HomeMy WebLinkAbout20160204 Ver 1_Bridge No 427 WBS No 17BP 7 R 86 - Part 3_20160301Carpenter,Kristi
From:
Thomson, Nicole J
Sent: Tuesday, March O1, 2016 3:41 PM
To: David.E.Bailey2@usace.army.mil; Wanucha, Dave
Cc: Carpenter,Kristi; Parker, Jerry A; Powers, Tim
Subject: Bridge No 427 over Rose Creek on SR 2704 (Poley Rd), Guilford Co, WBS No.
17BP.7.R.86 - Part 3
Attachments: SF-400427_Permit Drawings_Stream Impacts_20160209.pdf; SF-400427_Permit
Drawings_Buffer Impacts_20160209.pdf; Bridge 427 Rose Creek.pdf; SF-400427
_HYD_SM P_20160209.pdf
Nicole J. Thomson
Division Environmental Supervisor Assistant
Division Environmental Office
919-754-7806 Mobile
Nithomson2(cancdot.qov
PO Box 14996
Greensboro, NC 27415-4996
,4 � � �Y* _
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY
GOVF.RNOR
Memorandum to
From:
Subject:
ANTHONY J. TATA
SF,CRETARY
January 13, 2014
Pam Williams, Transportation Program Management Unit
Jerry Parker, Division 7 Environmental Supervisor
Jared Gray, Environmenta] Program Supervisor
Natural Environment Section, Biological Surveys Group
Protected species screening memo associated with the
replacement of Bridge No. 427 over Rose Creek on SR 2704;
Guilford County; Design Build Project; WBS 17BP.7.R.70.
Proposed Bridge Replacement Project
The proposed project calls for the replacement of Bridge No. 427 on SR 2704
(Poley Road) over Rose Creek in Guilford County. No federally listed aquatic species
have been recorded for Guilford County. Rose Creek is located in the Cape Fear River
Basin, where federally listed Cape Fear Shiner is known to occur. From the project site,
Rose Creek flows 2.3 miles before entering the Haw River. A map of the project site is
attached.
NCDOT Biologist Jared Gray from the Biological Surveys Group did a review of
the North Carolina Natural Heritage Program (NHP) database on December 31, 2013, to
determine if there were any records of listed aquatic species within the proposed project
study area or receiving waters. Furthermore, the nearest record of any federally listed
aquatic species is over 40.0 miles away in the Haw River for the Cape Fear Shiner in
Chatham County. Therefore the biological conclusion for the replacement of Bridge No.
427 over Rose Creek is No Effect for any aquatic species.
File: 17BP.7.R.70
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
Rn�eicH NC 27699-1548
TELEPHONE: 919-707-6000
FAX: 919-212-5785
WEBSITE: NCDOT. GOV
LOCATION:
CENTURYCENTER, BUILDING B
1020 BIRCH RIDGE DRNE
Rn�eicr+ NC 27610
Hi hWa North Carolina DepartmenY of TransportaYfon "` �
�Stormwater
„<„ „_,,, Highway Stormwater Program �
� �','
STORMWATER MANAGEMENT PLAN
(Version 2.03; Released October 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.7.R.86 TIP No.: SF-400427 County(ies): Guilford Page 1 of 2
General Project Information
WBS Element: 178P.7.R.86 TIP Number: SF-400427 Pro'ect T e: Brid e Re lacement Date: 2/9/2016
NCDOT Contact: William G. Galen Cail, PE Contractor / Desi ner: TGS En ineers David B. Pett , PE
Address: 1590 Mail Service Center Address: 706 Hillsborough Street
Raleigh, 27699-1590 Suite 200
Phone: 919-707-6711 Phone: 919-773-8887 Ext. 104
Email: cail@ncdot. ov Email: d ett Qa t sen ineers.com
Cit /Town: Browns Summit Count (ies): Guilford
River Basin(s): Ca e Fear CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Descri tion
Pro'ect Length (lin. miles or feet): 395 feet Surroundin Land Use: Forest, cropland, rural residential
Pro osed Pro'ect Existin Site
Pro�ect Built-U on Area (ac.) 0.3 ac. 0.3 ac.
