HomeMy WebLinkAbout20160439 Ver 1_More Info Received_20160513Carpenter,Kristi
From: Murray, Christopher A
Sent: Friday, May 13, 2016 9:18 AM
To: Ridings, Rob; Alsmeyer, Eric C SAW
Cc:
Subject:
Attachments:
Follow Up Flag:
Flag Status:
Eric and Rob,
Carpenter,Kristi
FW: NCDOT Division 5 Permit application package for Bridge 380062 over Knap of
Reeds Creek on SR 1004 (Old NC 75) in Granville County (WBS: 17BP.5.R.53)
Bridge 380062 permit cover package.pdf; 380062 REVISED FINAL permit drawings.pdf
Follow up
Completed
It has come to my attention that the permit application sent via email to you on May 3, 2016 did not attach the permit
drawings. This email serves to provide you with the permit drawings for this project.
I apologize for any inconvenience.
Thanks,
Chris Murray
From: Murray, Christopher A
Sent: Tuesday, May 03, 2016 8:41 AM
To: Alsmeyer, Eric C SAW <Eric.C.Alsmeyer@usace.army.mil>; Ridings, Rob <rob.ridings@ncdenr.gov>
Cc: Carpenter,Kristi <kristilynn.carpenter@ncdenr.gov>
Subject: NCDOT Division 5 Permit application package for Bridge 380062 over Knap of Reeds Creek on SR 1004 (Old NC
75) in Granville County (WBS: 17BP.5.R.53)
Eric and Rob,
NCDOT Division 5 is submitting a permit application for the replacement of Bridge 380062 over Knap of Reeds Creek on
SR 1004 (Old NC 75) in Granville County. This project is part of the NCDOT Division 5-- State Funded Year 4
program. Please contact me if you need further information.
Thanks,
Chris Murray
Christopher A. Murray, PWS
Division Environmental Supervisor
Division 5
(919) 220-4633 office
cmurrav(cDncdot.aov
NCDOT-Division 5
2612 N. Duke Street
Courier: 17-27-03
Durham, NC 27704
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Sincerely,
Chris Murray
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
k 11�;11�� <14' North Carolina Department of Transportation
SL[?1'llitYcl�PP �
Highway Stormwater Program �.
STORMWATER MANAGEMENT PLAN
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 17BP.S.R.53 TIP No.: 176P.5.R.53 County(ies): Granville Page 1 of 2
General Project Information
WBS Element: 17BP.5.R.53 TIP Number: 176P.5.R.53 Project Type: Bridge Replacement Date: 4/04/2016
NCDOT Contact: Lisa Gilchrist, EI Contractor I Designer: HDR � ICA Engineering / Trent Cormier
Address: 4809 Beryl Road Address: 5121 Kingdom Way, Suite 100
Raleigh, NC 27606 Raleigh, NC 27607
Phone: 919-733-4699 Phone: 919-900-1608
Email: I ilchrist ncdot. ov Email: Trenton.Cormier hdrinc.com
Cit ITown: Butner Count ies): Granville
River Basin s: Neuse CAMA Count ? No
Wetlands within Project Limits? Yes
Pro'ect Descri tion
Pro'ect Len th lin. miles or feet : 0.12 Surroundin Land Use: Forested and agriculture
Pro osed Pro'ect Existin Site
Pro'ect Buiit-Upon Area ac. 0.4 ac. 0.4 ac.
Typical Cross Section Description: 2 lanes @ 11' with 6' shoulders 2 lanes @ 11' with 2' shoulders
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: Year: NA Existin : 3700 Year: 2011
General Project Narrative: NCDOT proposes to replace Bridge 62 over Knap of Reeds Creek on SR 1004 (Butner Road). The project lenght is 0.123 miles. Work includes placing 3 span 24" PCCS (1 @
(Description of Minimization of Water 25', 1@ 70', 1@ 40'). The existing bridge is a 3 span bridge (3@ 40'). To minimize water quality impacts, Knapp of Reeds Creek is being bridged, sediment control
Quality Impacts) measures include toe protection and bank stabilization, and drainage diffused prior to entering Zone 2.
