20160219 Ver 1_Emails_20160303

Carpenter,Kristi
From:
Sent:
Wanucha, Dave
Thursday, March 03, 2016 2:56 PM
To: Carpenter,Kristi
Subject: FW: Surry #143 LIBR application
Attachments: Surry #143 Attachment G.pdf; Surry #143 Permit Drawings.pdf; Surry #143
Attachment L for DWR Permits.pdf; DSCO2191.JPG; DSCO2193.JPG; DSCO2194.JPG;
DSCO2195.JPG
Did not see you cc'd on this.
Dave Wanucha
Division of Water Resources
Transportation Permitting Unit
NC Department of Environmental Quality
336-776-9703 office
336-403-5655 mobile
[e-mail]
NC DEQ Winston Salem Regional Office
450 West Hanes Mill Road, Suite 300
Winston Salem, NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Slaughter, Johnathan H
Sent: Thursday, March 03, 2016 2:10 PM
To: Kichefski, Steven L SAW <[e-mail]>; Wanucha, Dave <[e-mail]>
Cc: Guynn, Jami C<[e-mail]>; Johnson, Mark G<[e-mail]>; Huff, Christy <[e-mail]>;
Whitaker, Brandon W<[e-mail]>; Williams, Pamela R<[e-mail]>; Griscom, Jason
<[e-mail]>
Subject: Surry #143 LIBR application
Steve/Dave,
Please see attached LIBR application for Surry Bridge #143. We have 70' of temporary impacts and 52' of bank
stabilization. There is a historic property in the NW quadrant. Coordination with SHPO is complete. I will send the
effects form in a separate email due to file size.

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

as;",''"�,�+.:: . . "a
.i, s�.,, �
a
`�'_
� "'y:
,_ „�,,,;..:_. . ;�..
�:
� '

� � '��� N .t ���. R�'7' :y �.
� '
qy,, � � � 9 4�
�,y5,�,`�ilM�-:S � * +��; � ",+�i
� ' y.�SA�, � x�'..A.
�}= �"E �
y� '�� v�.<«�"�`�" .;e ';`,'� �
g�, t i_<� y� .'-'$"F,�`-
�v ay�.,�_.R}}X�,,,,tl� ;�A
��� �� `� ;,��`"� �P J �.. ..'.
�, 1�l�' ° » a:, ... � ,�
�
�k''��� i "�,y;,A *.k_ ��=1✓ �
,y.
r ��' - / wy J'a � �` 3 T ' �
� � � � � ,, � ����.__����
' '° s,q�.�' a'` i �e ,r,�„z�. + .y`,j,:
. � ����
� . .� � ;.�` 0.
�r�i= s
s y
��e.�}�� � �Y
p t ;1M�v�[,� 1/. �li� '�
.�.3.-a%'��4 " � ^ �.� b'�W 1.aN' . . � . �
rA+,� , �. �
��
��
�" • � ~ ��
>�i�`P`�y ��`�,
��,q�
W -`�- �► - AS"
'N "�' `-�;�' »:. � � �`����.�`^ ' :
� fi � a°
4.. �te��t'
�t�' � " ��- -
�, �,. '
�., j �
�� ��5. '-�''•pi ��L � �( :
�;.,*�a, �,
� �.�, ". - � _� .
\ �� y ,
M
� �� �� 1'' . � �n ." � o , .
y� . � _ � i•`�
1
`4MN� �,'���.� � 3 �..
i
�� � y,i��.. ,�t. : s ,� � '� '^�
�S:f'd, ,. �� �.� A i. r tl, � � ,.
<.zt. � � ,� = y,
1�
[
� . > i,%`
� ," ji ,
r ; .<� ,
�
-a . � '1e , 3
e Y � .0 �
y ' i L .�� t
"C r '�
�
) L
4 �i;
r �`� �-
!>
I i f `L s+ `
.l �rd_ i�' . ��'".��
��f��x�v�� � �;�� _��` �:,
t +�.. _�tx ., .
s �.
-,` '
�.