Typical Cross Section Description: Two 9' wide paved travel lanes w/ shoulders paved to face of guardrails (varies 0' to 5.5') Two 9' paved travel lanes with 0' to 7' wide grassed shoulders and grassed side slopes
and 3' wide grassed shoulders behind guardrail. Outside of guardrails are 3' to 5' wide ranging from about 1.5(H):1(V) to 3(H):1(V).
grassed shoulders and 1.5(H):1(V) to 3(H):1(V) grassed side slopes.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 200 Year: 2015 Existin : 200 Year: 2015
General Project Narrative: Replacement of Bridge No. 400427 on SR 2704 (Poley Road) over Rose Creek in Guilford County northeast of Browns Summit, NC. Proposed 65' long by 27' wide single-span
(Description of Minimization of Water bridge to replace existing 52' long by 23' wide triple-span bridge.The proposed grade is about 0.5' above existing grade in the vicinity of the bridge and roughly matching existing
Quality Impacts) by about 80' left of stream and about 50' right of stream (looking downstream). Bridge No. 400427 is within the Cape Fear River Drainage Basin and shall adhere to the Jordan
Lake Riparian Buffer Rules. Proposed bridge to be located in same location as existing bridge. Runoff from the existing bridge discharges directly in the stream, however the
proposed bridge will have no direct discharge into the water. No deck drains will be installed. Stormwater runoff from the proposed bridge is to flow to two proposed drop inlets at
the east approach. Runoff will be discharged at minimum practicable slopes, yeilding minimum velocities and diffused with a riprap pad at the pipe outlet (Q10=0.4 cfs, V10=0.3
ft/s), which the existing drainage does not benefit from. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable.
There is a 0.01 acre wetland in the southeast quadrant located about -L- Sta. 14+60, starting roughly 10' outside proposed limits of disturbance. No wetland impacts anticipated
due to proposed project. There is a primary perrenial Unnamed Tributary to Rose Creek (SB; buffered per 1977 soils map and USGS quad) in the southeast quadrant with two
secondary intermittent streams (SC shown buffered & SD not buffered) feeding it. Anticipate 35 linear feet of permanent impacts to UT to Rose Creek (SB) due to streambank
stabilization. Streambank is to be lined with Class II Rip Rap on Geotextile. No other stream impacts and no utility relocations anticipated due to proposed project.
Waterbod Information
Surface Water Body (1): Rose Creek Apple Pond NCDWR Stream Index No.: 16-8
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV)
Su lemental Classification: Nutrient Sensitive Waters NSW
Other Stream Classification: None
Im airments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Rose Creek A le Pond Buffer Rules in Effect: Jordan Lake
Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? No
Deck Drains Dischar e Over Water Bod ? 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)
:�.;
Hi�;Ylwdy North Carolina Department of Transportation
btOCYY1WFlt�i' Highway Stormwater Program
�.;�
STORMWATER MANAGEMENT PLAN
(Version 2.03; Released October 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: SF-400427 County ies): Guilford Pa e 2 of 2
Preformed Scour Holes and Energy Dissipators
Station & Coordinates Drainage Pipe/Structure BMP
Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Pro'ects Water Bod T e Ri ra T e ac Structure in cfs f s Buffer Rules?
-L- 13+99 RT (1)Rose
4 Creek (Apple Riprap Apron / Pad Class 'B' 0.1 Pipe 15 0.4 0.3 N/A
36.2423°/-79.6273° pond)
4
4
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
uissiparors tor Gulverts and Ghannels (July 2006), as applfcable, tor desfgn guidance and crfteria.
