20161074 Ver 2_401 Application_20180319

Carpenter,Kristi
From:Wanucha, Dave
Sent:Monday, March 19, 2018 9:16 AM
To:Carpenter,Kristi
Subject:FW: I-3802B permit modification request
Attachments:I-3802B Permit Modification 03_16_2018.zip
Follow Up Flag:Follow up
Flag Status:Flagged
Did not see you cc’d on this one.

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: Euliss, Amy
Sent: Friday, March 16, 2018 3:22 PM
To: Lastinger, James C CIV USARMY CESAW (US) ([e-mail])
<[e-mail]>; Wanucha, Dave <[e-mail]>
Cc: Roden Reynolds, Bryan K CIV (US) <[e-mail]>;
Chapman, Amy <[e-mail]>; Suggs, Phillip H <[e-mail]>;
Seitz, Phillip K <[e-mail]>; Fine, Lowell C <[e-mail]>; Miller, Vickie M
([e-mail]) <[e-mail]>
Subject: I-3802B permit modification request

Attached is the permit modification request for I-3802B in Rowan County. If you have
any questions or need additional information, please let me know. Thanks.

Amy Euliss
Division 9 Environmental Officer
North Carolina Department of Transportation

336 747 7802 office
1

[e-mail]

375 Silas Creek Parkway
Winston Salem, NC 27127-7167

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.
2

. ��STAT£o;
�y'd wm�a, h��p
9�".,
<�'� �y� Za
2r�q t ?
� � � � �' �C�;
� �au.�,"��"'<
STATE OF NORTH CAROLINA
DEPARTN�NT OF TRANSPORTATION
ROY COOPER
GOVERNOR
March 16, 2018
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTN: Mr. James Lastinger
NCDOT Division 9 Project Coordinator
JAMES H. TROGDON, III
SECRETARY
SUBJECT: Request for Modification of Section 404 General Permit No. 198200031 and
Section 401 Water Quality Certification for the Interstate 85 (I-85)
reconstruction, widening, and interchange improvements from north of SR 1308
(Moose Road) to north of the US 29/US 601 Connector (Exit 68), Rowan
County, Division 9. Federal Aid Project No. NHIMF-085-2(78)63, TIP Project
No. I-3802B.
Reference: Section 404 General Permit No. 198200031 — Action ID No. SAW-
2016-02325, issued November 21, 2016 for I-3802B.
Section 401 Water Quality Certification — NCDWR Project No. 20161074 issued
November 30, 2016 for I-3802B.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) requests modification to the
existing General Permit No. 198200031 and associated Water Quality Certification for
reconstruction, widening, and interchange improvements along I-85 in Rowan County. This
project is currently under construction.
This modification will result in no changes to wetland impacts previous documented. It will
result in 5 linear feet of additional permanent stream iill impacts, 80 linear feet of additional
temporary stream impacts, and 2171inear feet of additional bank stabilization impacts. The total
project impacts include 1,609 linear feet of permanent stream impacts of which 7901inear feet is
bank stabilization, 611 linear feet of temporary stream impacts, 0.01 acres of permanent wetland
impacts, < 0.01 acres of temporary wetland impacts, and 0.08 acres of hand clearing in wetlands.
Previous impact information was provided in the Pre-Construction Notification dated November
1, 2016.
Mailing Address.•
NC DEPARTMENT OF TRANSPORTATION
DIVISION 9
375 SILAS CREEK PARKWAY
WINSTON SALEM, NC 27127
Telephone.• [phone]
Fax: [phone]
Customer Service.• 1-877-368-4968
Website: www.ncdot.gov
Location:
375 SILAS CREEK PARKWAY
WINSTON SALEM, NC 27127

Please see the enclosed revised permit drawings and updated impact summary which highlights
the new impacts.
Permit Impact Site Modifications
Site 18A (Sheet 22�: Site 18A is a new site located at Sta. 637+00 L. This site includes
placement of two supplementa148" pipes to carry storm flows of SKA. A floodplain bench will
be cut adjacent to SKA at the inlet side of the pipe and stabilized with rip rap. There will also be
a small area of bank stabilization on the outlet end of the pipe along Cold Water Creek. There
will be a total of 65 linear feet of bank stabilization and 15 linear feet of temporary stream
impact at Site 18A.
Site 18B (Sheet 22�: Per an email shared on December 1, 2017 additional bank stabilization is
needed where Pine Ridge Road crosses Cold Water Creek along the left bank. Armoring the
bank at this location appears necessary due to the very steep and/or undercut banks in this area.
This modification results in 50 linear feet of bank stabilization and 10 linear feet of temporary
impacts for installation.
Site 30 ,Sheet 28�: During video inspection of the existing pipes on the project, the existing 15"
RCP at 733+75 RT was found to be structurally deficient. This pipe will have a small section
replaced and also be extended. This modification results in 5 linear feet of permanent stream
impact to SKL where the new extension will outlet and 10 linear feet of temparary impact for
construction methods.
Site 33 ,Sheet 30�: The existing 30" RCP crossing at Station 758+00 was to be supplemented in
the original permit application with additional 30" pipes; however, after inspection, the existing
pipe was found to be structurally deficient and needs to be replaced. For constructability reasons
we replaced the two pipes with a single 48" pipe. The change did not result in any additional
impacts. This Site also includes removal of the existing 36" RCP to the southeast of Station
760+00 and daylighting approximately 301inear feet of Stream SLA.
Site 39 (Sheet 19C�: This is a new pernut site on Stream SJF at SR 1243 (Daugherty Road). The
existing 72" CMP was in need of replacement and will be replaced with two 66" smooth steel
pipes (SSP) using trenchless methods. There will be 102 linear feet of additional bank
stabilization and 15 linear feet of temporary impacts in order to install the new SSPP.
Site 11 (Sheet 18 in ori i�pernut a�plication�: Impacts to Site 11 have been removed from this
pernut and accounted for in the permit to construct the new interchange at relocated Old Beatty
Ford Road (TIP I-3804). This resulted in a reduction of 11 linear feet of permanent bank
stabilization impact and l O linear feet of temporary stream impact.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact me at either [e-mail] or [phone].
Sincerely,
�✓'�y ��
Amy E�xliss
NCDOT Division 9 Environmental Officer
cc:
Kelly Seitz, Resident Engineer

Phil Suggs, Roadside Environmental
Beth Harmon, Division of Mitigation Services
Amy Chapman, NCDENR-DWR
Dave Wanucha, NCDENR-DWR