<;
- •`-z

��� �.. �r 1 1 ���J1
, , . � 'k ../�^ y � �
�� � �' . !�`�e""�.. ��J � .
`� � � ..1@:6�_ 4 � � � * 'M!� , � �i l i
�6*..�",.�y�'� ,�_,,�„�.�,� � '.�"\o '..s„--._. , �� , �c. ��
, _a
�; m.�' � �!� ��, W � � y .
�' �y - . . �� a.� .
�. � �.
� 'i
-
:. <... x�. ,
_.,.. . . ,...._ �
—. v . .. �„ ,.
fr ♦ �' —�
�"y �et . '
�, � r ,��
P� '~,wi��K�'1�' � ;. . '����
S� p,
3
��5 �" ., zg� 3it � , ,
� s a+ �
.:�-�.�W.' . :t` `-ro .
x:�„«
. _ �aii�.. ._,_ ... „ ,�:;:�
�
i-... ',y�
. Y el55Sn � Y
5a� �
e
, � �:1� ✓f+h��r,�
. �. �/ a . ��+{ Gfr�:.
Y kM � I
E � �y 4
M� � J �
5 %t� � �
�\:e' �1
.6.,' �g ,
a;
' a�
s.

�'�� 1������r�
���1��'€���
6 '�` �
�
��
����� �����i�� ����r��n�r�� �� ����r������ ��� ������I �.��������
�i������� �� �����;r �����r���
�. ��� �����������
��������
�����I�� �. ��� ��� �����
���������
� + � � , s � • � �, • • °� * r
rr � � �r
� �. i► •.' � � ' • � �
� • • ' � r • ' . ' • ii, . ' � ' � Nr r
� � � � � � � � � � • . �i � ' � w . � � • rr ra � � � . �' � � + '. �i
i1' • e _ __ - ��, - . � �� i _ - . r .s:. s .' �► �r -• -
•- '' . •- -� �► ' � s �. : ��.. �►-• . - � � � �
� -- - . •. � • �� - . • �
Date: 3/3/16
Applicant Name: NCDCJT
Applicant Address: 8�1 Statesville R�ad
• - •� � :• '
Primary Contact for Project: Heath �Iaughter
Phone No.: 3�6-903-92�2
Is this an after-the-fact application: Ye� �C IVo
River Basin: Yadkin
Stream Classification. W�-11�
Regulatc�ry Authorization C}ptions for this Activity
Fed�ral: U�ACE N�tionwide �General P'ermit 3— Maintenance
State: �er�eral Water Quality Gertification #3687 andlar Buffer Authcari�a�i�n
Lc�cal: I�lone
Proj�ct Descriptit�rt -- This section shall include a descriptian of the existing �nd propased bridg�s,
any stormwater management BMPs utilized to meet diff�se flow or treatmenfi pric�r to dis�h�rge, ��cistir�g
and proposed stream/wetlandlopen water impacts, buff�r ir�pacts by imp�cfi �ype (road fill, bridging, e��.�,
drawings of the proposed project and impacts. Additionai p�ges may be attached. ��e �Att�chrr�►era� t�
and plan sheets.
Signature:
Print Name: Heath Slaug er
Title: Division Environmental Offic�r
Trar����r��t��� ��������c� l�r���
� �� � �4.��i1 ������ ������r, ���ei��, ���� ������,�� ��'���-1 �'� �'
��� �. ����s��r� ��. ��I����, ���� ���rc��€r�� �����
����r��;: ���w���-����
l�������� �����€.��������.���
�,r7 �:;��r�l ��;�:�r°w�r�it� '; �f�irr�:���i��� ��,:�.ir,;n �r�:������
���.� . x
. . ����. � �:���.�.� �. ��.��.
�
� f

/.wo' �
I�II�;hWc1y North Carolina Department of Transportation
51vYtYlWilff'1" ���
,,,,,.,�,,, Highway Stormwater Program \=�
STORMWATER MANAGEMENT PLAN �`"'��
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.11.R.115 - Br. TIP No.: County(ies): Surry Page 1 of 1
General Project Information
WBS Element: 17BP.11.R.115 - Br.850143 TIP Number: Project Type: Bridge Replacement Date: 8/13/2015
NCDOT Contact: Marc Shown Contractor / Designer: STV/Ralph Whitehead Associates, Inc.
