20140289 Ver 1_Other_20130726

High�vay North Carolina Department of Transportation <•
Stnf171Wi1?PT Highway Stormwater Program I,�'I
STORMWATER MANAGEMENTPLAN -.--
(Vanion 7.Y; Releaaetl July 2D1 P) FOR IINEAR ROAOWAY PROJECTS
Pro ectlTlP No.: B-5543 Orid e 6200871 Coun[ ies : Moore Pa e 1 of 1
Generol Pro'ect Information
Pro'ect No.: B-5543 Brid e G20087 Pro'ect T e: Brid e Re lacement Date: 7/26/2013
NCDOT Contact: K le Ta lor Villa e of Whis enn Pines Contractor I Desi nar: WSP
Address �0 Pine Ridge Drive Address: Attn: Rana Stansell
Whlspering Pines. NC 28327 15401 Weston Parkway, Suile 100
Ca . NC 27513
Phone: [phone] Phone: [phone]
Email: kta br whis rin inesnc.net EmaiC rana.stansell ws rou .wm
Ci /Towre Town of Whis edn Pines Coun ies : Moore
River Basin s: Ca e Fear CAMA Coun ? No
Prima Receivin Water. Little River/Tha ard lake NCDWp Stream Index No.: 18-23- 5
NCDWQ Surface Water Classification tor Primary Receiving Water Prima : Water Su I III WS-III Class B
Su lemental: Hi h Qualit Waters HQW
Other S[ream ClasSification:
303 d Im airments: None
Buffer Rules in Effect
P Descrl on
Pro"ect Len th lin. Miles or faet : 0 095 miles Surroundin Land Use: Resitlential housing antl Lake
Pro P eet F�chtln Site
Pro'ect Bui1bU on Area ac. 0.30 ac. 023 ac.
Typical Cross Section DescAption: Roadway - 2T wide paved road with 2-11' lanes and 3' grassed shoulders (6' if Roadway -20' witle paved road with 2-10' �anes. Bndge - 2 span timber floor on steel I-
guardrail is pmvided). Bndge - 30' out-to-out width, 3 span 21" wred slab struclure with Beams with vertical timber end bents.
Average Daily Traffic (veh/hr/day�: Desi nlFulu�e. 200 v d R 2025 Existin : 100 v G 1�99i es�imatetl. NCDOi no lon er keeps vaRic recortls /or municipalities
Generai Project Narrative: Replace of B-5543 (Bndge 620087) on S Lakeshore Drive over Little Rived Thagard Lake. The bridge and associted roadway is owned and maintained by the Town of
Whispenng Pines. The bndge will be widened by approximately 10' lo meet current roadway standards. Discharge from the bridge is cureNry discharging into the Lake with
no treatmenL The proposed design collec[s drainage from the 6ridge and discharges it into a Preformed Scour hole to the souih west corner. This is a municipal project for
the Village of Whispering Pines. NCDOT is reviewing the project bW ihe Viilage of Whispering Pines is the responsible pariy for approving the projecl.
References

WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
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. (FromfTo) 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+14.94 13+17.94 0.002
2 13+60.06 13+63.06 0.002
TOTALS: 0.004
Revised 3/31/OS

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ROAD CLASSIFICATION 'b
s �
� nil[ �G
- Pnmary highway. Light�duty road, hard or �.,v,t,
. _'-�°0° `�E' hard surlace �mproved surlace � e9
.on¢rne Secondary highway.
hard surfate _ _ — Ummproved road
Interstate Route U S Route State Route
N: �
OUADRRNGLE LOG'iUN
REQUEST
CARTHAGE, N. C.
35079�C4-TF-024
1974
PNOTOINSPECTED 1980
U�H SISs IV Sw—SERIES V842