; ;,
Mitigation Servrces
ENVIRONMENTAL �UALITY
February 22, 2018
Ms. Amy Euliss
Division 9 Environxnental Ofiicer
North Carolina Department of Transportation
375 Silas Creek Parkway
Winston-Salem, North Carolina 27127-7167
Dear Ms. Euliss:
Subject:
References:
PAT MCCRORY
c,�„•�,„�„�
DONALD R. VAN DER VAART
.Sc•r•rerrn'r
DMS Mitigation Acceptance Letter:
I-3802B, I-85 from Exit 63 (Lane Street) in Cabartus County to Exit 68 (LTS 29 /
601 Connector} in Rowan County, Cabarrus and Rowan Counties
USACE 404 General Permit 31 issued November 21, 2016 (USACE Action ID
2016-02325)
NCDWR 401 Water Quality Certification issued November 16, 2016 (NCDWR
ID 2016-1074)
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will
provide the additional compensatory stream mitigation for the subject project. Based on the information
supplied by you on February 12, 2018, the impacts are located in CU 03040105 of the Yadkin River basin
in the Central Piedmont (CP) Eco-Region, and are as follows:
Table 1— Additional Imp
� Yadkin
03040105
Cp Cold
Impacts „
acts (feet / acres
Stream
Cool I Warm
5.0
Wetlands Buffer (Sq. Ft.)
Non- Coastal
Riparian I�l�arian , Marsh Zone 1 Zone 2
0
*NOTE: Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for
details.
This additional impact and associated mitigation needs were not projected by the NCDOT in the
2418 impact data. DMS is currently providing stream xnitigation for the impacts associated with this
project located in cataloging unit 03040105 of the Yadkin River basin as required by the 404 and 401
permits issued in November 2016, as shown in the below table (in mitigation credits)
State of Nor[h Carolina � Eovimnmental Quality � MiUgatio� Services
1652 Mail Service Center � 217 W. ]ones Street, Suiie 3000 � Raleigly NC 27609-] 652
9l9 707 $976 T
- -- �_.-r

Mr. Harris
TIP I-3802B
February 22, 2018
Page Two
Table 2— Current Permitted Impacts and Associated Mitigation Requirements provided by DMS
(based on 2016 issued qermits) and Revised Anticipated Impacts (based on miti�ation request)
Impact Type
Stream (warm)
Riparian Wetland
Total Permitted
Impacts
(feet / acre / sq ft)
819.0
0.05
Mitigation Provided by
DMS per Issued
Permits (Credits)
1,596.0
0.14
Aadihonal
Impact (for
approval)
5.0
Revised Total
Impacts*
824.0
0.05
Non-riparian I 0.02 J 0.04 ** 0 I 0.02
Wetland
*Some of the additional stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. 5ee permit application for
details. DMS will provide the amount of mitigation as determined by the regulatory agencies.
**DMS has provided riparian wetland mitigation for the non-riparian wetland impacts as identified in the mirigation
responsibility transfer form signed and returned to the USACE on December 1, 2016.
This miNgation acceptance letter replaces the mitigation acceptance letters issued on July 7,
2015. DMS commits to implementing additional sufficient compensatory stream mitigation credits to
offset the impacts associated with this project as determined by the regulatory agencies using the delivery
timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above
referenced impact amounts are revised, then this xnitigation acceptance letter will no longer be valid and a
new mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information, please contact Ms. Beth Harmon at
919-707-8420.
Sincerely,
Jam s B Stanfll
Credi anagement Supervisor
cc: Mr. James Lastinger, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, Division of Water Resources, Wetlands/401 Unit
File: I-3802B Additional

r
S
�
O
r�
�
�
�
N
O
�
O
V
• �
�
V
�
�
O
V
ScP SheeY 9A Foi Convanfi�,�n�l SymC�l�9Y
T� C
N9RLo1'"lF
THIS IS A CONTROLLE0.ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
A PORTION OF THIS PROIECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF CHINA GROVE.
� J�'s� J�' I� l� I� ��ll� I�'J�—I� �s���I�,I[�s�
�I�y1�1����� (��° �I�l����.A�� �
ROWA1� C�U1�TY
LOCATION: I-85 FROM 11lORTH OF LA11tE ST (EXIT 63) TO NORTH
OF US 29 /60l CONNECTOR IIVTERCHANGE (EXIT 68)
TYPE OF WORK GRADI11tG, DRAINAGE, PAVING, GUARDRAIL,
STRUCTURES, F� SIG11lALS
BEGIN TIP PROJECT I-3802B
—L— STA. 484 + 40.00
�o�
.'��S 20
—L— STA. 773 + 34.53
PERMIT DRAWINGS
DOCUMENT NOT GONSIOERED FINAL S H E ET O F
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS ENGIlYEER
GRAPHIC SCALES DESIGN DATA PROJECT LE11lGTH Prepared fo� il� Office of:
ADT 2016 = 85,90o DIVISI0111 OF HIGHWAYS
5� 2$ � 5� ��� I000 Birch Ridge Dr., Raleigh NC, 27610 ���V���Q�`�
ADT 2040 = 128,300 � � � �\�
LENGTH ROADWAY TIP PROJECT I-38026 = 5.472 MILES awz sraN�Anfl srscir•�cArroxs '���' ���'�
PLANS DHV = 8 % /=; ` � �o�
o �.E. �
D = 55 /o sicNAzut�: � � �
50 25 0 50 l00 7= 15 ��o + LENGTH STRUCTURE TIP PROJECT I-3802B = 0.000 MILES RIGHT OF WAY DATE: JONATHAN HENDERSON, P.E. � �
PROJECT ENGINEER ROADWAY DESIGN ��.�i �
V= 70 MPH FEBRUARY 25, 2016 ENGINEER ���;��
PROFILE (HORIZONTAL) *(TTST 11% + DUALS 4%) TOTAL LENGTH TIP PROJECT I-3802B = 5.472 MILES �°`���
FUNC CLASS = INTERSTATE LETTING DATE: CALVIN W. MOODY, III, P.E. ����'a�
70 5 0 10 20
STATEWIDE TIER FEBRUARY 25, 2016 pRo�cr nEs�c� ExcrxEEn
PROFILE (VERTICAL) BRIDGE LENGTH BASED ON CENTERLINE PROJECTION STATION yE
SIGNATURE:

SO ZS O �JO �OO LA N� PROJECT REFERENCE NO. SHEET NO.
� �7�I I I-3802B 19
L E G E N D. GRAPHIC SCALE RNJ SHEET NO.
. ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
�' HDR Engineering, Inc. of the Carolinas
J CH �r1E SE DENOTES IMPACTS IN �'� 555FayettevilleSt,Suite900 Raleigh,N.C.27601
T oo �N � N.C.B.E.L.S. License Number. F-0116 IN�����Il[��I,� E 1PIL,.�N.si
� SEE SURFACE WATER
Ylb_ STA• 2� + � DO NOT I9E POR 2/W .4fQ1'ISITION
DENOTES TEMPORARY
= 5 ' � IMPACTS IN SURFACE WATER DETAIL LLL
� -��ill �i��, i� � . ,� �I STANDARD oBs$E DITCH
o � �,,,,_ F � Na,�,e� �e��,a� ' SRS 2007
� ,o�� z: �,o��d
a
� DENOTES HAND 5
n, o �� 5f Pr ��9 � �V _.-,. Ilr . F � . II CLEARING ��..��,'� . . � _� �:_-�� . d � ° 1, NAp S� UNLESSALLSIGNATURESCOMPLETED
. i �
, 1'4N?.� 7 �,I I f'� GeoioxilcJ � Mn D= 1.5 i�.
� -� `� F F DENOTES FILL IN - Mo, a= s r,. DRIVEWAY RADII20' UNLESS OTHERWISE NOTED
� r:. C Y •wne� a:, a.o' 8 a FI.
,. WETLAND SEE SHEET 47 FOR -L- PROFILE
� _��„� p • po rYPe or��e. Class B Rip-Rvp SEE SHEET 28-1 FOR STRUCT RE 5 T1E 1 DE�TAILS
O PROM STA. 591+61 -L- LT
\'� �
^ � siTE � 3 S E E S H E ET 19A � _,5--
� —�5
� w F� � i
3 z �J F � I CLA55 'B' RIP RAP �
ES . 2 TONS �� � )
o w �� �' > > sr �eo re�ae � + �
� a S j5 � .� � ,�i �. �: . � RIP RAP AT EMBANKMENT S ITE �� �
RIP RAP AT EMBANKMCNT O i I
� . � ' i � SEE DETAIL 'T' (p �
� � . �!`�,. � �- �� . � CLA55 '1' R P RAP - SEE DEfAIL 'i' �
E � � . V J . . . . � . . � _ I - � - - � . . _ � � ESLT 19 �TONS RAP
�
w
� � � �� 165YG
�� m `�IS-� — �� 15��� . - EST.13 TOO TEXTILE � .. - - xT
RETAIN
� a ATER CREEK -� 15 �� -` J . ' , . . S".. — _ JS� JS _ '_ .1� -_ �_ . I I ' . . .. � I /
� �ryy��G _ GEO TE
� s
- u' �� � / � �PiIC NEPLkCE C/__FENCE � O
- � � -�s` F- �s-- - , iecP-fu- � . _ , �� -��s_ -- 1 -_ �� � -
`, _ vT
� a � n--' � ��� , :._ - _ 5 _ �s-- —,s _ - _ _ -_�s_-- --,s I N
�
- , - 's �.7 J
� -_
- - - � - - _ -
H � F'� .-:.._ -- ..- -.- ._. _.. ; . �r- . Y.- � REMOVE�EXISTING . .. -._�\ ___JS��...._ _I�� � q7 - -.15 _ — - - -
yr
� � W - ,. .... . � 2GI T -P.. f CONC.DITCH AND . �. . ____J5� —�_ ,,.___ _ _ _-_. ,.,v, �N��- ,JS
w 15 [.O�yATER cREEK �-15 � -"��. � I...
�a W f` " A' STANDARD BASE DITCH � ..-- — - � - . - . - ��'� --- JS --. -_- W
� W � " F WiEL60W5 _ . . u. _ _ . . . _ . _ JS �
� . ,. W'CLASS 'B' RIP RP,P �J� . ____ _. _ __ 15 _ ___ . JS- W
'� ¢ N F � _ _ — — F — _ �77 � �F79 �.� - _ �r�� \ �7 GREU TL 7P +I45 SLOPDETAIL .LLio` � F .. - - �� �_ ��s -. ._ . . - - - N
� o . � _ _
� W _ _ _ _ — — — — — — — — � � . F W
w -_z�i '---- ------ ------ W
T o �
z � -
, m - - - - - - - - - -
N - - ,,NF w�� - - -- - - - - tn
� " - - - -
; o ` - - - - - - - - - - - - - - - - _ - - - - - - -
_ O - - - - - - � - - - - - - - ;�,. -> , ar� aca-m � , � -
� Q ° � �
O
� _ + - - - _ _ _ _ - _ _- -- — +OpI — — _- — -- _— - — - - -_ — _ - - _ - - -
� � O
�� - _ _ +
TB 2GI
� o � -� TB 2GI 1'6 7.GI iB 2GI r
� TB 2GI
� LL � - . , . . .._ - - _ _ . - - " _ - - - . - �
� u - 75" kCP-III :� ����
`� � a � TB 2GI�� _ - - !�-� TD 2GI REMOVE DI �� ' 75" RCP-III TB 2GI �
Z
_ O . ,' _ f� 2GI TB 2GI
� �i�
0
, N W — —
� — — _ _
� .. Q _. - - - __ _. - - ��I- _- _ . REn12E_�i.li _ . - - . — ._ - - _ ._ - _ - - -. __ - - __ - -- - - - Q
o � N - - - - - - - - -- i ,2„ RCP-m - N
a� - - - - - - - -- - -- -... - - - - - - -- -- - - �
� I
om J z�i - - - - - - J
- - - - _ - -
m nae — — — — � —
^� u I — _ � — _ _ � _ . � �77 REMOVE HW I: � W�FG .. . .. . . F / F , _ _. _ — _ _ — _ . - - F G U 3 CAT-1, +00 . \ \
_ , __ - - - - - - - - - _ '
L � W F � - - —\ - : NPE `- 42����1 1 1 � � 1 � 1 1 � 1 i 1' �i � 1 � i 1 1 h 0 1RE i TL i 1-� 1-i_ � ".- . � - _ ' . � W
0
� F - � . ,� @ 77 � ��CP-III 1 � � � Z
Z T/1'PE �. � ff,. HW i 1 1 � - i i 1 1 1 i J- - 1 � 1 1 1 i 1 i 1 i i 1. TIE TO
_ — — � c7 � EE SHEET 19B �
` N J TIE ClA FENCE O BRIDGE �F /� 8-77 2GI �; _ �.;�.. TIE ClA FENCE��TO B - ' EXISTING DITCH J
1 1 1 1 T/�/ y � 1 1 \ V. 1 � 1 � J. �..
W'�G � IS CLASS 'B' RIP RAP 2( �
- o \ , / 2GI PG a. 1 .� �'Y � -' -� V
w
� z l� , ,
i . RCP-III. � I 1 - 1 1 -
� = N u E5T z TONS_ SITE 12 � __ �
�
- �.i Q � � � -.--✓ - 5; _ - - _ 7 SV GEO-TEXTILE � � . � _ . . - . - . _ . - - _ _ _ _- . _ - - . _ .
� . - - - _ � — ._. - _ _ _ _ _ _ _ _ _
+ � � � R[P.III � � . � .- __ - - - - . - '_
¢
G � S
,i S I 5�
� .\ .. It^. I W FG ' � W,FG ' . .. . . . � _ . . � `
z � F 3 i I 4 �.l J 1 L Y i _ - _ _ _ _-
�
r -
o a� � z 1. � .4 1 i 1 � I: ,4 -'- ,
�� w . a
� � � m
` � � � ' � ��_ 1 � _E 1 . . �S .
i
_ _ — � ,5 � � , 5
� u�6 Y �j� 1 '.. RCP..111 I 15"CSP . �.� --��._ _ ' . .. -. .
� � ./� I� � . . . . .
� � o p V �, W ELf30W5 ., '" � ^ . , ,
a � � w s 1 0 �.!'� g
o� 3 � � - � � m �. i p .
� a � � N SITE 39 �
�
= H N � �, + I � .i., _ � r �.
� � ..3��� , N h �
� �. , � r . , � � m �
� �� � o �c� I .T' � d�� < � , \' PDE
� Q w� s s �z, / �' — E
_ ,
w � � I � ,-- � �E �
� ��
i � Q w � �' � � i �.,�, RIP RAP Ai�EMBANKMENT W Q
.. � a � „ � ;-�-. _._ � m
�,�.. ' 6 l_ � Q - ._-. _l
n "� � v�i � � � \�� m 1 � F . _.. , ___. i _ .. � . W 5�T 56 ITONS�P � - j�' ��"�. � -_- � O
'� �� � SEE DETAII T -
J > _ . ' � 1 � ,l�N , . .. - . 80 SY GEO. TEYfTiLE � . � � � O
� z o � � � ._. -. - . .
' ' ¢ _ � � _ ._ ---_ __-. -_
� U N � s ` 1 -- — - — _ w+
� � � DETAIL T
u, z o _ Z -
� _ �_ _
,z �, a m ; ._ . . _ .. . . ..
- o m r ` _ ii IF I ? N
= ri � o H p � -� g . .
n � LL W Irvoim s<oi�l ✓ . \ �m �. . . . . / .. .. - - - -
RIP RAP AT EMBANKMENT 1� I ,'� ,� �
� � N z � _ ,., ,r m 4� . . - �--- I . � r , - u� � -.. �_< . -- � . -- .. _ .
� .
_a � �� Q iom�-.. ' ' 'I . . . . .
o �
� � rn a o o a�d� � t.om��. is� � � . ' - _ - . _ �
n � � � . . � � I . .. . - . - - y�P : NPP V;^
, � � - i II'r:._ E� - m i
U � .. o . ..,..� r. � I �i I 15 _'_ i8�.. � � . ..• -�v_ - ��P :..�Za- rv
....` _ � . . . . __<� N f n
— i � Q Q GEOTEMILE � � � \ .I T � . . � ��.._---lS,.. . __� "� 14 � ��__ -. .. ___ -� - O ✓� �Om� � V
� a � � 1y�of�ner- aiRp-xapw�hGeo�exrle � I � . � � � E ' � RIP RAP ���EMBliNKMENT 2 �,� �� � �
-' � A ��15� .
`� � N N STA. 591+60 L LT `r� \ J .. .. . .. - -- - E " � SEE DEfAIL T' '� � � _ I
_ � x STA. 597+16 -L- LT ���� F� . . _ CLASS I' RIP RAP
`-o� - � N x EST.�BG TONS �
z ` o � � �122 SY GFO-TE%TILE �x �
� .- o ' F -h�� � . - . �
.. v m
30 � PERMIT DRAWINGS S��'}'{E_�� m
� o
> ~ uJ [O \ ',�s, � .. .
, 62
� w o 0 0 ,� � � SHEET OF y,,5- P
o . S S .- �� `\. JS `�,
� ['r ' -.� i i . , ,
LL � � � � /ti . . . . , . _ . . . . ��I�

SO ZS O �JO �OO LA N� PROJECT REFERENCE NO. SHEET NO.
� �7�I I I-3802B 19
L E G E N D. GRAPHIC SCALE RNJ SHEET NO.
. ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
�' HDR Engineering, Inc. of the Carolinas
J —� CH �NE SE DENOTES IMPACTS IN �'� 555FayettevilleSt,Suite900 Raleigh,N.C.27601
T oo �N � N.C.B.E.L.S. License Number. F-0116 IN�����Il[��I,� E 1PIL,.�N.si
� SEE SURFACE WATER
Ylb_ STA• 2� + � DO NOT I9E POR 2/W .4fQ1'ISITION
DENOTES TEMPORARY
= 5 ' � IMPACTS IN SURFACE WATER DETAIL LLL
ti �'I \ \ STANDARD BASE DITCH
a� �„ . . • � � -� i Hm ro s<oiel
� F � � DENOTES HAND 5 �a,�,e� �o��,a� 2007
'y SRS
c f � -.:�i �II��' � F IL ��, . CLEARING . -�__� ,�u� ?:� � 1, G��u�a NAp DOCUMENTNOTCONSIDEREDFINAL
d UNLESS ALL SIGNATURES COMPLETED
�, .'t`^'�t,�l " � �I �. � �` �' ' , .. Geoiox�IcJ � Mn D= 1.5 i�.
�� `t F F DENOTES FILL IN Mo,.a= s r,. DRIVEWAY RADII20' UNLESS OTHERWISE NOTED
� _ �-% 1� � WETLAND SEE SHEET 47 FOR -L- PROFILE
•wne� a I. . a.o� 8 < F.
� ^��' SEE SHEET 59 FOR -Y16- PROFILE
� a,,���_ p • p0 rYPe or�me.= cio,s e a�P-xoP SEE SHEET 2B-1 FOR STRUCTURE SITE 1 DETAILS
-Y � O PROM STA. 591+61 -L- LT
a �
� \ {�—= � � siTE �3 SEE SHEET 19A �
^ ,S_
� _ � � --,S
; a , ; �� .
, w ,a�-,
F
3 Q � � F CL455 'B' RIP RAP
� f�. EST 2 TONS , Q `�(�;� I
� w �� i � .�: - �' 7 SY GEO-TEXTILE ,�?�� �
J �
= a S �5--' _.� _.. .. - RIP RAP AT EMBANKMENT SITE 14 � i '
/
i
� , � �iii, .;,. � �
� z . �� . ' �� . t. � SEE DETAIL'T' . RIP RAF AT EMBANKMCNT � '
� � ' � !�. � -� � CLA55 'I' RIP-RAP� - �-��- .,-. -:� - SEE DETAIL'i'
c, o L . �`, � � cST. t3 TONS . � _ .. . . . ._ _ . . _. . � "��,.'-'.,• C1A55 'f RIP RAP -
E - , V � .. - I .. _ .- . EST. 19 TONS .
w %
2G
�� m �"IS- — 1S'_,.� . . �wFG lc ;Y G[O TEXTILE_ .. . �� . 2- GE - XTILE . ,
a M ATER CREEK --' JS - � kETAIN � -'- �
� _ � -J . ,- ,i - .�S"/— _- 15�- 15 _ _ 15-�� . /
F w _ - ���� � Z�S- -PI�� REPLACE C/ FENCE-...—�,_ ' _ ' . - - � /�� . . _-
' _'"__ . ' -.. .
S -15- —
�`i' o r _ JS ��_'_ -.__.__ f ."_ 15-__�, �. RCP-III-. �; - , )� . l __ ..�- . . �_�JS-_ �15 "' 15- _.' _ . .
v.', a .�--JS� . �...�.-'J -- _. .� � .. . .,�..� . . . . I �15---__.._- . . . . . N
� � . . . . - \ )�.' -. _ . -_.__'. . �_ . _ . � II —15_`_'_ _ I �� _
:-�--._ - - �_. .-. . . _ ..,.__ .__-__15--''- I - ' _'_- � -�:- -- 15
�
� � F� .-: -'- -- ..- .-�� . - -. .. . . - ; � REMOVE EXISTING .�JS .{ — �pp(.pwATER LREEK � 15------- -L,. ` /I� - - - �.
"' �,J,J "" 2GI � p i CONC. DITCH AN� � � "� � - � 15-�_. JS - -
w `�" W�fG �,� A'STANDARD BASEDITCH � � - -. --------JS—.--- __- �. . W
a W W;EL�OWS _ _ _ _. _ ___ . . Ii`� 15 �. - .
�'- w F Gy� W�CLA55 'B' RIP RAP lfij� _ _ . . . . __ __-___ _JS __— JS --_ _ --JS W
SEE DEfAIL 'LLL� tl jp T
� z Z F �. / bv FG \ SLOPE �. 10 9 'r, �-ik' - - - - _ _ y
&-77 '. TYPE �q2" RCP-lil � � t F
� N — _ _ — — F — _ / 8-77 �, '. 8-77 �� � GREU TL-3, +45 . � _ F . . N
� W '---- ---------- --�\ - F W
N- z�i = - - - - - - - - `------ -- -- W
u �
- ;�wF-�- � �� w�FG - � - - t/i
�` - - ------ _ . . - - .
� o � - - - - - - - � _ - . _ _ _ . _ . -
'--- _ - _ _ _ _ _ -
- O - - - - - - > ' 42" RCP--III � -
+ O � - �
0
M �
�� a � _ - - - __ _ . . _ - - _ - __ �'V`/_ _ -_ . -. - . ..___. — _ - _ _ _- - __ . - - .- _ _- . - _ _ . -
s
_ _ _ -�- � _ _ _ 0
�u � � . TB 2GI T6 2GI T6 2GI �
_ � TB 2GI �. - TB 2GI r
� LL
W � - . - - .. . , ._ .._ - __,., ___ - . - - _ - - - . O
c, � � � �..TB 2GI�� � �'- TD 2GI 75" RCP-III REMOVE DI � 75" RCP-III � T� 2GI ��.��.. �
_ Z a
. T6 ZGI
l Q o _ _
