20180117 Ver 1_B-4789 - B4789_Permit Drawings_20180130_20180206

� �j����� ���, North Carolina Department of Transportation
Sti)1't73tiVrd1P'F Highway Stormwater Program
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STORMWATER MANAGEMENT PLAN �-��---•
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 38559.1.2 TIP No.: B-4789 County�ies): Pitt Page 1 of 1
General Project Information
WBS Element: 38559.12 TIP Number: B-4789 Project T pe: Brid e Replacement Date: 9/6/2017
NCDOT Contact: Galen Cail Contractor / Desi ner: James Rice
Address: 1000 Birch Ridge Dr. Address: 555 Fayetteville St., Suite 300
Raleigh, NC 27610 Raleigh, NC 27601
Phone: [phone] Phone:[phone]
Email: cail ncdot. ov Email: 'ames.rice hdrinc.com
Cit ITown: Bethel Count ies : Pitt
River Basin s: Tar-Pamlico CAMA Count ? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.07 mi Surroundin Land Use: Rural/Agricultural
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.3 ac. 0.3 ac.
Typical Cross Section Description: 2 lane road: (2) 10 foot travel lanes with 3 foot paved shoulders - Total width of 26' 2 lane road: (2) 10 foot travel lanes - Total with of 20'
Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 80 Year: 2040 Existin : 40 Year: 2013
General Project Narrative: The bridge on Alpine Taylor Road (SR 1424) is being replaced. The existing 50' long bridge will be replaced with a 2 span cored slab bridge with an overall length of 85 feet.
(Description of Minimization of Water Impacts were minimized to the surrounding area by maintaining existing drainage ditches where feasible. Deck drains will not be required for the proposed bridge; bridge deck
Quality Impacts) drainage will be collected off the bridge and discharged outside of the buffer area. Reworked driveways will be constructed of earthen material limiting the addition of impervious
area to the project site.
Waterbody Information
Surface Water Body (1): Grindle Creek NCDWR Stream Index No.: 28-100
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments: pH
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico
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)

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DETOUR
WETLAN D AN D
STREAM IMPACTS
PERMIT DRAWING
SHEET OF
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT
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PITT CO U1�TY
LOCATI011t: BRIDGE #164 OVER GRINDLE CREEK ON SR 1424
TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING, A111D STRUCTURE
----- �0 5�7 1425----
---- ����`�----
END TIP PROJECT B-4789
-L- STA. 15 + 90.00
BEGIN CONSTRUCTION
-Dl- STA. 10 + 35.00
END BRIDGE
-L- STA. 14 + 41.23 I
BEGIN BRIDGE � � �
-L- STA. 13+53J7� �� ; 4
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� i/ I�END CONSTRUCTION
i� -D2- STA. 11 + 65.00
BEGIN TIP PROJECT 6-4789
-L- STA. 12 + 2 0.00
---- TQ MM' 13�--- --�
SR l=F'=4 rAU='lNC —1 A7ZOR h'C�l �0' GRAVtL
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED I
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Prepa�ed in t/,� Office of: HI'DRAULICS ENGINEER DIVISIOIY OF HIGHWAYS
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH HDR Engineering, Inc. of the Carolinas STATE OF NORTH CAROLINA
ADT 2013 = 40 ��� 555 Fayetteville St., Suite 900 Raleigh, NC 27601
so z5 0 50 �oo N.C.B.E.L.S. License Number: F-0116 ���� �av��:,
ADT 2040 = 80 �<< � r�
�% q��,
K= 0 % LENGTH ROADWAY TIP PROJECT B-4789 = 0.053 MILES zois srnxnAnn seeciFicarro�vs ��a`� � `�'���
PLANS �
D= 0 % PHILLIP E. ROGERS, P.E. n.c. ,� �
LENGTH STRUCTURES TIP PROJECT B-4789 = 0.017 MILES Peo�ec� eNciNscx srcNarunE: ���`
50 25 0 50 t00 T- p % RIGHT OF WAY DATE: � �
ROADWAY DESIGN �C�
V= 50 MPH TOTAL LENGTH TIP PROJECT B-4789 = 0.070 MILES NOVEMBER 10, 2017 ��� i
ANTHONY G. THOMPSON, P.E. ENGINEER \�� s� �
PROFILE (HORIZONTAL) (TTST=O% + DUAL=O%) rao�crnr,s�cx raxcmEars �p ��„���
5 2.5 0 5 10
FUNC CLASS = LETTING DATE: �����
LOCAL RURAL MARCH 28, 2018 HEATHER LANE, P.E.
PROFILE (VERTICAL) SUBREGIONAL TIER NCDOT CONTACT
P.E.
S7GNATU7tE:

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WETLAN D AN D
STREAM IMPACTS
TOTAL TEMPORARY STREAM
IMPACTS = 28 LF
LEGEND:
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PROJECT REFERENCE NO. SHEET NO.
B-4789 4
fLW SHEEf NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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1� NOT USF. FOR ! W ACQU[SITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�♦� HDR Engineering, Inc. of the Carolinas
J 555 Fayetteville SL Sw�e 900 Raleigh, N.0 27601
N.C.B.E.LS. License Number. F-0116
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WETLAN D AN D
STREAM IMPACTS
TOTAL TEMPORARY STREAM
IMPACTS = 28 LF
LEGEND:
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PROJECT REFERENCE NO. SHEET NO.
B-4789 4
fLW SHEEf NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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1� NOT USF. FOR ! W ACQU[SITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�♦� HDR Engineering, Inc. of the Carolinas
J 555 Fayetteville SL Sw�e 900 Raleigh, N.0 27601
N.C.B.E.LS. License Number. F-0116
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PROJECT REFERENCE NO. SHEET NO.
B-4789 5
ROA�WAY DESIGN HYDRAULICS
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9O i ' ; : BRIDGE HYDRAULIC DATA � �� � '� '� � �
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��- i tr i_ OESIGN DISCHAf7GE = 1815 Cf5 i i I I� �� - - -
OESIGN FREOUENC/ = 25 YRi I�� i I I� I I i- t r T r , rr 7 ? fir � �
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' -' ' BASE DISCNAHGE = 2777 C£5 ' _'. 1 ' ��-' 'I''I�': 1. ' ' l;
�` . � .. �� � BasE FREavENcr = roo rRS EL = 4/.47' � . �� �1 EL = 49J0' �1 i �, �1 i �i � EL = 4121' ,�{ F 1�� � �{ `!
HO t� h- � �- -i � i� � t t t - t t- � t�� -- - -� t - �-t 7-i-i-' DOCUMENT NOT CONSIDERED FINAL
�- BASE H{y ELEVAT10N = 427 FT __ � K=.39 �� K= S8 - �� UNLESS ALL SIGNATURES COMPLETED
� � � OVERTOPPING DISCHAl7GE - 84/ CF$ K - �� �
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OVERTOPPdyG FREOUEHCY= -5 YRS �C 100� I I i VC = I6O� I/ VC = IOO� I/
OVERTOPPiNG ELEVAT�ON ='�09 FT OS = 50 MPH � I I ! DS = 35 ry�PH �5 = 35 ry�PH �1� HDR Engineering, Inc. of the Carolinas
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J 555 Fayefle�ille St, Smte 900 Raleigh, N.0 27601
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� N.C.B.E.L.S. License Number. F-0116
.-.. --.. ..� DATE OF SURVEY = 03/03/200 .. .. .. . . .. ..
I �S.ECEVAnON END BRIDGE
i T DATf OF SUt7VEY ' jj FT BEGIIy BRIDGE -L- STA,14+40.00
60 , -L- STA.13+55.00 EL. = 43.OT '
BEGIN GRADE EL. = 43.03' BEGI APP. SLAB I I I I I; f -F -:� l-= i.. i.- 6 0
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� _ � BEGIN APP. SLAB EL. = 92.94' � Y � � � � -
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EL. = 9093' , i r , ,, i,, i i r
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. _ L_._' ._ 1_LL_I_I1_ _L_._I_I.1_.L _._I 11_.L._._ .J1_L.L . . _I.1_LL._ _I_�. �_I_I-I_I. . � LI-I_I_�. ,. � I_I-I_I. . . �_ _I� � � I I -. I-I_ . I. � . . ; . . . . .
. �_ _�_� I . . .I__ I . .�_� _._.' . . . ._ _ __-- . . .J_1. __._' __I__
I � � _ � I . I � - � � � � � :
�r ��i-�--i� rr �--i� r-�--i� r 1�i- i--i�r t-� i i i i� i i - i i �� k i--i rr �� � ,' r �T
i---rr-r -*-r-r� � t t t � i t t t-- �� r t--t -r�
o _�_ �-r�,�i ---_� �� L �: � i i i ��. i i o o - i �- � �� i- i � �; _. PERMIT DRAWING o
_�r �_��� rr:,� _,-�� r. -�� . _ , - � � � � �---� r _ SHEET _ OF _
- - � i7 �� _ � =1=1 � � r-1= �:� �-�_� ; � - -
SEE SHEET 4 FOR -Dl- PLAN SEE SHEET 4 FOR -D2- PLAN
10+00 11+00 12+00 10+00 11+00 12+00 13+00

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 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)
1 13+85 to 14+20 BRIDGE 0.01 28
TOTALS*: 0.01 0 28 0
*Rounded totals are sum of actual impacts
NOTES:
2016 09 09