Waterbody Information
Surface Water Body (1): Knap of Reeds Creek NCDWR Stream Index No.: 27-4-(6)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV)
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification: None
Impairments: biological impairment
ThreatenedlEndangered Species? Yes Comments: Long Eared Bat Survey to be completed to comply with Oct 20, 2014 Ruling
NRTR Stream ID: Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (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)
1 31�;31�t'�lw° North Carolina Department of Transportation
�'���.117��"���� Highway Stormwater Program
��','�
STORMWATER MANAGEMENT PLAN
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 178P.5.R.53 TIP No.: 17BP.5.R.53 Count ies : Granville Pa e 2 of 2
Preformed Scour Holes and Energy Dissipators
Drainage Pipe/Structure BMP
Sheet Station (Road Projects) or Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Coordinates (Non-Road Projects) Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules?
4 14+53 (1)Knap of Riprap Apron / Pad Class'B' 0.1 Pipe 15 0.5 0.5 No
Reeds Creek
4 16+81 (1)Knapp of Riprap Apron / Pad Class'B' 0.1 Pipe 15 0.2 0.1 No
Reeds Creek
Additional Comments
' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for
Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
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LOCATI0IV: BRIDGE 11t0. 62 OVER K1VAP OF REEDS CREEK 0111 SR I004 (OLD NC 75)
TYPE OF WORK: GRADING, PAVING, DRAIIVAGE A111D STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
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DESIGN DATA
ADT (2011) = 3700
ADT (2025) = 12400
V = 55 MPH
CL�iSS =
MAJOR COLLECTOR
SUB REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT = 0.097 MILES
LENGTH STRUCTURE TIP PROJECT = 0.026 MILES
TOTAL LENGTH TIP PROJECT = 0.123 MILES
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PO Box 700
FuQuay-Varina,NC 27526
(919)552-2253
(919)552-2254 (Fax)
www.hatchmott.com
LICENSE NO. F-0669
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Ralcigh, NC 27fi07
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USE NCDOT STANDARD BMP(INCIDENTALTO
STRUCTURE REMOVAL) TO DEWATER AND ISOLATE
WORK AREA TO REMOVE PIERS AND INSTALL
SHAFTS AND STAeILIZE STREAMBANK.ONLY ONE
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AT ANY ONE TIME. REMOVE ALL PORTIONS OF
TEMPORARY CAUSEWAY AND INSTALL CLA55 II
RIP ftAP BANK $TABILIZATION AND EXTEND
RIP RAP 1'O AREA SHOWN.
TOTAL PROJECT LENGTH: 650 FEET
PROPOSED BRIDGE: 3 SPAN 24" PCCS; 1@ 25', 1@ 70', 1@ 40'
EXISTING BRIDGE: 3 SPAN BRIDGE 3@40'
LEGEND
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IMPACTS IN SURFACE WATER
�DEN OTES PERMANENT
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PIERS. REMOVE ALL PORTIONS OF CONCRETE APRON,
CONCRETE PIERS, AND REMANANT INTERIOR BENTS.
USE NCDOT STANDARD BMP(INCIDENTALTO
$TRUCTURE REMOVAL) TO DEWATER AND ISOL4TE
WORK AREA TO REMOVE PIERS AND INSTALL
SHAFTS AND STAeILIZE STREAMBANK.ONLY ONE
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AT ANY ONE TIME. REMOVE ALL PORTIONS OF
TEMPORARY CAUSEWAY AND INSTALL CWSS II
RIP kAP BANK $TABILIZATION AND EXTEND
RIP RAP TO AREA SHOWN.
TOTAL PROJECT LENGTH: 650 FEET
PROPOSED BRIDGE: 3 SPAN 24" PCCS; 1@ 25', 1@ 70', 1@ 40'
EXISTING BRIDGE: 3 SPAN BRIDGE 3@40'
LEGEND
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IMPACTS IN SURFACE WATER
�DENOTES PERMANENT
IMPACTS IN SURFACE WATER
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IMPACTS IN SURFACE WATER
PROIECT REFERENCE SHEET NO.