i, 'n "' � . r.li. _ RET.,4yE .I _ _ - _ . - - . - _ - - _ _ - - - . _ _ - - _ _ -_ _ I'Q�
T�i 2GI
W _ - - -
o � N -- - - _ - - - �z„ RCP-w N
a� - - - - - - - - - . - - - - - -- -- - - �
�
m J - - = z�i - - - - - - J
� � nve ------ ----- -------�� —� - - I
� m W"�G -- F h 00, GREU, TL-3
-� u — � — — — � _ �77 AEMOVE HW I. . � . .. . F / F - ' - � _ � _ _ _ __ _ CAT-1, i� 00 \
w -- .. _ �: �.. - _ _ � _ 42 ��. - - _ _ - - _ _ _ ' - . . _ — �
� W F � n'PE � 1 1 � � �� 1 1. 1� � � 1� s 1 1 �` � ��-� 1 � � i W
� !1 § �� �� -�a w � �
�iYPE' �,. '� i 1 J � - 1 i 1 1 1 1 �- - ' 1 l 1 �� i i 1 i 1 } i TIE TO
J __ _ _ TIE C/A FENCE O BRIDGE � � g-77 ` �I ��. TIE UA FENCE��TO B ��$ E E S H E ET 19 B EXISTING DITCH C Z
` —= F � l�l ��� ������J,
��
_ w �,a _
o. ^
o c7 \ - , ''. j( ' - CLASS 'B' RIP RAP 1 � - _ �
w
� � WiFC W•�f / �
r
� ¢ x .� . �7 - RCP-III \ Il 1 1 1 _ � . - . �/ �
V - . ; �. ., � - _ _EST.1 TON$_ _— . - .-.. - -- _- - _ _ -- _- _ - _ _ _ V
z v� �
,.--
.v Q o � - \ . __ _ . . �._.._ _ -.. - . . -- - _ . __. . _ 15., % . - _ _7 SV GEO-TEXTILE � I L � . . , � . . . - . -- - _ _ - _ . _ - __. _� Q
- '- � � R[P-III � T 1 _ __ _ _
} � F . . � m� 1 W.FG . W�G �� 4 I. l� �.F J. 1 4 l. .V . _ - _ - _ _ -
w
N � ! ✓d'., . � 1 . . � . _ .. . - _ 5
z m � S _ � :k 1 i. �.Y. 1 1: .i - - �
N F
� � J \
i �. A � . � � m -s�'
a o � o
� � � � � � l � � 1 �y.
�- �� H Y \ 1,`>�� J� � � � i . ,:. � .
1 J
� �; Q '�, � � � ecr. ui � is-csr , _ _ . . - ,. � � �J . . .
� � g o � '��, w e�nows �� ., -- . . h .. � p
a� �
� 1
o � 3 � a : ����� � ��, ( _ �,�F � ,���� i�l i � �` SITE 39 � \ �
- T N � ��� \ � � ; �� � � ,6 �W � �� ;,�
� � w .
� �� > �_ �. '\'. �/ i � m . / -7� tn - . ._ .ga2� ,� .
n �' z z o Y Y \ �� \ , I �m �i�/S\� � � ��� � x E--E `PDE
� — :' //
, � a �.-'� � � b m 1 ;, ` �"��` Y % �� � � �-��.� � sF� oETri� r
�
� � I _ i �•� rr - �-1 _ —
w , a , ,�
� � Q _-
�- i . i _ RIP 2AP Ai EAIBANKM[NT � O
.. x ��
,. m U �- � � � . . � --.�.:�
J w w <n . . � ,�� . I F . � � � �K L � /J .. - ... -. . EST 5S6 IiONS �P I - -
1� Tc /� a 8� SY Gf0 TEXTIt �r,;� .
o � ��i. z Q i ...,��?r �� �. Z j _-
�i�
__ �. ,._ u.� ' \
1, b �
_ , .. ' � ,, � _ — —
E
� — -
� U O
� - z o ; s ��., �� m 7 �� � � _ � - W+
2 � w 1 _
a
- o m r DETAIL T \• F � �� � r
/ Q,
+ � + � �_ � _
n _
p m _ o "' z RIP RAP AT EMBANKMENT .�. . I I � HaF ' �- .. . - .- � N
� LL ¢ Inoim s<oial � '� � �. m � �. ��.�� y . . f h3�R � - -
n � �, _, r \ T
� � �� a z o iom�-.. . . m \ _� I - � . .. i _- � __ . � .. J .
� y Q
� � o o r omn � t.om��. -is� �� ✓s � c �'�/j�/ �..� � � . � .. . - - . . � ; - _ Z_ao. �Z,p- V�
n. �+ a F- o �red� � �r � 1 . � � �'FSBK� E . -._� . ._ �rmo. �.a. . �-vi
J � .. w � . _.. __
0 0 �� `� � ay
0 0 � \ � w I r^ n'//` � � / / - ,, I 1S �_�_- � � n�` � __-_ _-_- . � "�'° �s -a � �
� uS ¢ ¢ GEOTEMILE � � �
r O
r
� Q S �.\� � /I//� '-��s i oN �o
I \ I I I I � _���_ ��
�" Q � W TYPaofLner- CLIRp-RaP'wfhGeolexfle `.`� �j� ,I�( I . . � E . r. �
�I�,I�- g � � --15� � � RIP RAP AT•EM6ANKMENT
� c�v N STA. 591+60 L LT �'.�V � \ J I I I r�1-��'J � . . . . .. -- - E SEF Dt7A1L 'T' ��� � _ I
� � x STA. 597+16 -L- LT ...'� F . I , _ CLASS 'I' RIP RAP
� ` o m �- F jp+00 I I``I I __ o
N _ � / EST- BG TONS �
E � �122 SY GEO-TE%TILE s
y11 ` l m 7'
� c �`p o � t0 � �J � I I\� �_ �� ,�.5
> L
M � I�� I $E� $i�+E�T
�� � � o o . � ��� �s � ,I � PERMIT DRAWINGS 62 ,�� ;�, �en� �.
o � _ � � -s ' SHEET OF =
0
0
'-LilS/ ��JSv
r~- w � � ��� Rtr /N . � . . � �. . , .. . .. �. . . - ,.......
�I
LL � � �

a
0
c�
c
m
u
0
z
�
a

a
+
z
o F
o c
f
N
+
�
d'i
�
H �
o �
�
C
C1 �
i
a N
G �
CT p
c
2�i
U
� �
�a
zw
�z=
a
� w
3
0
m
3
�
U
a
N
0
�
�
�
z
x
U
O
0
N
� #
0
�
a
a
a
i
¢
i N
0
�
w
� �
) Z
�
0
� m
N
i �
� o
N
N
g•
J
m
�
�n �^ �
� o
y N �
w �
� o i
N U
N Z
x a
� �
¢ ¢
0
ra'i �
a c�
i w �
� H
z
s m
w h
._ �
x �
�
3 �
�
m �
o �
O
�
2
ti
O z
U
w
O F-
H Ja
�
2
c� o
� a w
�
y
M
m
N �
E
Q
W �
� �
H
� U t%
¢ w
H r�r
; ��
C� ('J
z z
¢ ¢
00
r r
O O
N N
� m
0
_�
0
�
0 0
0 0
> >
�
�
SEE SHEET 22A
5 � SITE 17
i _ - _-" �� - 15' RCP III �
... , 2GI WiFG .
i . -' .l$" RC III�
CLASS 'B' RIP RAP --
E5T.2 TONS
7 SY GEO-TE ILE
SEE SHEET 22 g 15" `5 W,E`e°WS `
REM���-
� . � SO ZS O �JO �OO LA N� PROJECT REFERENCE NO. SHEET NO.
� �7 = I-3802B 22
� � - RNJ SHEET NO.
� \1 . -� -� GRAPHIC SCALE ROADWAY DESIGN HYDRAULICS
. 1� -k� .�� ���� . ENGINEER ENGINEER
��s' -� ��� � �� HDR Engineering Inc. of the Carolinas
��aE°��� ��� N.CBeEeLISStLScense�NumbeNF-01606
���
� ��� �IJ �'�, ., � 6�`�f➢�1P o�+ IE 1P� � o �
. _ � �' / 4 J
• _ i �_�
F � y } �inr�iE � �aowr� � � �
/ a> i�.1 �E -' � fl ,4 c`?'�� � �r _ � � •t��,
I � } -�,s�"��r- %� y SRS DOCUMENT NOT CONSIDERED FINAL
I-��S �' -��r ' I �L - NPQ a UNLESS ALL SIGNATURES COMPLETED
� , ��_�,
� � f DETAIL O
, I � F _J �. ��j, - li � LATERAL BASE DITCH
r I
_ r - �,a��, WFF � ��, A��e , g ��o„o =�a�o�
. �.� _ , i I � i i_ A= IfJ� � C.-: : . .. . � , - - . * . .
x _ u
7 T �.oi Ir• —yl
2GI I�L 1 1� 7� 1, 1 � L P.pE c_ i � Gro��d ?.� -p ti.� i•�c�. F�II �`'.
,,. � I sioae
YJiEG�. :� '1 -. � ,. L��.�� S E E I e I Min. D- 7 F�.
. �•�`I 6- R Fi.
� � �� Y � V H E ET 2 2 D FROM STA. 633+00 -L- TO STAF'634+10 -L- RT
�' i
. . � ^� _ _� i � _�. � .
- ` I �I "{_ .L � .. . . _ . _ . .
� � I.1 l." �./I1� �VL./ � . � . ,�����y •�
_ _ _ - � - ' . - / .
i
,� �`SEE SHEE�� 22C � siTE �8 _ ���' � �� �
\ y��s
I�n
—..__-�JS�_: T � ' IWiFG ; i . RE OVF . .. . .. ,. .i.�_ r
WATER CR£ER � ----- � � i ' � - � ' ' ' � RIP RAP Rl Er18ANKMENT - - i . _ _ �
�S ---- F � SE D TAIL T - -
_,__-- JS .�_� _.-_- JS---__�_15 ___- � i i �� � � CLASS I RIP-2AP - .. . � _ _ . . - - _ _
N ���-�JS-'-__' - __-_J . _ _ _ _ _-1'.<, -.�=JS� __ �. ._ f ' _ _. . _ _ ._. ._ _ - �ibiSY G�O-TEXTICE_ - - _ _ - _ _ _ _ � / � � _' N
F
_ _
_ _ _ ;, -��>_ � - _ _
-- _ _ � . � �, ... RIP �RAP AT E�Fv�1BARKMEl+1T
_ . _ _ _- _ . _ - —_ . _ . : JS �. , . . SEE DHAII 'T' - _ _(� _ _ _
_
. _._-_JS- .,.� s.- � � ' � � I CLA55 'I RIP R4P - �15: .j5: _'_ ...,-_- _
� - ._ . - � � .. .. ���.. _��S - . �J$___-.___-' .1� --. �-15 .. _ - _ - ..�. .� � .. E5T.20 TONS \K `_ . _
" '
�.. i i ���: - ___ - 15 - � -' SY GEO TE . �,J� � , .
S 15- 28 XT1LE / �
W . - �. . _ .. � . .
W �' �� CL4SS-'I, ,RIP RAP : - ✓J,_ .. il_ � _. JS`-. _ -�)5-.-_ .-_ '� , . i - - _ .� 'lS 15-� -�-:��15�_\ W
2 EST 11 TONS ti'i � J ` 1S _-J5 ��S ' -15�-I 5� ; =C0[ — E :'�j
�. - - �
�? SY GEO TC%TILE _ V - - � �- �, �i� -` HW 18 CSP�� � / _ j5- J5�__ �'47E'q �RE � ,/ S� �
^.. CSV � _ . I � _ . \N ELBOWS - -15�
ViW�ELf1GW5 . . - � F . . - \i .,I,Hw - _ _ -t- - ' _ _ N
. _ F -�- �- . ._ __
W
W F 2C�1`iJ�FG ��( 2GI IS" 2GI P � � 2G1 IS' 2GI W
� � F W
N - _ _
- . . _ _ _ _ - W�FG . m _ WFG - _ _ - N
'`/�- _
--- � � RETAIN - C NVERT DI _ 2 �- O O
O --- - TO !6 W�SLAB . V --
O _ _ _ _ -. _ - _ _ - .. _ _ _ N _ _ . _ 1S" . - _ _ . �� REMOVE _ _ - _ _ _ - O
w
z
�
- --- - - RCP-III T6 2GI S'f TB 2GI TB 2GI -'�i
_ - - - - TB 2G1 Conv. DITo I - - - -
� TB 2GI - 16 W-SLA _'. f8 2GI 75" R P �. \. . _ - _. _ ' RCP- I __ _ _ - _ _ _
T8 2GI �,�,7F
N� .. _. �� -i i-i- _._ _ - - _ - . _ T6ZGI - - ' ' TB 2GI�. I� 15" RCP-IV � I '_ � ,� .� '. - __ - M
� � � � � � � TB 2GI - T8 2GI - - - . . �.
18" RCP-III � ' RCP��III �
_ I REMOVE DI T6 1GI 75' RCP-III �
• - _ _. '_ - - - _ 15" REP=111 _ _- - _ -_ _ �d . _ - _ _ _ . _
a . . _ _ . _ _ _ _ - _ _ - _ _ �°� _ _ . . � REfAIN IS" RCP-IV � O� _ _ - - _ _ _ . . _ _ _ - - __ _ _ _ - - _ _ _
_ _ _ _ _ s
�"� - - - - SPECIAL CUT DITCH Q �� Z - - -
_ _ . _ — � � � .. � w
N aa F ' � - - - - -_ --
—_ -- - - - -- - — - — -- - - ,
- - - - - - � _ GRAQE 2�Rl+IN G DE TO DRAIN .. . - - - -- - - N
� -- - - � - - - - - - - � - - - - � - - - - - - _ - � -. . _- . _ - - �- - � --� CA7-t,�'+ls� - - - - - - - - - - - - - - - - _ -- - - ---- - �
J _ _ - - - - - - � GLASS '6' RIP kAP - �
- - - +40, GREU, TL-3 �_, _ � . � ^ - -
I � _ � � �. l- — -"� — '1 �.� � � ���— � � � ..� � — TYPE � J` .ByPE � iU�j I 1; H F REE RAP AT EMBANICMENT — ..- _._ .—.._ � � �_ � � � � � I
W � — — � 6-77 � 77 � F 5 DEfAIL 'T' \ � . � .
Z SPECAIL CUT DITCH— � � � �� . :i'I� CLA55 'I' RIP RAP TIE TO \� _ _ _ — — - . W
SEE DETAIL'H' F E5T.78 TONS EXISTING DITCH Z
J C�� . -- -� � �r 1 - 105 SY GEO-TEXTILE C SPECIAL CUT DITCH �
� ... � - - - -- - SEE DETAIL F
BERM DITCH Z� BASE BERM DITCH ,. �,.� SEE DETAI� O_ __ _ - - _ - . _
.,'-
SEE DETAIL'B' __ . __ ..- - ._ - _ - — —_-____-_ _ � . � � � ^ _ _ _ . I
u SEE DETAIL A . -.'_ -- -� � 2'BASE BERM DITCH -.. LATERAL DITCH� -- ' � - SITE 1 VA �� . .. � - - ---��—'��-�--��'__-�-�-�� �- -.. � .
-. /
� -_' -- _ _ __
SEE DETAIL '8' � W/CIA55 6' RIP RAP I � ` � � � - �
� � � � ^'�. _ .. � - - E5T 20 TONS .. vi . �
- -.� - -pF 44 SY GEOTEXTILE CON�ET�%ig� FEN
� rR,A� I',�i I �_- .� - SEE DETAIL'£' I . F
T
� i . ,�
- I RIP RAP AT i .
�' ����� ��' -- EMBANKMENT i
" ' � ..tf � C1C.55 'I' RIP RAP �
�a���`' esr: e raNs • /
�. � � _ _ ��\� �- - _ 10 5Y GEOTE%TILE CONNECT UA FENCE , - � � DETAIL T
� ' � 'T2�" �� SEE DETAIL 'T' �
_ / � � � �_ � ,`JS _ . . . RIP RAP'No aMBANKMENT
. . ,_' �.'-�,f"'� / � � !�„� . �f , -_ __ - _. . .. . ' `/ Jg\i� � �a'm � � �--
�
.- �-,� � _. ,.r_`.n�!r�'�' .�. . �' `>'` , \ , ._ �..
.. . ; =�h _ �_ . - \y \ D��ch - 1.0 min. - 1.5'
1�.�'Y . _ � _ . _ . 1 /r G.ade
� r N,
/ � — _ _ ��� -- _ � - _ � i�
. � � -.- Z I � ' _= _ -- F �I � � / - GEOTEXTILE J
�
N
/ i I .� I. I . .. . _
I�. Type of Liner-- CL I R p Rop wilh GeMe.'lile
,I I STA. 633+25 -l- LT
I � � ., �� � � '+7 1 ' ,, � - 1 ��'V � . . STA 639+60 -L- LT
�\ � STA 634+75 -L RT
.. . i i i �� �,, STA. 637+05 -L- RT
`y }I r
. -- . I _ I yJ . � h �
� � �I \\
) � � �' .
DETAIL FF � �
BANK 8 SCOUR HOLE STABILIZATION . , , �
(Notro S�ole) _NATURnL BED � �] � � �I
ELENPTION �' -�I
o.ai r�l
�,o� n � c�o��e � � � ..�
,.5� -� �I-.�,; i . ,I.
GEOTIXTILE -` � E%. SCOUR HOLE ' i i �- I I�
TYPeofLiner= Cllftip-Rop , I.'i '-.I �.
FROM STA. 614-F30 -L- TO STA. 614+46 -L- LT , � I.
�'�,�� 3D+60
�'' �
�
LEGEND:
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY PERMIT DRAWINGS
IMPACTS IN SURFACE WATER SHEET OF
DRIVEWAY RADII 20' UNLESS OTHERWISE NOTED
SEE SHEET 50 FOR -L- PROFILE
SEE SHEET 59 FOR -Y77- PROFILE
SEE SHEET 26-1 FOR STRUCTURE SITE 2 DETAILS