Address: 1020 Birch Ridge Drive Address: g00 West Trade Street, Ste. 715
Raleigh, NC 27610 Charlotte, NC 28202
Phone: [phone] Phone: [phone]
Email: Email: Edward.Vance stvinc.com
Cit ITown: Pinnacle Count ies : Sur
River Basin s: Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.1 mile Surroundin Land Use: Rural and agricultural land
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.2 ac. 0.1 ac.
Typical Cross Section Description: Two 10' lanes with 4' paved shoulders Two 9'-10" lanes
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1200 Year: 2009 Existin : 1200 Year: 2009
General Project Narrative: This project, SF-850143, consists of constructing a new 117'-8" two span bridge (1 @68'-10"; 1@48'-10"), 30' out-to-out width which will replace the existing 105'-7" three span
(Description of Minimization of Water bridge (1 @35'-3.5"; 1@35': 1@35'-3.5"). The project is located near Pinnacle, NC on SR-2048 which is classified as a secondary route. The surrounding area is rural
Quality Impacts) residential and agricultural land. The drainage area for Grassy Creek at this crossing is approximately 10.9 square miles.
The project drainage system consists of drop inlets and pipes that drain to toe of slope. A riprap apron is located at the end of the pipe outfall. Deck drains are required;
however, no drains over open water.
Waterbody Information
Surface Water Body (1): Grassy Creek NCDWR Stream Index No.: 12-76
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV)
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
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)

See Sheet � A For I ndex of Sheets
See Sheet � B For Standard Symboloqy Sheet
BEGI1�l PROJECT I7BP.II.R.11S
-L- STA. ll + 40.00
��
O
S `\�� __
��,
2p69 �___ _
\ �-
THIS PROJECT IS 11tOT WITHI1�l A MUIVICIPAL BOU11tDARY.
CLEARI11tG 0111 THIS PROJECT SHALL BE PERFORMED TO
THE LIMITS ESTABLISHED BY METHOD II MODIFIED.
���� �'� �� ���\ <<�����'� ������ �. ,1,���`� �
����II ��I � �� �� ���� ���
LOCATl011t: BRIDGE #l43 O T�ER GRASSY CREEI�
01� SR 2048 (ST011tEY RIDGE RDAD)
TYPE OF WORI�: GRADII�G, PA VI1�G, DRAII�A GE, £� STR UCT URE
S URFA CE WA TER IMI'A CTS PERMIT
SITE 1
BEGIN BRIDGE
—L— STA. 12 + 95.59
,, _�____..�
f ,,_
, ,,
, ,--
;
, ,
, , ��
�
END BRIDGE
—L— STA. 14 + 15.59
-L-
SR 2048 (STONEY RIDGE ROAD)
�
r
O
N
�
M
�
0
Q
i Z
-�-___- -
E111D PR OJECT 17BP.11.R.11 S
-L- STA. l5 + 70.00
TO SR 2065 — �
Permit Drawing
Sh eet � of 6
][�][$lEl[a�I�'][�1�TA][$� ][�]LsA�1vT�
�� ��� ��� ��� ������������
�l�T��I�]�lle]E�]E ]�]LeA�l�T �
�� ��� ��� ��� ��N���������
�
SMITH—ROWE, LLC
ST� T 100 STV Engineers, Inc.