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G UILFORD CO U1�lTY
LOCATION: BRIDGE NO. 400427 OVER ROSE CREEK
ON SR 2704 (POLEY RD)
TYPE OF WORK GRADI11lG, DRAIIVAGE, PAVING, AND STRUCTURE
BEGIN BRIDGE
—L— STA. 11 + 30.00 —�— STA. 12 + 91.33
BEGIN PROJECT
176P. 7. R.86
TO SR 2703 I 1
(CHRISMON Rp� � �
--
--
, ---
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
W i
CJ � I
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END BRIDGE
—L— STA. 13 + 5 8. 6 7
�s UT TO ROSE
CREEK (SB) ,
____E'.z_ _ _.. . _ .
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BUFFER IMPACTS
rv�� �
WETLANDS TO HW1' 150
� �� �e� �� G�
„ � � �_ ,� �, �s - .� �o —L— STA. 15 + 2 5 . 00
�`° END PROJECT
J�`�`'� �°�F 17BP.7.R.86
�c,?�k,� ��
� v� �F�
�i� /�1+
2� �
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS owr
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�NS PREPARED e,,: P�,Ns P�PA�o Fon: ENGINEER �ea� °` �°,,��
ADT 2015 = 200 �� TGS ENGINEER$ NCDOT �
20 10 O 20 40 �� 804—C N. LAFAYETTE ST PRIORIN PROJECTS UNIT � �
T= b %* LENGTH ROADWAY PROJECT 17BP.7.R.86 #400427 =0.062 MILES � SHELBY,NC 2st5o � �
LENGTH $TRUCTURE PROJECT 17BP.7.R.86 #400427 =0.013 MILES r� 1020 Birch Ridge Dr. n
P�iN$ V= 55 MPH � PH (704) 476-0003 Raleigh, NC 27610 P.e. ��P oF sQ°��
CORP. LICENSE NO.: C-0275 y @
* TTST —3% +DUAL =3% TOTAL LENGTH PROJECT 17BPJ.R.86 #400427 =0.075 MILES srcharuns: T�""
20 10 0 20 40
� � LEONARD G. FLETCHER PE ROADWAY DESIGN RIGHT OF WAY DATE:
� PROJECT ENGIhEER ENGINEER
PROFILE (HORIZONTAL) FUNC CLASS = RURAL — APRIL 21, 2015
LOCAL R.E. BURNS & soNs co
P. O. BOX T 168
4 Z O 4 $ S7ATESV�LLE. NC 28687 RIOJECT DESlGN ENG/NEER LETTING DATE:
PH fT04)92<-86C6
PROFILE (VERTICAL) SUB REGIONAL TIER PE APRIL 21, 2015
2012 STANDARD SPEC7FICATIONS S7GNAT[IRE:
6F-400427 PermitDrawiii� tsh buffer.denl/IS/201610:0225AMTGS
Buffer Zone (BZ) Impacts B U F F E R ZO N E I MPACTS
Area of Allowable Area of Allowable EXISTING BRIDGE DIMENSIONS 52'X23' (TRIPLE-SPAN), 90 DEG. SKEW
Bridge Impact Bridge Impact PROPOSED BRIDGE DIMENSIONS 65'X27' (SINGLE-SPAN), 105 DEG. SKEW
within BZl within BZ2 TOTAL PROJECT LENGTH - 395'
LEGEND � ;,� i i ;
��
SITE 2804 sq ft 919 sq ft
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17BP.7.R.86
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NOTES:
1. ROSE CREEK IS IN THE CAPE FEAR
RIVER BASIN.
2. JORDAN LAKE BUFFER RULES IN EFFECT.
3. NO DECK DRAINS REQUIRED.
4. CLEARING SHALL BE PERFORMED PER
NCDOT METHOD II.
5. NO UTILITY RELOCATIONS ANTICIPATED
DUE TO THIS PROJECT
GRAPHIC SCALE
20 10 0 20 40
SF-4U0427_Pcrmit Drawing�sh_buffer impacts.dgn 2/9/2016 10:03:44 AM TGS
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(STRUCTURES ITEM)
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PROJECT REFERENCE NO.