35' 16+' �..
3t IS51'
-��-' Soil Map---Moore County. North Carolina �
ry (B-5543 Bridge 87 over Thagard Lake) �
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� r�ausc�,�e: t:z,sooaa.rteema�ana�re(��^.ss•�y,rec
2 N �
0 35 70 140 230
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�� Naturel Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
i�.11n,U �r1J6ti�
.��rr.�f: rq•n�:
�
8/2912013
Page 1 of 3
:fi�"N
�' F ST'u

MAP LEGEND
Area of IMereat (AOq
� Area of Interest (AOq
Solls
Sai Map Und PWyBans
..� Sal Map UnR Li�s
� Sal Ma0 Umt Points
Special Palnt FeaNren
V Biowout
� 8orrow Pii
� Clay Spot
C CloseE Depression
� G2vel PN
.. Groveiry Spoi
� LanCfll
R La�a Fiow
�, Marsh or swamp
�. Mine or puerty
� Miscellaneoua Water
� Perennial Water
a.� Rocic Outcrop
.+ Saline Spot
. . SaMy Spot
�. Severery EroEetl Spot
(} Sinknole
� Slitle or Slip
� Sodic Spot
Soil Map--Moore Counry, North Carolina
(&5543 Bridge B7 over Thagard Lake)
� Sp011 Aree
O Slony Spot
�i very Srony Spat
"� NA4t Spo�
Olher
• Speclal Line FeaWres
Water Featuree
Slreams and Canals
Trenaportetlon
µ� Reils
iv Inlerstate Highways
US Routes
Ma)or Roeds
Local Roads
Backgrountl
. AenelPhotograp�y
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 124.000.
Werning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping end accuracy of soil line
placement. The maps do not show the small areas of contrastinq
soils that could have been shown at a more detailed scale.
Please rety on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources ConservaUon Service
Web Soil Survey URL�. http:/Iwebsoilsurvey.nres.usda.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps hom the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projeCion Mat preserves area, such as the
Albers equal-area conic projectwn, should be usetl if more accurate
calculations of tlistance or area are required.
This produG is generated from Me USDA-NRCS cert�ed data as of
the version date(s) listed bebw.
Soil Suney Area� Moore Counry. NortA Carofina
SurveyArea Data: Version t4, Jul 17, 2012
Soil map units are labeled (as space allows) for map scales 1:50, WO
or larger.
Date(s) aerial images were photographed: Feb 11. 2011--Apr 2,
20N
The orthophoto or other base map on which the soil lines were
compiled and di9Nzetl probabty tlMFers from the background
imagery displaye0 on these meDs. As a resutt, some minor shifting
of map unit boundanes may be evident.
� Natural Resources Web Soil Survey 8J292013
Conservation Service National Cooperative Soil Survey Page 2 W 3

Soil Map-Moore County, North Carolina
�Map Unit Legend�
B-5543 Bridge 87 over Thagard Lake .
� • . . � � � Moore.County; NorEh Carolina (NC125). ' �• . . . .
Map Unit Symbol . Map, Unit Name�. , Acres in.A01 . Percent of AOI .
Gh6' �Gilead loamy santl; 2.to 8 0.'I 0.5%.
percent slopes
Va6 , Vaucluse loamy sand, 2 to 8 ; 0.7 ' 2:8%
percent slopes.
VaD Vaucluse loamy sand; 8.to 15 6.3 24.4%
percent slopes. .
W VUater • 9.7 37.9%
We Wehadkee loam, 0 to 2.percent. �.8.8 . 34:4%
slopes, frequently flooded
Tofals for Area of Interest . 25.7 100:0%.