�� 900 West Trade St., Suite 715
�CI'�t/i cnarlot�e, Nc 282c2
NC License Number F-0991
GRAPHIC SCALES DESIG11l DATA PRO ECT LE11lGTH PLA1�S PREPARED FOR THE 1VCDOT BY: HYDRAULICS
J STV E1�1GI11tEERS, I1�C. E11tGI11lEER
900 West Trade St., Ste. 7I5, Charlotte NC, 28202
20 10 0 20 40 ADT 2013 = 1,2�� LE11tGTH OF ROADWAY PROJECT I7BP.II.R.11S = 0.058 MILES NC License 1Vumber F-0991 �� o� �oap�y ��
ADT 2035 = N�A 2012 STANDARD SPECIFICATIONS Q@ �o
PLANS LE11tGTH OF STRUCTURE PROJECT I7BP.II.R.11S = 0.023 MILES � ��
D HV = N/A P.E. � �
20 10 0 20 40 TOTAL LE11tGTH OF PROJECT 17BP.II.R.11S = 0.081 MILES SIGNATURE: � g
D= N/A RIGHT OF WAY DATE: BRIAN K. LUSK, PE ROADWAY �'� a
T = 6% AP RI L 15 � 2 O� 4 PROJECT ENGINEER DESIG11t ���p o OQ��
PROFILE (HORIZONTAL) E1VGI1VEER
°� �� p��
V = 45 MPH
4 2 0 4 8 NCDOT CONTACT: CHRISTY HUFF, P.E. LETTIIIIG DATE: MAAMOON K. ABDELAZIZ
FUNC. CLASSIFICATION: APRIL 15, 2014 PROJECT DESIGNER
LOCAL Transportation Program Management Unit
PROFILE (VERTICAL) PE
SIGNATURE:
J

��
LEGEND STREAM PERMIT IMPACT
c0 AREA (AC) LENGTH (FT)
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER TEMPORARY p 02 65
$W IMPACT$
�DENOTES IMPACTS IN pERMANENT
SURFACE WATER SW IMPACTS 0.25 52
io SEE FIGU
RONNIE LEE MOORE. JR. AND WIFE. SITE 1
REBECCA JONES MOORE (
DB 1146 PG 1082 ,
• N
�
. � �
R N � �
R
� F F
F F �+�— — —��
/— — — — I --�-
M I ~ I
_ - - l i-
�= -� �
R'SABST R�W " - -
�_
RACT - ' -
2D \ — — - - 1
RUBY FRANCES REEP, � � — — ___--
SHANNON MARIA BRERETON, -
AND PATRICIA C. MOORE F- --_ � .
W8 06E PG 229 R F -- ----
i�--- �--
R
N g6°05'IT" E �� _
485.52' � -------
� i i — — — — — —
— � ���
/ /���
/ /
/ /
/ /
�i 1
a� �'y.L
5
�. -� SITE 1
�
O
� W
m �
u �
o '�'
y � ,
S
3
��
M
h �
; �
PROJECT REFERENCE NO. SHEET NO.
l7BPJl.RJlS 4
SMITH—ROWE, LLC WW SHEET NO.
ROADWAY DESIGN HYDRAULICS
� ENGINEER ENGINEER
N STV Engineers, Inc.
� SZ'V 100 soa w�� r�ode st, s���re „s
� �y� cna�+oi�e, Nc zazoz INCOMI�LE E]PLANS
NC Llcense Number F-0997
DO NOT USE FOR 1 W ACpUISITION
� I'RELIMIN RY IDLANS
a 3D DO NOT [rSE FD CONSTRIrCTiON
Z
EMILY JEAN DENNY f99%) AND
JUSTIN MCKINNEY fl%)
DB 1394 PG 236
� BRIOGE '850/43
�
`� � -L-
u �
�� N CO Pl Sta 16t45.74
0= 0' S4' 0%8' fLTJ
j— F —__ � D= 0' 33' 34.3'
— � � � L = 16094'
� ��� F T = 80.47'
� R = 10290A0'
> \
— — T— — — — — — —
-L- ~
I
RIDGE RD) SR 2048 ��
_ � /
��----- F
� � F
� �
F �\
4D
MICHAEL V. MARION AND WIFE,
TONDA S. MARION (I / 2 %)
AND SAMUEL E. MARION AND WIFE,
LINOA A. MARION ll / 2%)
� —
EXISTING R/W
PER ABSTRACT
/ I , DB 582 PG 40 40� Q� 40�
Permit Drawing
Sheet 2 of e
• — — GRAPHIC SCALE
�_.__ __.__ _ _.__. _._._ . _ ., �._- -- -- ---- --- - - - - -- - --- -- --- - -- ---- ---- - -- --- --- -- - - - -
; _.___ �.__,_ _,_,_._ , , . _.