�T. �'. DEPT.OF TRA�7�4PORTATIO�V �78P.S.R.53 - GRANVILLE 62 5
DIVIQIUN OF HI(�HWAY9 ROA�WAY DESIGN HYDRAULICS
ENGINEER ENGINEER
WETLAND AND SURFACE WATER IMPACTS PERMIT %���LLII �u�TY
PitOJE�1,1�Pl�.RvS$
BItID(3E �TO. �2 OVER g�TAP
OF REED� �IiEEB ON
�R 1(1�1% �UTNER ROAD�
9HEET OF HATCH MOTT MACPONALD 18 E, LLC ICA ENGINEERING
LICENSE NO. F-0669 LICENSf NO. F-035B
PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL
SHEET _ OF _ GLI UNLESS ALL SIGNATURES COMPLETED
Prepared i ihe
o"'Ce °` ;� Hatch Mott po Bo. ,00
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VERTICAL SCAtE HORIZONTAL SCALE
—�— $, Q �, �P, z�, P z�, SP,
'-'-''-'�� '-'-''-'��
PI = 14+20.00
BEGIN GRADE EL = 285.04' END GRADE
STA. 11+50.00 VC = 120' STA. 18+00.00
EL = 286.43' K= 147 EL = 286.18'
DS = 60 MPH
BRIDGE Q TA.15+65 -L-
3 SPANS 24" CC5:1 �i 25', I
7@ 70', l@ 40'; OAL=135'
w/4' DEEP APS, SKEW 90 I
GP E EV. = 285.47'
I
OVERTOPPI G AT
ROADWAY AG REMOVE I
STA.14+36 EXISTING
ELEV.= 28 .2' BRIDGE
,/� � �
�%i%.J�`IO�. — — — �
LEV.=277.1
ELEV =277.1' �
3.5'KEY � E ��-_���= LEGEND
D PTH �NP.) IM��.�
� DENOTES TEMPORARY
cuss ueir - IMPACTS IN SURFACE WATER
SLOPE 1.5:1 (2 T. THICK)
(NORMAL TO AP) (TYP.)
(STRUCTURE P ITEM)
� DENOTES PERMANENT
IMPACTS IN SURFACE WATER
ELEV. = 277.0 LEV. 277.0'
HAN STABILIZATIO
w/C SS II RIP RAP BANK STA8ILIZATION
NORMAL WS `�C 5 II RIP �RP.P
ELEV. - 270.3 TEMP. WORK � 8 TEMP.
DATE:4-9-207 IMPACTS IN RFACE WATER
CONSTRUCT NLY ONE WO K
PAD AT A TI E
� UNCLASSIFIE STRUCTURE EXCAVATION = 380 CY
BR/DGE HYDRAUL/C DATA
DES/GN D/SCHARGE = 4200 CFS
BM #1 ELEVATION = 301.49' BM #2 ELEVATION = 281J3' DESIGIy FREQUENCY = 25 YRS
RR SPIKE SET IN 50 INCH OAK RR SPIKE SET IN 30 INCH PINE DES/GN 11y� ELEVATION = 282.3 F%
BL STATION 4+06.42 31' LT S I T E 1 BL STATION 29+44J0 95' LT BASE DISCHARGE = 632� CFS
(SEE SHEET 1C-1) (SEE SHEET 1C-1) BASE FREQUEIyCY = l00 YRS
BASE hlW ELEVATION = 284.Za` F1'
OVERTOPPING DIS�HARGE = 7550 CFS
OVERTOPPING FREQUEN�Y = 5�— YRS
OVERTOPP/NG ELEVAT/ON = 2852 fT
DATE OF SURyEY = 4-9 20/4
WS.ELEVAT/OA/ _ ��� �
AT DATE OF SURVEY
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln 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)
� -L- 15+29 TO 15+32
-L- 15+92 TO 15+98 BANK STABILIZATION < 0.01 73
-L- 15+32 TO 15+55 CAUSEWAY 0.02
-L- 15+68 TO 15+90 CAUSEWAY 0.02 60
-L- 15+92 INTERIOR BENT 2 < 0.01
TOTALS*: 0.02 0.04 73 60 0
*Rounded totals are sum of actual impacts
NOTES:
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WETLAND AND SURFACE WATER IMPACTS PERMIT
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-L- 15+37 FOR EX BENT #1 (WEST SIDE)
-L- 15 + 77 FOR EX BENT #2 (EAST SI DE)
VARIES 22 TO 27 FT.
5' CLR
CLASS "I" RIP
EXISTING INT.