P E RM I T D RAW I N G �78P.7.R.86 f SF -400427J
FOR BRIDGE #400427 TGs TGS ENGINEERS
ENaiNE��Rs 706 H/LLSBOROUGH ST
� SU/TE 200
G U I L F O RD C O U N TY r� PH �9/9) 77328887
CLASS B RIP RAP
DISSIPATOR PAD
Q2 = 0.3 CFS
V2 = 0.3 FTiS
Q10=0.4 CFS
V10 = 0.3 FTiS
12
JERRY D. APPLE
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NC GRID
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ALL SLOPES STEEPER THAN = � \
2:1 SHALL BE LINED WITH
ROCK PLATING WETLAND� SHALL NOT BE DISTURBED
13
RICHARD L. APPLE
& JERRY D. APPLE
PERMIT DRAWING SHEET 1 OF 2
PROJECT REFERENCE NO.
BufferZone (BZ)Impacts BUFFER ZONE IMPACTS PERMIT DRAWING �78P.7.R.86 fSF-400427J
FOR BRIDGE #400427 TGS ENGINEERS
Area of Allowable Area of Allowable EXISTING BRIDGE DIMENSIONS 52'X23' (TRIPLE-SPAN), 90 DEG. SKEW ETiGs 706 H/LLSBOROUGH ST
Bridge Impact Bridge Impact PROPOSED BRIDGE DIMENSIONS 65'X27' (SINGLE-SPAN), 105 DEG. SKEW � SU/TE 200
within BZl within BZ2 TOTAL PROJECT LENGTH - 395' RALE/GH.NC 2T6o3
� GU I LFORD COU NTY PH �9/9) 773-8887
LEGEND � ;,� i i ;
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_ - � �-- ��
Z � =--- — �
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- �.� M��ES +/- �
-- , � — — — ro i5o
�__ _ ________ � l � , GI _ -
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b --- - - \ � ------- l9' BST � -- - - - -- --- —
-- - -
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l
�'7�r�i1STIN,G R/ � �� �� I,I i�i �� � !� i (I I �' � i,l i�l C'./— � -� — —
BEGIN PROJECT �,D � = ' r�'_`-�`� - ;� _ � c_ �7 � � � ��, �r�,� _f _,�, 8� -i-�-�--- E ��Twc Riw
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17BPJ.R.86 w000s �� � �, � �TB —��— „ � \I/ `/.��-��tse �
—L— STA. 11 +30.00 P E `' � �� �T6 ���B J�� �/�- -`����� �
� CLASS II RIP RAP / {�� T�,� `.1B � �
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"\J" �"\J" �.�J�� � CLA55.11 RIP"RAP C � B I� � \ O
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RICHARD L. APPLE � � ti �O - W) � �, c� 17 P.7.R.86
%-��'c�,� / � w000s , ��v� � eZ1 / � �az ���m � � —L— STA. 15+25.00
& JERRY D. APPLE �v � � � ' m � � - � �
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NOTES: _f �� � � i� � � ti � � 2:1 SHALL BE LINED WITH
1. R O S E C R E E K I S I N T H E C A P E F E A R 8 5� j m�. / � � R O C K P L A T I N G W E T L A N D� S H A L L N O T B E D I S T U R B E D
RIVER BASIN. � � � � 13
2. JORDAN LAKE BUFFER RULES IN EFFECT. � �
� � ��6�5�� I �" RICHARD L. APPLE - �
3. NO DECK DRAINS REQUIRED. I 8C JERRY D. APPLE
�
4. CLEARING SHALL BE PERFORMED PER 1��, �
NCDOT METHOD IL �
�
�
5. NO UTILITY RELOCATIONS ANTICIPATED j/ �� `�,. \ / i
DUE TO THIS PROJECT � � i , �� � �
GRAPHIC SCALE `'� i, � �� \��� � �
�� �� � �� 40 � � �1� � �m PERMIT DRAWING SHEET 2 OF 2
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SF-4U0427_Pcrmit Drawing�sh_buffer impacts.dgn 2/9/2016 10:06:34 AM TGS
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G UILFORD CO U1�lTY
LOCATION: BRIDGE NO. 400427 OVER ROSE CREEK
ON SR 2704 (POLEY RD)
TYPE OF WORK GRADI11lG, DRAIIVAGE, PAVING, AND STRUCTURE
BEGIN BRIDGE
—L— STA. 11 + 30.00 —�— STA. 12 + 91.33
BEGIN PROJECT
176P. 7. R.86
TO SR 2703 I 1
(CHRISMON Rp� � �
--
--
, ---
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
W i
CJ � I
O�
�
END BRIDGE
—L— STA. 13 + 5 8. 6 7
�s UT TO ROSE
CREEK (SB) ,
____E'.z_ _ _.. . _ .
^O
J,��a.