� , , _ __
860 860
�
� _ _ -
�
� � � � � � �� � � � � � � � � � � �
, �,
�
. . .. . . _._.. -__ .. . _. _. - - - - - - - -i
856 , , -_ _, �, � 856
� �� � �
{_ : BEGIN_PROJECT III - EL =/846.3� - - :1 ,I
852 _ - ! � EL = 847.29' ___ ___ � I_END_BRIOGE K = 225 _ `. ` 'STAlS��OAOT 852
S7A 11+40A0 Pl - 12+00.00 VC l40' � �
' _" -_`.._ EL- 84899 KC- � -- , BEGIN BRIDGE� �-,-- -,-._„_-� ,-_,-- ,-,--r - i STA/4+/5.59 OS- 75 MPOW POINT _.-I. I EL= 84659 -.- -
w ,.�" -_-- -'-- •- DS 30 MPH STAl2+95.59 � � ; STA /4+92.54 I, I�
EX/ � 13���} .J�� ' - - ' PROPOSED GRADE � �
-��-,W__=----- I ---- ----------------� i i i ELEV = 846.46' �
848 57 --- �----_ � � '� � �, 848
63% �-J28333% �"•`�-= _=--__�-- ", � � � � �
� --- -__ -�--r------���-------a+'------------- ------- i ... ii i i.. i. --• ---- ---- --
(-�.3226% =-• ---- •--- ---- -- -- � - ----_ - -----+++--�------------------=---�---_--- i- ---- ���-----------�--�--�'}. ---- •--- ---• --r- _
. ��_.. ---.— . �i— ..__ ---- rtr ---- •--- ---- ---- ---- — =—�9—===�-- — .. �
� , � � � r-m322si r+�o.�000i EXIST (+)0.3177% ;
; ,� � , e
--------------�T� _-__ -----------,-a-�, EXISTING GROUND 844
844 � -I -rl -I-H -I-H -rl, -{-H-H� 'ri,vl-r i i �--------�----- i � i ii ` � � �
; i►i i II i .�r�:w�l� i I
��� i o��
, 1 L"'l I . ./C /♦ /II 1 �_ _ I�I�.
_�J . � • • �. . . . . . . . ., � I I I I I i
n 840
836
' 832
828
�:iiiii�iiCiiiiiiiiiii�iiiiii��iiiii:�iiiiii ' u000■ 000umuiuo�m000uu000 �000����i■ �mn ��i■������ 000�� �'�
I ' I / ���o��o� o����������� ��o��o��n������o����� o����������� ��o������n�������� ��� ���������
: :::C�: :::'C:::::::C:: ::::::: : ::ST:: :::::::. :::: :�T :: :::::::::::�':: ::ST:: :::::::: :::::: :::�:::::::�'::: :ST:: :::::::::::::::::::::::
C::CC:C:C:CCE:C:C:CCC:::C:C:C:C::T.�:�»::�:T.»>. »T.::T.T.Ce:�:::»T.T.T.��T.�:�:»::�:T.»T.::T.T.C:�:::»T.T.T.��T.�:�:»::�:�::C:CC:eC�CC:CC:C�CCC
niiii�i�ii�iiiiiiiiiii�iiiiiin�i��iiiniiiiii �ii�ii�iiG�iiiiiiiiiii�ii�i��iiiniiiiii�iiiiii�iiiiiiiiiii�ii�i�iiiiniiiiiiiiG�iiiiiii�iiii
::::::5:::::E ::::::::::::::::::::::::��:::::::::::• :::::::�::::::::::::::::?:::::��::::::::::::::::::::::::::::::::?:::::�::::::::::::::CE:::::::E:::: .