� BENT I
TOP EL = 272.3
/ OHW = 270.3
1'
2'
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STREAMBED
CLASS "II" RIP RAP
VOLUME OF CLASS "II" RIP RAP
BELOW OHW: 237 CY
159 CY (BENT #1 - WEST SIDE)
162 CY (BENT #2 - EAST SIDE)
PERMIT DRAWING
SHEET OF
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LOCATI0IV: BRIDGE 11t0. 62 OVER K1VAP OF REEDS CREEK 0111 SR I004 (OLD NC 75)
TYPE OF WORK: GRADING, PAVING, DRAIIVAGE A111D STRUCTURE
BUFFER IMPACTS PERMIT
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PLANS
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PROFILE (HORIZONTAL)
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PROFILE (VERTICAL)
DESIGN DATA
ADT (2011) = 3700
ADT (2025) = 12400
V = 55 MPH
CL�iSS =
MAJOR COLLECTOR
SUB REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT = 0.097 MILES
LENGTH STRUCTURE TIP PROJECT = 0.026 MILES
TOTAL LENGTH TIP PROJECT = 0.123 MILES
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PLANS PREPARED BY.�
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PO Box 700
FuQuay-Varina,NC 27526
(919)552-2253
(919)552-2254 (Fax)
www.hatchmott.com
LICENSE NO. F-0669
�� Sl2lKingdomWaY�
Suite 100
Ralcigh, NC 27fi07
�C'.LicenyeTo: P-Ol.iN
Engineering
DETAIL A DETAIL B
TOE PROTECTION BANK STABILIZATION
, No„o s�a�a, , No� �e s<o�ei
FILL SLOPE n�� rNATURAL 2,
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I GEOTEXTILE S
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GEOTE%TILE THICK
Type of Liner= ClASS B RIP RnP Type of Liner= CLA55 II RIP RPP
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-L- STA. 15 �1 77 TO STA. 16 I� 11
I36" RCP
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STATE OF NORTH CAROLINA
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R �' �
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INCIDENTAL TO THE REMOVAL OF THE
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BEGIN
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NO DEED REFERENCE
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SITE 1
PLAN VIEW
PROIECT REFERENCE SHEET NO.
�T. �`. DEPT.OF TRA�TgPORTATIQN 178P.5.R.53 - GRANVILLE 62
DIVIQION OF HI(�HWAY� ROA�WAY DESIGN HYDRAULICS
ENGINEER ENGINEER
�RA�iVILLII �OIZ�TTY
P�tO�E�"1� ly$R�.I�
BR�D(�E �TU � OVEit gNAPP
OF REEDy� �itEEg ON
�R 1��1� (�UTNER ROAD�
ULL`/� OF HATCH MOTT MACPONALD 18 E, LLC ICA ENGINEERING
LICENSE NO. F-0669 LICENSf NO. F-035B
BUFFER DRAWING DOCUMENT NOT CONSIDERED FINAL
SHEET _ OF _ GLI UNLESS ALL SIGNATURES COMPLETED
Prepared i ihe
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SEE DETAIL A EST. 2 TONS
EST. 20 TONS RIP RAP EST. 7 SV GEOTEXTILF
EST. 55 $Y GEOTE%TILE
INSTALL TEMP. CAUSEWAY E%TENDING FROM
STREAMBANK TO INSTALL IN-STREAM DRILLED
$HAFTS AND TO REMOVE EXISTING CONCRETE
PIERS. REMOVE ALL PORTIONS OF CONCRETE APRON,
CONCRETE PIERS, AND REMANANT INTERIOR BENTS.
USE NCDOT STANDARD BMP(INCIDENTALTO
STRUCTURE REMOVAL) TO DEWATER AND ISOLATE
WORK AREA TO REMOVE PIERS AND INSTALL
SHAFTS AND STAeILIZE STREAMBANK.ONLY ONE
CAUSEWAY MAY BE INSTALLED IN THE STREAM
AT ANY ONE TIME. REMOVE ALL PORTIONS OF
TEMPORARY CAUSEWAY AND INSTALL CLA55 II
RIP kAP BANK $TABILIZATION AND EXTEND
RIP RAP 1'O AREA SHOWN.
