
BM #1 ELEV = 753.87, END DG+TCH
BENCHTIE NAIL SET IN 20"OAK Pl Sl A 8832+00 -RA- L/
z 730' EX NS MAN 1 STA 8836+88.30 120.54'RT £LEV=734D 730'
o
DITCH
�
w.Ea PI STA 8832+90-RR-LT
.4,-.
*40. E[£V-73350
yx�yX EX ST.STONE
LLlkyw MA ONRY IBOX
�F I
H40a 725' CULV eT 3.75 x 725'
v-nz
rtnc6 .25
vwtw
88*80
"'"'* 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
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G
50' 25' 0 50'
IIII�/ DATE. 05-19-2021 PERMIT DRAWING e 5ROHyEaIWy,Sutee2SPC PROIECTREFERENCENO. SHEET NO.
Brentwood.License No.C P-5726 4
TO CHARLOTTE,NC SHEET 3 OF 5 � ` RN SHEET NO.
co
SCALE:1"=100'
TO LINWOOD,NC ROADWAY DESIGN HYDRAULICS
///j7 )/ DENOTES IMPACTS IN �J 7 --- c ENGINEER ENGINEER
�� I E% N RAYS MOT 4
RR SOUTH SURFACE WATER <` P S•GPPN 30.CDNCC&G''�-- e �tp>- D_
a ABLE 1 �A_vBZRoa�ev _ �- l'e' �— w _EXISTING R W IDOT n!/ ss 87� DI- -- \ B I RR NORTH
ss ® _�V yV•y LT \ W_ T^ a, _e0----ET-__L'i '3 ''LTE.:
ST - DI-'--w--,- -WRIAr3Ll=NNBFN-PAVE(I-RnafaVbY__ .IJI
INKNOWN B GIP,CITY OF SALISBURY - O C-i `N " V• p 6'Tell C
�- ISa;•;FN n II / c 6'.CIP clrY of s INCOMPLETE PLANS
n MP HAND E _, 5¢� 1�3d RIC SALISBURY F UNDATION,�N 4R�coNc c&c _ Iz•RCP T''''-..... - __— — ■■ I� z^,Pvt,a7Y OF
......:::::::::::...::: a 1 ,
\ RANI E DB 627 PG 57 ,, G R_.L'T" _ \ r�`• DO NOT USE FOR 7/W ACQUISITION
.T©R I -�- \-CO ESW'. CCNC u1°' N T ISTOAR'' •RC'I��oAK LT 12' AK 8'OAK k '- II 1 0
ISIIry
ON • 753.87 "II
S o BRI �'!� -_ ��.�. Y
I N o COLUQMkNS 46" G -- I%4 30' !NC & 3_ GONG C:• i
564282 I I r. GRANITE BENCH 36"HARDWOOD GR NI ' .r we- CB RCP 's ' ISB
p1�� m I2"B CK WALL BE 23TBRBU3' �� URY STATION HVAC- C8 METER P LLED� CB 45,
0 125 LEFT a ^,,� 0 1= AREA _ RST- Rcp�eJ
HISTORIC S ISBURY FOUNDATION.INC. - DI LJ�L= - ��� ---I F- - __ I DOCUMENT NOT CONSIDERED FINAL
IN 20' OAK ....___.... ,,1'• _ '-RED IS 1 J v 749�-II WO RAMP coxc SW`D \go•'tb;uc cffi ti �, © UNLESS ALL SIGNATURES COMPLETED
BMI
" CB CB I D•
. I ,p.9 —CONCLSW RET END
18 vNMH DI Li— `tr NC L =S_ a :+ .I � g b\--LT
24.OAK- / I $
• F1 EXISTING OUTHERN
/Aw JB vrMH 6'M a I�y%R" LT�t"-n LT'7 - I, �/
In Is RCP o `1 LT ^ / DI opts__ - D T T DI I -- ^_ LNc SW --T 4e1,I ' _ OUTF�ERN RAILWAY COI
,J `+ _(7a11 _ y,GZJBACK FLOW PREVEN J
_ 441 , '• . 1�C 12'DIP i� ___ NC m� 2B.wrgp l,W 2L'X r=gl E. In ��� AB OTRACK
zo w IIIyI CB EOI—-0I I 4 _ _ F— Nc + --
_ �... E �I `J ART UCTURE FOIyya I L 10•HOP 9 I"WI- S. -Tn3 --- r --p-- I� m �— -I
—75f1—_ 1'�., 'S Imo. v�A W (1NC y 1 = S. � iy y u�. -� X iI A III 749"\,�i
=�F� COWL,' // �CB SW l E%ISTING RAILR p R/W 4$" ON r A� END NOT _48'IRO CONC —E%ISTING RAILRe'�� W - -- --- -
1 s v I1�FA — 'q //�\ ~ [I _ �_ _r/_ EXISTING RAILROAD RAW
li IBIE PITi'M■17 >1�■ X ,�6b�� , qV\ MT .`. 1�1 �!lll-r�!!!��!!