� .....................�......��......�...... :��::��:��::��:�:�::�::��C:��::�::��:��::��:��::��:�:�::�:���C:��::�::::E:EEE:�:�:EE:�::E: �
.......... ....................................... .................................. ..a.... ....
iiiiiii'iiiiiiiiiiiiiiiiiiiiii�'iiiniiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�'iiiniiiiiiiiCEiiiiiiiiiiii
... :::::::'::' :::::::::::::::•:::.':::'::::::::::::::':::::::::::::::':::.':::C:::::::::::::::::::::::
:::. :: �:::.�:�:::::::::::'::�:::.�::�::::: �:::::C :::::::::::'::�:::.�::�::::::::€:::�:::::::::
. . :. ::�::T.:.�:::::::::::�::�:�T.::�::::::�::::::�:::::::::::�::�:T.:::�::::::::.C:::::::C::::
. .......' .......................'.......................................'...........................
. ....... ....................... ....................................... ...........................
. ...... . . ....... . . . . . . .. . . .... ... ....... . . . . . . .... . .. .. .
.

��
LEGEND STREAM PERMIT IMPACT
c0 AREA (AC) LENGTH (FT)
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER TEMPORARY p 02 65
$W IMPACT$
�DENOTES IMPACTS IN pERMANENT
SURFACE WATER SW IMPACTS 0.25 52
io SEE FIGURI
RONNIE LEE MOORE. JR. AND WIFE. SITE 1
REBECCA JONES MOORE �
DB 1146 PG 1082 �
�
� F — — — F i � —�-- �
M � I
� � I �.
�— i
R'SABST R�W - - - J �
RACT - - - -
2D \ O �
RUBY FRANCES REEP, � � — — ___-
SHANNON MARIA BRERETON, �
AND PATRICIA C. MOORE F- --__
W8 06E PG 229 R � — — - - - .
R
��--- — F--
N g6°05'IT" E � — —
485.52' � ------ ------
�i i
�_ � ���
� ��
� ��
/ /
� � � ..:'� .. - - _
/ � � i/-�� _ ���-_ - -
PROJECT REFERENCE NO. SHEET NO.
l7BPJl.RJlS 4A
SMITH—ROWE, LLC WW SHEET NO.
ROADWAY DESIGN HYDRAULICS
� ENGINEER ENGINEER
N STV Engineers, Inc.
� SZ'V 100 soa w�� r�ode st, s���re „s
� �y� cna�+oi�e, Nc zazoz INCOMI�LE E]PLANS
NC Llcense Number F-0997
DO NOT USE FOR 1 W ACpUISITION
� I'RELIMIN RY IDLANS
a 3D DO NOT [rSE FD CONSTRIrCTiON
Z
EMILY JEAN DENNY f99%) AND
JUSTIN MCKINNEY fl%)
DB 1394 PG 236
� � BRIOGE '850/43
' -�� �`---------�`\
0
--' _�
,/ �
�� �
--Il�-- • • - — � /
� �- F
, � � F
R F F R
4D
MICHAEL V. MARION AND WIFE,
TONDA S. MARION (I / 2 %)
AND SAMUEL E. MARION AND WIFE,
LINOA A. MARION ll / 2%)
�\
� — — —
EXISTING R/W
PER ABSTRACT
/ . , ._ .. �._ .. -.. �__ _:--_-__— I DB 582 PG 40 40� �� q��
Permit Drawing
Sheet 3 of e
• — — GRAPHIC SCALE
_ _, _. __�__._ ,_ ,- ._.__._ _ _-- -- - - - - - -- -- -- -- --- ---- ---
860 1J_, , , _ , , , -- - , - . , ; ; _ - - - - 860
� -: - -
;
�.
, ,, .