TOTAL PROJECT LENGTH: 650 FEET
PROPOSED BRIDGE: 3 SPAN 24" PCCS; 1@ 25', 1@ 70', 1@ 40'
EXISTING BRIDGE: 3 SPAN BRIDGE 3@40'
LEGEND
_BZ �_ RIPARIAN BUFFER
ZONE 1 (30')
—gZ z— RIPARIAN BUFFER
ZONE 2 (20')
ALLOWABLE IMPACTS ZONE 1
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
� ALLOWABLE IMPACT ZONE 2
(BRIDGE)
� ALLOWABLE IMPACTS ZONE 2
(ROAD CROSSING)
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—gZ z— RIPARIAN BUFFER
ZONE 2 (20')
� ALLOWABLE IMPACTS ZONE 1
(BRIDGE)
� ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
� ALLOWABLE IMPACT ZONE 2
(BRIDGE)
� ALLOWABLE IMPACTS ZONE 2
(ROAD CROSSING)
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TOE PROTECTION BANK STABILIZATION
� No� w scaia7 � �+o� io s<oie�
FILL SLOPE n�� rNATURAL 2,
�, I I / GftOUND 5
I GEOTEXTILE S
r
GEOTE%TILE THICK
Type of Liner= ClASS B RIP RnP Type of Liner= CLA55 II RIP RPP
-l- STA.16+45 TO STA.16+95 RT -L- STA. 15+14 TO STA. 15+39
-L- STA. 15 �1 77 TO STA. 16 I� 11
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BUFFER IMPACTS PERMIT
�T. �`. DEPT.OF TRA�TgPORTATIQN
DIVIQION OF HI(�HWAY�
�RA�iVILLII �OIZ�TTY
P�tO�E�"1� ly$R�.I�
BR�D(�E �TU � OVEit gNAPP
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BUFFER DRAWING
SHEET _ OF _ ���
PROIECT REFERENCE SHEET NO.
178P.5.R.53 - GRANVILLE 62
ROA�WAY DESIGN HYDRAULICS
ENGINEER ENGINEER
HATCH MOTT MACPONALD 18 E, LLC ICA ENGINEERING
LICENSE NO. F-0669 LICENSf NO. F-035B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in ihe
o"'Ce °` ,� Hatch Mott po Bo. ,00
�` MacDonald WWW.�atcMnoiT.�oom�526
1�� „��.�Ery�N .,
Engineering "'...""""""
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- __ � -i �T�'E�6F NORTH CAROLINA
' � ` � - - - - - - � � � � � � / �1V0� DEED REFERENCE
--- �275--------�� �� / � i FOUND
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50 100
SCALEo I"= 100' HORIZ,
SITE 1
PLAN VIEW
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mti � i i i � � i\ i i i
�/I I � � CLA55 B�RIP RAP \� ' � \ I �/ �
SEE DETAIL P � � I � EST. 2 TdNS �—__� I � � � �
� EST. 20 TONS Rlp RAP � I EST. 7 SY�GEOTEXTILE � � / �
EST. 55 SY IGEOtEkTILE � \ � I I
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I I 1 III\ � � I � I
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I 11 II �I � I� \� \� i �� 1 � 'I
INSTALI TEM�P. CAUSkWAV ��(tEIJDING FROM � I � � �
STREAAABANIC TO IIJS�ALL JIr74STI�EAM DRILLED � � � � �
SHAFTS Alub TO RH/vIOVF� ����pPKitETE 1 L--- � � ^�
PIERS. REMOVE ALL PORTIONS OF CONCRETE APRON, � � o
CONCRETE PIERS, AND REMANANT INTERIOR BENTS. � \
USE NCDOT STANDARD BMP(INCIDENTALTO � � — — �
STRUCTURE REMOVAL) TO DEWATER AND ISOL4TE � ` �
WORK AREA TO REMOVE PIERS AND INSTALL � � �
SHAFTS AND STAeILIZE STREAMBANK.ONLY ONE � 1 �
CAUSEWAY MAY BE INSTALLED IN THE STREAM � \ ��
AT ANY ONE TIME. REMOVE ALL PORTIONS OF 1 � ---
TEMPORARY CAUSEWAY AND INSTALL CWSS II
RIP kAP BANK $TABILIZATION AND EXTEND ` — — � � � �
RIP RAP TO AREA SHOWN. 1 �—�
� ��
� �
TOTAL PROJECT LENGTH: 650 FEET
PROPOSED BRIDGE: 3 SPAN 24" PCCS; 1@ 25', 1@ 70', 1@ 40'
EXISTING BRIDGE: 3 SPAN BRIDGE 3@40'
LEGEND
_BZ �_ RIPARIAN BUFFER
ZONE 1 (30')
—gZ z— RIPARIAN BUFFER
ZONE 2 (20')
ALLOWABLE IMPACTS ZONE 1
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACT ZONE 2
(BRIDGE)