See 5/�el f-A For IMex of Sleets
BEGIN STi9;
—� STA. /0+
¢ �_--, � �
' SfAf�SHOURH DR
� I` GRAPHIC SCALES
U
� 50 25 0 50 100
�PLANS
� 50 25 0 50 1D0
O PROFILE (HORIZONTAL)
�5 2.5 0 5 lo
UponGll[ Nvon�u�
DESIGN DATA
ADT 1991 = 100
ADT 2025 = 200
DHV = NA %
D = NA %
T = NA% '
V = 30 MPH
• TfST =NA DUAL t
FUNC CLASS =
����
SUB REGIONAL TIER
�°lC�'1["� �1F N�ll�"11"l�l[l[ ���8��.�N.�
]D�`Y�Sg�N �1F 1H[���]][WA��
MOORE COU11tTY
LOCATIOK REPLACEMENT OF BRIDGE NO. 620087 ON
S.LAKESHORE DRIVE OVER THAGARD LAKE
TYPE OF WORK GRADING, PAVING, TRAFFIC C0IVTROL,
DRAt1VAGE, f�' STRUCTURES
WETLAND AND SURFACE WATER IMPACTS PERMIT
PROJECT LENGTH
LENGTH OF ROADWAV PROJECT �5543 = 0.075 MIIE
LENGTH Of STRUCTURE PROIECT �5543 = 0.020 MILE
TOTAL LENGTH PROIECT �5543 = 0.095 MILE
END STATE
—Ir STA. /S+
e
//
.
�5543
r.aDoraa ro rle anrz a,
DIVISION OF HIGHWAYS
I000 BiraF Aidte D.., Fabi�1 NC, 116I0
mu sr�nm,wn seFcm�runons
RIGHT OF WAY DAT6: BRIAN D. DEHLER. PE
yy_yy_yyyy PROJeLI6VG)NF611
M MI\/\
LEIT7NG DATE: JENN�FER C. STARNES. PE
i�i�-i�i�-Xiii�X PNOl6Cl D45(4V EY4fxtee
, B-5543
PERMIT DRAWING
SHEET � OF 6
��
�
HYDRAULlCS ENGfNEER
ROADWAY DESlGN
FNGM6C'R
INCOMPLETE PLANS
m xer ua � v. �nvomon
PREL[MINARY PLANS
m r,o. �.+..�,�.-�

w:��;
�:��:

�
a
12+50 13+00
13+50
+4.0223% /� +1.3703% FILL FACE Cd END BENT 1 SPAN A i�4-�FT. SLOPE SPAN B
PI STA. 12+65.00 -L- STA. 12+85.25 -L- EXCAVATE TO �/4%FT. SLOPE-
EL. 297.34' GRADE PT. EL. 297.50 1'-0"MIN. TO EL. = 288.44± EXCAVATE TO
VC = 100' EARTH BERM RETAIN EXISTING TO EL.= 288.44±
310 GRADE DATA NORMAL TO ABUTMENT 1
CAP (TYP.) •� TO EL. = 288.69 �
� (ABUTMENT 2 SIMILAR) EXISTING \
BEGIN FRONT SLOPE N SUBSTRUCTURE
STA.12+7q,72 -L- FIXED FIXED (BRIDGE °87) FIXED
300 GRADE PT. EL. 297.26 ''
...-••----•-- ---•----•-r-•� - - - - . _ . W
•-------•--•-•---•-•----•-••-•------ � �
LOW CHORD �� �I00 � � � I
EL.295.20± 2� EL._2�64 1 �� � NWS
290 _ EL. 287.69
o z a = 1 I � (03/13/13)__
�. �v �; --- � ��- —
��
1111
BOTT.OF CAP � - 11 11 '�•
280 EL. 291.12± o ;; .. ..�.1., ,.• , �
HP 12 x 53 STEEL �`�% <
PILES (TYP.) `y +, r �'�,
�v o a
270 RIP RAP CLA55 II 3, 0„� ry� ^'� o
(2 FT THICK) (TYP.)
�
BEGIN APPROACH SLAB
STA.12+74.25 -L-
-L-
TO FAIRWAY DR.
BEGIN FRONT SLOPE i
STA.12+74.72 -L-
FILL FACE CJ
END BENT 1
DRILLED PIERS �.� o
(ASSUMED) (TYP.)
END BENT 1 BENT 1 BENT 2
SPAN C
1'-6"
TO UNCLASSIFIED
STRUCTURE
EXCAVATION
(TYP.)
14+00 14+50 � F.A. PROJECT No. LiKL-
+3,8500% PERMIT DRAWING
FILL FACE (� END BENT 2 +1.3703% /� SHEET 6 OF 6
STA.13+92.75 -L- PI STA.14+90.00 -L-
GRADE PT. EL. 299,09 EL. 300.42'
VC=120'
GRADE DATA
BEGIN FRONT SLOPE
STA.14+04.19 -L-
GRADE PT. EL. 299.25
- """ �' """""""""""' "' ' ' ' """"""""""'
� � � LOW CHORD �APPROXIMATE
EL.296.73* EXISTING
� GROUNDLINE
I `BOTT.OF CAP
EL. 292.73 *
i� 3'-6" MIN. RIP RAP
`'�, EMBEDMENT (TYP.)
TOP OF DRILLED
PIER EL.288.69
(BENT 1 SIMILAR)
END BENT 2
SECTION ALONG -L-
(SECTION TAKEN AT RIGHT ANGLES TO BENTS AND END BENTS)
(APPROXIMATE GROUND LINE ELEVATIONS ARE ALONG THE UPSTREAM EDGE OF BRIDCEI
��
�
1'-0"MIN. EARTH BERM C�,
NORMAL TO CAP (TYP.) q
EL.290.12 fLEVEU 'rG�
�
°1 W.P. °2
.� STA.13+16.44 -L-
-L-
I
I
I
I
I
I
I
I
�.
:'
:'
i:
�•.
�=
EXISTING
CONCRETE
ABUTMENT
STA.13+39.00 -L-
BENT I BENT 2
CONTROL LINE CONTROL LINE
,;_
;�,
,��
��
EXISTING
'`!�SUBSTRUCTURE
,
�' `;
: �:
90°-00'-00"
(TYP.)
22'
fEXISTING
WOOD WALL
1'-0" MIN. EARTH BERM
NORMAL TO CAP (TYP.)
EL.291.65 (LEVEU
W.P. °3 W.P. °4
STA. 13+61a56 -� - ��
� EXISTING
I �CONCRETE
ABUTMENT
(TYP. � 31'-2�/a'(SPAN A) 45'-1%2'(SPAN B)
TOTAL BRIDGE LENGTH = 107'-6"
(FILL FACE Cd END BENT 1 TO FILL FACE C� END BENT 2)
�THAGARD LAKE� P L A N
(FOR CLARITY,PILES ARE NOT SHOWN IN PLAN VIEW)
(ALL BENTS AND END BENTS ARE PARALLEU
31'
C)
I
I
I
I
I
I
I
1
�UNCLASSIFIED STRUCTURE
EXCAVATION
HYDRAULIC DATA
DESIGN DISCHARGE =1680 CFS
FREOUENCY OF DESIGN FLOOD =25 YEARS
DESIGN HIGH WATER ELEVATION =289.9
DRAINAGE AREA =59.2 50. MI.
BASE DISCHARGE f0100) =2240 CFS
BASE HIGH WATER ELEVATION =290.64
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE =2940+ CFS
FREOUENCY OF OVERTOPPING FLOOD =500+ YEARS
OVERTOPPING FLOOD ELEVATION =292.0
-L-
END APPROACH SL
cTe �e+n� v� _i _
STA.14+04.19 -L-
o -. TO LAKEVIEW DR. _
� °-
>-
M �
� �FILL FACE f�
1'-7"BERM END BENT 2
NORMAL TO CAP
(TYP.)
',�EXISTING
WOOD WALL
I HEREBY CERTIFY THESE PLANS
ARE THE AS-BLIILT PLANS
pL�GdO�il�bG^�G�17 PdG^1b�
DO a04 M�C� f�OG� 60b�4G�NJ64�Ob
/tiWSP
15401 Weston Parkway
Suite 100
Cary, NC 27513
919.678.0035
www.wspgroup.com/usa
LICENSE NO. F-0891
PRELIMINARY NOT
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pROJECT No.: B-5543
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