- - - -� - -- � - ----, _- _ -- - - -- - - �
�_ -
856 ', - 856
, . BEGIN PROJECT I -� , , , . , Pl = 14+90.00 , �
------------- �
EL = 846.35' _.__ I
STAIl+40.00 _._ . - -
� � i Pl = 12+00.00 - _ VC = l40' -
• EL= 84899 ' EL = 847.29' ' __END_BRIOGE K= 225 � -I END_PROJECT
852 VC = l�' ; STA/4+/5.59 05= 75 MPH F ' STA15+70A0 852
'- K=� BEGIN BRIDGE i _ EL= 84659 L
. _ - __ _--______� _-, � -._.. ,- �,_
-" -_,. ,_� DS= 30 MPH ,_' - - � ___ - , � LOW POINT
•--- _ STA12+95.59 - --- I
'-' ---� ._ i i i STA /4+92.54 � f I 'i
--•��'_=q �,,�--� ; - - ; PROPOSED GRADE---'i i ELEI/ = 846.46' �i 848
' 848 EX/,s�- � -
' ,3 ------__e �
�, -l3 /63% "z----- '
(-J2833 ---•.�------------------ '�' - --- -
' 3% •• ------- --_-�-- -------------------�- -----------____ --- -=
--226% ____ � ,--------------------- �------------------------+'� -------------
__ _ • (-�.3 ', ---- -=-• ---- •--' --'- --- ----"_' '��"'�'------------� ��""""" i"'-----------------"--------_ ``�--�}----------------r
- -- ------------ ------ --
, +----y—e�---'------- — �4-------- .i �
� 844 I ry, _ � � � r-�o322sz r+lo3000i T
� � � � Ex�sr r+m.�n�i ,
�
1J -----------------------------�T --------------;—a-�, 844
I
I � i�A i �I i ii ��il i EXISTING GROUND '
i►n i o i � �: i�i i
� � �\ i o i� .zr w � E
�_� � .. �..1 �iC A♦ i II 1 ._ , � , � . . . � , . ; � �. i . '. . . I I_ _
---� �,:
840
836
' 832
828
■
l�
�n�o�����oo��� �������onn��� ��o���� ■ ���no����on ���oo �����o u�o� ���n�o���o■ ��L��������������`n��1��rYY���ri�o��o�
.................'...C................�r�::::::::::: � : • i ::::::::::::::::::::C:::::::::::::::::::�:::::::::::::::=:::C::::::::::::::::::::::::C::::::::::::: - �
................ ....................
C.CCCC..CCC.:CCC..CCCCCCCC.CCCCCC .:::::.:::::.C:::: ::::::::::::::::::.C::::::::::::::::::.C::::::::::::::::::.C::::::::::::::::::::CCCCCCCCC�CCCCCCCCC
::::' :::::::::::::::':::::::'::::::::':':::::::'::: ':::::::':::::::'::::::::::::::� :::::::':::::::':::::::'::::::::::::::� ::::::::::::C'::::::::::::
................. ...C...... .........C.�.......�... �.......�.......�...............�.......�.......�.......�...............�.............C............
� ................B...E................E��:::::::�::: �:::::::::::::::=:::C:::::::::::::::::::�:::::::::::::::=:::C::::::::::::::::::::::::C:::::::::::::
C.CC.C..CCC.CC.C.:.C.CC.CC.:::::C.::� �.::::::::::: ::::::::::::::::::.C::::::::::::::::::::::::::::::::::::::.C::::::::::::::::::::CCCCCCCCC�.C.C.CCCC
................................................... _�.:::::_:::::::_�.::::::T:� :�_�.:::::��.:::::_:::::::_�.::::::T �:::_�.::::::::::C:::'::::::::: . .
�.::::� �.::::: �..G::::::::::� _.::::� �.::::� �.::::: �..G::::::::::� �.:::::::::.CCC. �::.CCC.::
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::�:::::::::::::
.. � :::::::.:::::: =:::C:::::::::E:::::::::�:::::::_:::::::=:::C:::::::::::_::::::::::::C:::�:::::::::
.. ...................................................................................................
.. ...................................................................................................
:.. :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::C:::::::::::::
.

LEGEND
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�DENOTE$ IMPACT$ IN
SURFACE WATER
ID
RONNIE LEE MOORE, JR. AND
REBECCA JONES MOORE
DB 1146 PG 1082
�
F
�
=i�----------
F r.