ALLOWABLE IMPACTS ZONE 2
(ROAD CROSSING)
z
�
z
a
Z
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ow
P
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'sl
l
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BUFFER IMPACTS PERMIT
0
0
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� EXCAVATION ` '``�� ��
� �� LIMITs �����
,����� �
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ROADWAY B GE � ` �
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15 30
SCALEe I"= 30' HORIZe
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BANK
TABILIZATION
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ENLARGED
PLAN VI EW
BRID ROADWAY
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LEGEND
_BZ �_ RIPARIAN BUFFER
ZONE 1 (30')
—gZ z— RIPARIAN BUFFER
ZONE 2 (20')
� ALLOWABLE IMPACTS ZONE 1
(BRIDGE)
� ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
� ALLOWABLE IMPACT ZONE 2
(BRIDGE)
� ALLOWABLE IMPACTS ZONE 2
(ROAD CROSSING)
BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2)
1 24" PCCS -L-14+54 TO 16+52 X 90 1940 2030
X 5205 568 5772
TOTAL: 5295 250� 7802 0.0 0.0 0.0
Transportation
April 3, 2016
USACE
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Attention:
Subject:
Dear Sir:
Eric Alsmeyer
Project Manager
PA7 McCRORY
co��rnor
NICHOLASJ.TENNYSON
Secretary
Project Number (aka WBS number): 17BP.S.R.53
Structure No. 380062 over ICnap of Reeds Creek on SR 1004 (Old NC 75) in Granville
County
The North Carolina Department of TransporCation (NCDOT) proposes to replace this bridge. Tl�is project
is similar in nature to projects processed under the Low Impact Bridge Replacement Program (LIBRP).
Accordingly, the LIBRP format has bcen utilized in the permitting of this project. A site visit was
conducted by USAC� o� April 9, 2014.
The following are attached to this cover letter:
Low/Minimal Impact Bridge Data Sheet
Attachment L: LIBRP impact data sheet
Stormwater management plan
Riparian buffer permit drawings
Jurisdictional resources summary sheets
If you have any questions or need additional information, please contact Mr. Chris Murray at (919) 220-
4633.
Sincerely,
/Y n � �/�
�`-- u` `— U
J. Hopkins, P.�.
Division Engineer
c: Division 5 file, NCDOT
Rob Ridings, NCDENR-DWR
�Nothing Compares��
Stare ofNorth Carolina I Depa�tmen[ of Transpormtion I Division Five Office
2612 North Dnke S�ree� I. CS.'� 17-27-0? I Durham, Nonh Carolina 27704
919-220.4600Telephone I 919-Sfi0.33"!7 Fax
Low/Minimal Impact Bridqe P�oiect Data Sheet
' W8S '17BP.5.R.53
Coun Granvilie
Bridge Number Britlge 380062
Deswiption Bridge Na. 82 over Knap of Reetls Creek on SR �004 {Old NC 75)
Basin Neuse River Basin � � � � �
Ciassification WS-IV� NSW
Stream SIN p7_,� g � ��
TYPe erennial sheam ��� �
Size 501inear feet wide
TyPe ., Timber Deck on STL GRD.lFL.BM. S tem ��-
Existing Structure Size 7 gyg^
SuB. Ratin 28.35
Proposed Structure Ty� Aiuminum Box Culvert
Size 1 34'-10" x 9'-7"
Pond USACE Im acts ac 0.0 ac
USACE Impacts (LF) Permanent 73 iinear feet (temporary sVeam imapct of 60 iinear teet is
Str�am within th�s limit
:Non1041m aIXs �F N/A
� USACE Impacts (AC) , 0.0 ac �
Wetlands Non A041mpacts (ACj � � � 0.0 acre � � � � � � -
CAMA Im acts AC � �� Not A licable �
NC tlW4 Buffers !m acts SF 5,295 sf BZ1: 2.507 sf BZ2 ..