� f ' e'1' o7C .lam END NOT o`s ' so\ eb z�■ �_. __ 71� N L l /49 7 • ,,_ =1 , F ———--- --
�J.INE:-NOT79 SERVICE 36- C,I n-�' , ��D LTD LT`� LTQ LTO LTO�ID`O;O— a O o o CANOPY 0 C 1 D O o O `)�O Q O ( -��- _� pRR A9BOI� CV RR X ARMc--p-F- p-
-_r LbL 1 CMP RR,X ARAIA L �_ '. _ F _ -J .c`� ��II\/ `� ® -% �I I� 66
- - .tv ■- _�IIA�FiQI cI�=�YAWWFIDdIVlpl■�lME _• -■.ZIL� 1V-i-�.�-J�JVIVL. i J2LVIL+ s_A haik1 VIaY 11 I0u'l • . 4_ `�A;;k: 1 A I I-"I !^I°1 I I A n� , _
—�I�a!!F � . ND L I . I- .
to N --'NE -"I I i 00 -=:__ ___- --- = �_�� !! '!! !�■ ! a ,.' F..�I_
may, — — —- 'R X L4 , .� \fY �D --ham — — -
.- �-- ND NOT - I_ IkY - -WALD-—= i "71Ei'D rs.�i\ -_ _. �.7 � �� �i.R _ 797� 798
\� i.. \ 1 CO r►` - -- - J- '�allit .kilii/ is . a.� iC_--- ¢r„— �. :.- �'�_��2 --lit -EXIS=IN It/11['RBD,{F/er-0�7 - _•�
G. .-. !� .....0..i V RCP-IV_ 1 - - .•k _1y�Ijl��J,\ Si. E p t,1 II •r..i7 �t � 1 '.. �n A I 'eIP G //\�
I 1 ` uL ,�( TE •v i)^�Il� I II�I� I�\��:?•Yt :/� �� !fL �ii�car��ar_�inl. _- _-fr � ��7q y CD\ -, �I I '�!i aa POS IBLE JB �� STA\r\n1\`� 4=45— —
O�G ���� IN� DI RETAIN\_( ' LTC 6 ELE ` I C P dial T 6 UME) ` '� L I:ST \ m i �43 �_ S� 96
POSS• JB SPEC.LAT.V-0ITC A� AN42" III H `\ . r4�y _ a 5T
H� W_Tii'C11 iu�"t� N .. a �y` A _ �_- /�
o2c, ---BOLL RD .w .� - SEE DETAIL 3' AND W -ED A RDI G 24.';W \ t 4'', Irk a ll� L�v ✓
_ R m( �� o�� TO PI E CAMERA INV.TIGATION F1 i gI 2 vJ 74'
� J// 50 111 1 y➢ ISMTL, \ I \ P PI E fA'w �� - yv'°,�q gun 4k CC ,I� • ISMTLBUS 'i '� ��
EXISTING RAILROAD R W 6'F W'�'FrrLLIF .�a � tl N-
A �/ _ - 1si +ETAIN CPP,PVC m
WELL '��� —/ �1�al�o��� \FOUNE .ND R31d"J 1 \a I � \ \
_ � _■l �\ '� CHANDLER OC N�CRETE
-- ISBKBUS I SITE I/�� I\ DL ANDPIPZ 1 i. OS LE J 1. rr 24'RCP /J S I \
SBKBUSI 2SF0 CONC • I i) O �S TLBU•� '.'DI\ f' I lC� \5 / \
REMOVE`�_1-2-L� EXTG.24"PIPE I BST WELL DI / \ I
"' y ASSESS EXTG.WYY.k. TIG�A • . '; AI RGEMENT VIEW�� \ \2 0 '�
FIELD ADJUST JBI AS NECESSARY •DETAIL 2 z'Pvc I^ E —EX NS MAIN 1—
DETAIL 3 CITY�F,HOS -Y - SEE SHEET 4 or 5 2'PV IGINdY �Gd 'C dg ti
DETAIL 1 PIPE OUTLET CHANNEL STABILIZATION CHANDLER CONCRETE W
I Notro Scale) SPECIAL LATERAL'V'DITCH BANK STAB y��I N or
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
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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
4�O•s i---------- —I ViallillimmvArrif ' ,A ,_.. . IF i ,,,, '
gel'- •►00 • of n
Q
-= \ — \ D \
S ,_, \rim'
i ► \
SITE 1 \
O \
\\ D
2S D D °o
SB � B � S CONC \ \
BS/
Z \
,..� I \
e
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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