TEMPORARY IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
W SURFACE WATER
--------2D
RUBY FRANCES REEP,SHANNON MARIA
BRERETON, AND PATRICIA C. MOORE
WB 06E PG 229
�
� ♦
2 0' 0' 2 0'
Permit Drawing
Sheet a of s
— GRAPHIC SCALE
STREAM PERMIT IMPACT
AREA (AC) LENGTH (PT)
TEMPORARY 0.02 65
SW IMPAGTS
PERMANENT 0.25 52
SW IMPACTS
3D
EMILY JEAN DENNY f99%I AND
JUSTIN MCKINNEY (I%)
DB 1394 PG 236
PERMANENTIMPACTS
IN SURFACE WATER
4D � ` ���
MICHAEL V. MARION AND WIFE,
TONDA 5. MARION fl / 2%)
AND SAMUEL E. MARION AND WIFE,
LINDA A. MARION (I / 2 %1
DB 582 PG 40
� `1_/ � � �
DIVISION OF HIGHWAYS
SUF3RY COUNTY
PROJECT: 17BP.11.R.115
BRIDGE �t1�3 OVER
GR�SSY CREEg
ON SR 20�8
(STONEY RIDGE ROAD>
SHEET 1 OF 1 3� 3� 2016
F

�������� ������
NAMES ANI9 .�I��DR�SSES
1�.�RCEL NO. NAMES
11� 1��NNIE LEE M��RE, Jla. � WIF]E,
RE�ECCA J�N�S M��RE
2H) RU�Y FRANCE� REE1D,
SHANN�N MARIA �IdER�T�N
� FATRICIt� C. M��IaE
3I) EMILI' JEAN I)�NNY (99� )
� JUSTIN MC�INN�Y <l� )
�I) MICH.�EL V. MARI�N � WIFE9
T�NI9A S. MARI�N (1 % 2 � )
� SAMUEL E. M.��BI�N � WI�E9
LINI)A .�. M.�IBI�N Q % 2 ,X )
Permit Drawing
Sheet b of e
.�I)II)RESS
789 ST�N�Y IaIIl)(3E R�t�I9
PINNACLE, NC 270�3
702 ST�NEY RIY)GE �$��I)
�INNACLE, NC 270�Q3
965 S��NEY RII)GE R�AI)
�INNACLE, NC 270�3
3398 �UAg�R CHURCH Ia�AI)
PINN.�CLE, NC 270�3
�����
DIVISION OF HIGHWAYS
SURRY COUNTY
PROJECT: 17BP.11.R.115
BRIDGE i�1�3 OVER
GRASSY CREEg
ON SR 20�8
(STONEY RIDGE ROAD)
SHEET 1 OF 1 7.� 6.� 2015

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. (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 -L- 12+95 to 14+15 120' - 2 Span Bridge 0.25 0.02 52 70
70' Span & 50' Span
TOTALS: 0.25 0.02 52 70
Re��sea arairos

,�/f .i.:�?:�
�fs-
�M �,
� i
�� �
�
N � i' �
1 ��
�Y '
/ 9: n�s e Y ♦ _ .
�t� ¢ ..6— !' : 'mrF'
�� x,�.�� 1 _ � ' _
�� , .. ; ._�. _. _ ... ,'
� � � �i �.. ..
c
�,
� � ,
� �• i ' k
' �;`
_ � �i'�
�y
_.: + _ '� i� � . . �'-�y'�4
x-` . �i_ _. . �,
�' _ �. � e
.1 � 7
�
� � . � ..` y,3., v^ c
/ � J �g li +s �.�x(���
w '��`$ i � � �� � � �. �" , �; -+..4�,�'�KT',!.
e�' �� �,,,,,,, �! � '7i'';
rfy ,Ly,`�N �� � � �� YY�-_-��✓ GA ,
C
+� '�` - y� E. , *� �7 � �s�� .�f
.� . �'�1!.. � ` `� i � x � M1
r::�.V iN� � � �. �� _� , .