Buffer A lication Re uired sqp f� /ry Yes
NC DWf1 StormWater Permft R uiretl YIN No
m.;.a� xo . _.. .....
o-.�.,,,y._,..,� u.
Habitat iYln) 'w�.... +�
wnn w.�.....«
... M1rliv� - ao�M�itPli�Hr
y1Mys N+ ....
�xMv.W(p.wv fb
T&E SpeGesPresent ,a,P.».++:
�+a.wnr�. ^"
Nuheowgareyba Poasw
... ... . . . an Y w Enn�
�M�wepon:ur Mef.HM
Bio Conclusion ,.,..�G � v.,
«�w�,�m.w wen«
w+n., w^o�e�m nm: w'x•.w
Moratorium TYPQ -� - �- NotA icable
�Dffies NotA plicable
Native/Hatche Not A ifcable
Trout Waiers Trout S cies Present Not A IicaWe
�TroutConditions !N NotA licabie
�� WRC RgWewer Not A hcahle �� �
CAMA'�AECs NotA licable - ���
Essential Fish'.Habitat /n No
Nev.��0 nin NotA licable
USGGPermit NotA licable �--��-
Hlstorlc Pro rties No Surv R wred 6l18l2013 ���� ���
Archaeolo ical Resources Sueve R uired 71i1/2073- No sites resent it/1372D45
Tri6ai Lands No � � �
Resources No
WC Resources No
Wild and Sceoic River No
PorestService Lands No
TVA'��Area No
FEMA'Bu oot No
FEMA Fiood Study Non FEMA regulated
USTs � Haz Mats �o
Relocatees Na � � -�
location �T 36.15572 deg.
LONG 78.773642 d . �
Project Comments
j
,� � .
Completed 6y: , % �J
Drviswn 5 ndge Program Manager
Division Env�ronmental Officer
_}�3�5[�
e�,�
I�C�DENR
North Carolina Department of Environment and Natural Resources
Div;sio� of Nlater Guality
Pztr;ck L McCro�y Coleen H. Sui!:ns
Govemar Direc[or
Donal� R. van de• Vaart
Secretan
Attachment L: Low Impact Bridge Replacement Process
Project Number (aka WBS number): 176P.5.R.53
Bridge No. 380062 over Knap of Reeds Ck. on SR 1004-01d NC 75 in Granville Co.
This project can be characterized as meeting the parameters associated with the Low
Impact Bridge Process as agreed to on October 6, 2009. Accordingly, this project
meets the documentation requirements and approval procedures under NEPA, as
defined by FHWA, for Low Impact Bridge Replacements. This project meets the
standards of NCDOT Minimum Criteria Rules.
Date: April 3, 2016
Applicant Name: Joey Hopkins, P.E.
Applicant Address: 2612 N. Duke Street
Durham, NC 27704
Primary Contact for Project: Chris Murray, PWS
Phone Number: (919) 220-4633
Is this an after-the-fact application:_Yes X No
River Basin: Neuse River
Stream Classification: WS-IV NSW with DWR Index Number of 27-4-(6)
Regulatory Authorization Options for this Activity
Federal: Stream
State: Stream and Riparian Buffer Authorization
Local: None
Project Description: See attached spread sheet for project-specific information.
Permanent Impacts: See attached permit drawings and summary sheets. Note stream
and riparian buffer impacts.
Stormwater Information: See at ched stormwater management plan.
Signature:
Print Name: Christopher A. Murrav. PWS
Title: Division 5 Environmental Supervisor
T��spor+a:ion Pe:m:t��g U�it
1550 M1�a:: Service CerrE..-� Raleig�. ,`:o� Cs ��'�na 27559465C
Locaticn: ?321 Crabvee 81vd., R�3+oigh, .vo�t4 C��o ^a 2� 604
P�o�a: 979-Y3-77851 FAX: 919-7?3r893
I^cer^e;: hC,��S'h2ae�vstater.r„uslncHefia.asr
FiE;. �i(:::,r.-:�lA�rr.:^.ic:Ac..:-,
1V�orthCarolina
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