.
�c,Z�c,`�� �
� ��
�
� �O�'
�._
�
WETLAN D AN D
STREAM IMPACTS
rv�� �
WETLANDS TO HW1' 150
� �� �e� �� G�
„ � � �_ ,� �, �s - .� �o —L— STA. 15 + 2 5 . 00
�`° END PROJECT
J�`�`'� �°�F 17BP.7.R.86
�c,?�k,� ��
� v� �F�
�i� /�1+
2� �
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS owr
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�NS PREPARED e,,: P�,Ns P�PA�o Fon: ENGINEER �ea� °` �°,,��
ADT 2015 = 200 �� TGS ENGINEER$ NCDOT �
20 10 O 20 40 �� 804—C N. LAFAYETTE ST PRIORIN PROJECTS UNIT � �
T= b %* LENGTH ROADWAY PROJECT 17BP.7.R.86 #400427 =0.062 MILES � SHELBY,NC 2st5o � �
LENGTH $TRUCTURE PROJECT 17BP.7.R.86 #400427 =0.013 MILES r� 1020 Birch Ridge Dr. n
P�iN$ V= 55 MPH � PH (704) 476-0003 Raleigh, NC 27610 P.e. ��P oF sQ°��
CORP. LICENSE NO.: C-0275 y @
* TTST —3% +DUAL =3% TOTAL LENGTH PROJECT 17BPJ.R.86 #400427 =0.075 MILES srcharuns: T�""
20 10 0 20 40
� � LEONARD G. FLETCHER PE ROADWAY DESIGN RIGHT OF WAY DATE:
� PROJECT ENGIhEER ENGINEER
PROFILE (HORIZONTAL) FUNC CLASS = RURAL — APRIL 21, 2015
LOCAL R.E. BURNS & soNs co
P. O. BOX T 168
4 Z O 4 $ S7ATESV�LLE. NC 28687 RIOJECT DESlGN ENG/NEER LETTING DATE:
PH fT04)92<-86C6
PROFILE (VERTICAL) SUB REGIONAL TIER PE APRIL 21, 2015
2012 STANDARD SPEC7FICATIONS S7GNAT[IRE:
6F-400427 Permit Drawiii� tsh stream.den 1/15/2016 10:0021 AM TGS
ROSE CREEK IMPACTS
Length Type Description
Permanent 0 ft None No Permanent Impacts.
Temporary 0 ft None No Temporary Impacts.
12
JERRY D. APPLE
�' �,�' � FIELD
�, � �
y
� Q
�\ jJ �
------------------ - O
�.� ,,�
--- �---c�- E XI S T I N
UT TO ROSE CREEK IMPACTS
Length Type Description
Temporary 0 ft None No temporary impacts.
� ----- � R/ W o �;
� j
,12'RCPj — � _
----- -------- ,
- - --- -- -- -- -L -�v
-- -
RETAIN �
- ------- ------- ------- -_� F
- - __------ ------F -----/
---- ------ F ----
0.4 MILES fi- -
17BP.7.R.86
-L- STA. 11 + 30.00
�' �-.�� � ���-' �-v�-�'�
NOTES:
1. ROSE CREEK IS IN THE CAPE FEAR
RIVER BASIN.
2. JORDAN LAKE BUFFER RULES IN EFFECT.
3. NO DECK DRAINS REQUIRED.
4. NO STREAM IMPACTS ON INTERMITTENT
UNNAMED TRIBUTARIES TO ROSE CREEK.
5. CLEARING SHALL BE PERFORMED PER
NCDOT METHOD II.
6. NO UTILITY RELOCATIONS ANTICIPATED
DUE TO THIS PROJECT
GRAPHIC SCALE
20 10 0 20 40
SF-4U0427_Pcrmit Drawing�sh_stream impacts.dgn 2/9/2U16 10:2439 AM TGS
_ -�" SR 2704 (POLEY RD,
------ ---- l9' BST
\\ F ----_____--- --
F ----
� , ��ISTl�1G Rf�. �'��,-'��'a_�= `� _-r�- r�� l`� ��-C�'���
(� ` —
-- �
W���S �
- CLASS II RIP RAI P �
�i_'��J �� �-U � �-��J C� � —�.� � (slaucruRes iren�,�
13
RICHARD L. APPLE
& JERRY D. APPLE
WOODS
PDE
n
�
PROJECT REFERENCE NO.
P E RM I T D RAW I N G 178P.7.R.86 f SF -400427J
FOR BRIDGE #400427 TGs TGS ENGINEERS
EN�iNE��Rs 706 H/LLSBOROUGH ST
GUILFORD COUNTY � s",�� �°°
� RALE/GH, NC 27603
PH (9/9) 773-8887
STREAM IMPACTS
EXISTING BRIDGE DIMENSIONS 52'X23' (TRIPLE-SPAN), 90 DEG. SKEW
PROPOSED BRIDGE DIMENSIONS 65'X27' (SINGLE-SPAN), 105 DEG. SKEW
TOTAL PROJECT LENGTH - 395'
WOODS
CLASS B RIP RAP
DISSIPATOR PAD
Q2 = 0.3 CFS
V2 = 0.3 FTiS
Q10=0.4 CFS
V10 = 0.3 FTiS
12
JERRY D. APPLE
8
+
�
WOODS
NC GRID
NAD 83 NA 2011
PDE PDE PDE
��
EXISTWG R/W ____; --------
�
1 i ,F �
�� 1�1'�I 1 I J � --- -- �-�
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C5� � -
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- � i �Au F� +/-
�E PDE PDE�' " - PDE
��
i'ti�'-
�) �� I 5 IINIPI S:1P5 OPE
-C � AROUND RADIUS (THIS
� qUADRANT ONLY)
� �� � woo�s
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�� �
O�
� �
I
TB 2GI � �' �
��"�—�����'� �-' ��—����� ��� �'��
� -` �— EXISTING R/W
``— f�-- — � �� � THIS END IS PLUGGED
—_S�B�— � \ � v �� VyITH GROUT AND BURIED
�-��TB
�T� TB TB � �� --�TB G�
UT TO ROSE `�� Tg � TB \" o
CREEK (SB) ~m� � —\'e � -� \
w/J� � j� � ��
ti
WOODS
y��� m� � r� � END PROJECT
"���� ,�� z� �, c� 17BP.7.R.86
�� � �� � � � -L- STA. 15 + 2 5.00
���� m �� � �
0
� � �I Wo �\ �
_ � �
ALL SLOPES STEEPER THAN �yETLANDS SHALL NOT BE DISTURBED
2:1 SHALL BE LINED WITH
ROCK PLATING
(SEE SHEET 4, CROSS SECTION 13+75)
13
RICHARD L. APPLE
& JERRY D. APPLE
PERMIT DRAWING SHEET 1 OF 4
ROSE CREEK IMPACTS
Length Type Description
Permanent 0 ft None No Permanent Impacts.
Temporary 0 ft None No Temporary Impacts.
UT TO ROSE CREEK IMPACTS
Length Type Description
Temporary 0 ft None No temporary impacts.
/ j
�
12
JERRY D. APPLE
�� �
� �
� � I
FIELD � WOODS
� I
�
Q
�
� � ;/
� � PDE PDE —
,---�c�- EXISTING R/W w
- , I2"RCP; � -_ � J
----
- -- -- -- -- -�
_
-� i RETAIN - - �_.0 y i� � C
---- ------- ---- ' p F � � � � � � r r� �1�,�
-- __------------------------- �.�1
�� 0.4 MILES f/- --- "'i �'
----
-------V------ ----
- q � - - -------
b
------
�
17BP.7.R.86
-L- STA. 11 + 30.00
� , - � -�,
� J. .�,� 1� � �- � �-'
I
NOTES:
1. ROSE CREEK IS IN THE CAPE FEAR
RIVER BASIN.
2. JORDAN LAKE BUFFER RULES IN EFFECT.
3. NO DECK DRAINS REQUIRED.
4. NO STREAM IMPACTS ON INTERMITTENT
UNNAMED TRIBUTARIES TO ROSE CREEK.
5. CLEARING SHALL BE PERFORMED PER
NCDOT METHOD II.
6. NO UTILITY RELOCATIONS ANTICIPATED
DUE TO THIS PROJECT
GRAPHIC SCALE
20 10 0 20 40
SF-4U0427_Pcrmit Drawing�sh_stream impacts.dgn 2/9/2U16 10:22:44 AM TGS
WOODS
� -�" SR 2704 (POLEY RD,
� l9' BST
\\ F -----_____- ---
F --- ��_
- �y��-1 � ( ' � � S� (`'� 1 ", ���
; �—c� �=- -- --- �
�� Q —
w
a
� CLASS II RIP RAI P �
L ���� �I—L, �; � - _ (STRUCTURES ITEM)
13
RICHARD L. APPLE
& JERRY D. APPLE
� /,
6g5�' ,
V
I
PROJECT REFERENCE NO.
P E RM I T D RAW I N G 178P.7.R.86 f SF -400427J
FOR BRIDGE #400427 TGs TGS ENGINEERS
EN�iNE��Rs 706 H/LLSBOROUGH ST
GUILFORD COUNTY � s",�� �°°
� RALE/GH, NC 27603
PH (9/9) 773-8887
STREAM IMPACTS
EXISTING BRIDGE DIMENSIONS 52'X23' (TRIPLE-SPAN), 90 DEG. SKEW
PROPOSED BRIDGE DIMENSIONS 65'X27' (SINGLE-SPAN), 105 DEG. SKEW
TOTAL PROJECT LENGTH - 395'
� // J �
� ��
BM-1 � � �
c�� r � �
J ,%
WOODS
; ��
i����� � � , �
- CLASS B RIP RAP
DISSIPATOR PAD
��' Q2 = 0.3 CFS
V2 = 0.3 FTiS
Q10=0.4 CFS
V10 = 0.3 FTiS
12
JERRY D. APPLE
8
�
�7g
NC GRID
NAD 83 NA 2011
�
�� �
68� W000s � �
__ � � ��,
�
PDE
o -� �,EXISTWG R/W _ _ ,__ _ -
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— -ELBQW . .. ��" 'J . , ( ti�� a l" y�f N����� �`�� '-- ,, .
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� ------- � - — _ _
-� ��_, J C_ J � �_ -� -'l_, --
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I � `°' ' !
i: I i'.
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il�fll�fi�,l
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�� T8 � TE
,
- PDE PDE i" �- " PDE
�'-
- � �-'
-��� �
� �CLA55 II RIP RAP TO
� /� MAINTAIN 1.5:1 SLOPE �
AROUND RADIUS (THIS ��
�� qUADRANT ONLY) (^
� woo�s ' �
� — --� � �-- ---
--
TB 2GI � �
_ -- _ —F � , — �, ��. ��'��,
-��-5- -��- -(} �1'� ��,T,- ,�` � C��� r �'"l�(` � -"l"1 ��—�� - - - - - -
/� TH D I —
�-�� �,,g�� ___ -` - EXISTING R/W
-- � l� C� 5 PLUGGED WOODS
_ --l___ � �- --
—_S� w \ � �� M(ij�GROUT AN� BURIED
a--� o �
� T��-_.- TB TB ��� �T�G�
UT TO ROSE m`�� T���8 0 \� o
CREEK (SB) ~� 0 'e � �
J � � � � � �o
�/�` � � � END PROJECT
s
y �� m� � T��
����� �� �� z� y ��� � � 17BP.7.R.86
�� � � �� � �����' �� -L- STA. 15+25.00
���� m �� � �
0
� � �I Wo �\ �
_ � �
ALL SLOPES STEEPER THAN �yETLANDS SHALL NOT BE DISTURBED
2:1 SHALL BE LINED WITH
ROCK PLATING
(SEE SHEET 4, CROSS SECTION 13+75)
/
13
RICHARD L. APPLE
& JERRY D. APPLE
PERMIT DRAWING SHEET 2 OF 4
BEGI GRADE
—L — ST e ll f 30,(
ELEV = 690,83
►�•�
�. 1
Pl = 12+2/,00 EXISTING BRIDGE
EL = 687.8/' TO BE REMOVED
VC = l30'
K = 50 LOW SIDE
DS = 35 MPH �OW CHORD
�—�33/87i —'-- — �_� -------.
07"�/%`—
RESTORED FLOODPLAIN FLOW
AREA AT ABUTMENT 1= 34 SF
�
CLASS II RIP RAP
KEY-IN 3.5' (TYP.)
T
PROP. EXCAVATION TO ELEV. 680'
APPROX. W.S. ELEV. = 677.5'
ON DATE OF SITE VISIT (b/15/2015)
12 + 00
ST RUCT URE HYDRAULIC DAT A
DESIGN DISCHARGE _ 1100 CFS
DESIGN FREQUENCY = 25 YRS
DESIGN HW ELEVATION = 682.3 FT
BASE DISCHARGE _ 1500 CFS
BASE FREQUENCY = l00 YRS
BASE HVy ELEVATION = 683.57 FT
OVERTOPPING DISCHARGE = 2,600 CFS
OVERTOPPING FREQUENCY = 500 + YRS
OVER7"OPPIN� ELEVATION = 685.3Fx FT
xxOVERTOPPING ELEVATION REPRESENTS LOVyEST HIGH POINT ON DECK/ROADWAY,
W HICH OCCURS AT SAG @-L - ST A. 16+0/
SF-400427_Permit Urawing_pfl.dgn I/15/2016 10:50:50 AM TGS
C/L -L- STA. 13 + 25.00 -
PROP. 1 @65' -
24" CORED SLAB W/4'-0" DEEP CAPS -
PROP. GRADE = 687.04'
SKEW =105°
13 + 00
�I
I"�I'�(�>I���I 1.;I��:'
100 YR. W.S. ELEV. = 683.57'
25 YR. W.S. ELEV. = 682.3'
PROP. GRADE
—�------- =
EX. GRADE
RESTORED FLOODPLAIN FLOW AREA
AT ABUTMENT 2= 26 SF
1.5:1 NORMAL
SLOPE W/
CL. II RIP RAP (TYP.)
PROP. EXCAVATION TO ELEV. 680'
14+00
PERMIT DRAWING
FOR BRIDGE #400427
GUILFORD COUNTY
E D GRADE
—L — ST e l5 +25
ELEV = 685056
15+00
PERMIT DRAWING SHEET 3 OF 4
i
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690 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 70 15 20 25 30 35 40 45 50 55 60 65 70 75 690
Guilford County
0.020 0.�20 - - Bridge #400427
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680
W00427_Rd�_x�l.dgn IJ14J2016 L263 LPM TGS
65 60 55 50 45 40 35 30 25 20 15 10
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ALL SLOPES STEEPER THAN - :_:___ _ :'.
2:1 SHALL BE LINED WITH 685
ROCK PLATING (1.5:1 MAX) — —
� -----------------1•>80
���\ � -----------
�, i
675
695
690
685
----680
;75
590
585
580
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13 + 00.00 _ � � �� �, �; �, �� _ �, �� � �- ,,___ � ------ --------�5
. . ' _I+�
_ _ �
�RI DGE —L— STA. 12 + 91.33 -- � � � �-
_L _ PERMIT DRAWING SHEET 4 OF 4
5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75