z
� r
N
+
�
d'i
�
� g
o �
�
�
��
{
a
G �
c� �
c
2�i
U i
H �
0
� z
� z
a -
� w
3
0
m
3
N
U
a
i �
0
r
�
�
z
� i
U
, o
0
N
i #
0
�
�
�
a
i
¢
N
: O
0
i �
$
0
� m
N
i �
0
N
N
g•
: N
m
a �
�n �^ �
� o
y N �
W �
� o i
N U
N Z
i x a
� �
¢ ¢
w �
ra'i �
a c�
i w �
� H
z
s m
x �
�
3 �
�
m c�
o �
O
�
2
ti
O z
U
w
o r-
� a
0
z
c� o
� a w
�
�
�
m
N �
�
<
w�
>>
�
� U t%
¢ w
H r�r
� � d
� �
z z
��
00
� �
00
N N
am
0
� m
0 0
�
0 0
0 0
> >
�
�. � SO ZS O �JO �OO LA N� PROJECT REFERENCE NO. SHEET NO.
� �7 = I-3802B 22
GRAPHIC SCALE RNJ SHEET NO.
- � � - . I �-_ � 1 \ ��. _<:. ' � -`� � ROADWAY DESIGN HYDRAULICS
{� i 1�� �, I � ��'_��� ENGINEER ENGINEER
I �/ v ` + I�� ' 1��5\� ���T • �. �11 HDREngineering Inc oftheCarolinas
ti �/ L-{ i ��µ p�i ��o�. �i )J 555 Fayetteville St, Smte 900 Raleigh, N.C. 27601
? '� ,I II - j w�E °fe � /� N.C.B.E.L.S. License Number. F-0116
- �T�� ! � I � � n � �%�`�-- �;��� 1fNC���1[�IL� IE 1Pd.�N�
�; s � �
,\� •' �� � : �II I II :.��%% _ \ J _ DO NOT I;9E POR 2/W .4fQ1'ISITION
4 �9q�
� o "3�� C€1VEnaT JR ' I � . . O � � � � � ' .
\ �- ��% \_ .. _ � �69g� � .
PIJ� S I A710N � �'� �� � � �-6 � -
�'�� ' � � 9jI -' �� -
� `• `F� J � ..APllE R� 6ROWfJ -__ � � __
�-. \ F F I F L� . pE - F p� r � w. �' - Q�7
� l/ � ' � I" I '�i ^'� ��` � �r�siw� w _ . S 2
� � �I ��,o I� I� � Y �"'��� � ��� " 31 SR DOCUMENT NOT CONSIDERED FINAL
S E E S H E ET � L A I � �� 1� � I }\" m I�� '' a�m � NP� a UNLESS ALL SIGNATURES COMPLETED
-: �� �' -1 J ���fl51 N�
� = DETAIL O
O I'� .: _' F -�.� . -, LR �14-� _/,--'r�. LATERAL BASE DITCH
o I `s - �x�,; s WFF �, ,A��� , g ��o„o=�a�o,
� I �i\��N� v�°E7�` ' �' * b
O � .. I � � Ha�
0 5 17 � I � � � ��_ o �.o� f� 7
M � S ITE 1/ �. 2GI �, ,_ WAW . L P..+E - Iv6 /► �� !t cro��d ?'1 p ti� i•�c�- F�II l`�. �
_ _. ____ � ."i ' L � l0 so
lp � i .i - ;� - '� 15"-RCP-III� I �WFG�1 1 i � J � - �.
i pe / J
e Min. D 7 F
-' �-' � i . 4 . � 'i a:�!! 6- R F1.
. .. ' 1G� W.'FG-� � I � � 1 i Y `- /'� /� b- 5 Ft. � -�
� � � � I � 'I �:! , � � �./ � ` ` ■ L L D FROM STA. 633+00 -L- TO STA. 634+10 -L- RT � ��
:is-Pc ��� � � SITE 1HB ,s,y ,
r
CLASS 'B' RIP RAP - . . . ' / -�'
i
EST. 2 TONS � -. ���_ : . . , _ � � .. .{,.i_ �. .
7 SY GEO-TE) ILE � � ..�. � � .' -
/ SEE SHEE� 22C
SITE 18 �� �
S E E S H E ET 2 2 B ,5 �5 W,E�aoWS - h,,s- __—
�,, _ _
. _. -�lS-- T . IWiFG ' �..i�.,. 4 � R�O�'e . .. . .. ,. // � ��
5�'ATER CREER � �� JS- � I ` - -
RIP RAP Rl� Er18ANKMENT - - . i. _-'- _ I/
_:.- JS--__� �- --- JS - � . i F F � - � SEE DETAIL 'T' .. i�� . i . � � - - �
. . ' . CLA3S I RIP-ftAP � - - - -
� ��s_ '- ,s- - _ �-,- _ i ` " M
---�s-_- -_ �
N� -___�� . . . _ _ - . . � �,'` . .i—JS�- � , .. 16 SY GEO-TEXTICE - - - - - - _ _ _ _ - � S� -. _ _
_ _�.,._. _. _ JS __ . . . S C 4 DETAI RI RBAPRK � 1 � - (� . , N
� - . -:--�---�- .. � - - . -- �� =�5'__ -_ 15- -_.______' _-JS - -_ _15--�� EST.20 TONS \K - I'�
_ _ CST.-12-70N ii _ ,,..: . MEI+IT ' / -.
_ _ __
LLI ... �.v,,� .. �S_._�-._ .. �15�___. _ __.-_ ._ . _ S -__-.—JS. __._. -15--�' �_�' 28 SY GEO-TEXTILE --�� Lj5_ / Ll� _ ..'i� .
W � ��.�� �� ClP.SS .1 RlP RAP � ✓J' �- -____— JS-- . .. JS- / - -JS ____ i lS� W
-J .. �- JS---_ .. -15-_ ' _ .--.15- .� �
' EST.11 TONS -1 �. . � .- - -.".. ----- - - T
_ �' S't GEO TEM ILE , `� - ' �\ _. JL. . HW .._-__JS_ __ _ IB CS?� �\\� � / j5 15-' 15 _�COLaFi'47E'q � EA' ���\ 1
.� „g'CSV � '�. _ _ W,c'I6<)w5� � -_ __ .15� _ F
N w-e�nows � � �' - �
F _ _ 'HW - ,- C�i
W -
W F ?��'=^�`F� -�'` z�� is zc� - -�� W
N = n �c;, ,s- �ci F W
- wF� w,r� N
- _�- _
- - ---- � � RETAIN - C NVERT DI _ Z :- O O
O _ — --- . _ TO !13 W�SLAB . _ V --
� . . . . _ _ _ _ v _ _ . . 15" ._._ _ � - _ _ - _ - - .. . - - _ -
_ w
- � `� i � ��. � REMOVE - - - O
. - - - - RCP-III T6 2GI S+ TB 2GI TB 2GI �i T8 2GI .�. � _ _
�- - TB 2GI Conv.DlTo ,i�..�i._ -
� ��- TB 2GI 18 W-SLA _' f8 2GI 75" R P �� .. 1. ' RCP- I
. . .- -._ _ - � _ - - TSZGI - - � - -. �. 15" RCP-IV . _ _ - - - - M
� � 18" RCP-I � � � . .. . � ��� TB 2GI I TB 2GI. � � � . _ -- - -,
11 TB 2G1 - -- - I REMOVE DI �� RCP��111 76 7GI �
. � - - - - 15" REP=HI - � �d 15" RCP-III �
a � � - _ _ _ _ _ _ _ - - _ - _ _ .� p _ _ . �REfAIN _ IS" RCP-IV � �p - _ _ _ . _ - _ _ _ -_ _ _ -'- _ - _ _ _ �
_— ° m
F- - se=_an� cuT oiTCH - i -- --- F-
N � - - aa F - - - - - - - - - - - - - - - - - - - ------
- _ GRAQE 2DRAIN GR DE TO DRA!N . -- - - N
_ _ . _ _ _ - - _ _ — — _ — _ _ _ _ _ _ _ — _ _ __
I_ _ - _ _ _ . . . , _ . _ _ _ _ - - _ - _ _ _
J _ _ _ _ _ - - - - � - - CLA55 'd' RIP RAP ' '� - - --- CAT-1.�+15� �, - - � - I
1- 40, GREU, TL� �- -_ � ..e. - - - - F � � � — '� - �I
� .� _
I � ..a � �- — .-�-- — � � � �C� � F � � ..-- TYPE.,... '�TYPE� � i_J i, .I. i F{W RIF RAP AT EMBANI(MENT , � I
W � � — — � � B-77� ��8-77 F SEE DEfAIL 'T' \ � . <
Z SPECAIL CUT DITCH— � � � �� __'_ ' . �C� t CLA55 'I' RIP RAP TIE TO \� _ _ _ — — — W
SEE DE7AIL'H' F E57.78 TONS lFIS71NG DITGFI Z
� C�� - 105 SY GEO-TEXTILE ' C SPECIAL CUT DITCH
= 2' BASE BERM DITCH .. �., SEE DETAII 'O'_ . _ . _ _ - _ . ----- _ - _-- __ _ _ - _ _ _ _ _ _ _ _ _ - _-�\ \ SEE DETAIL F
BERM DITCH SEE DETAIL'B' _ - - - -�'. ------- - ---- .. - / . � I
i'
c -
SEE DETAIL A - � - _ �� - - - - � . � c 1 y^(� '�'�''��° ��-� — ---. � -
U -_— __- 2'fiASE6ERM DITCH `,. � LATERALDITCH I I � :.JITE IVA ��:�]r\� ' \\ l � ' J �-_ _-___-"--'__ �-: __- I'��
� --' S �F J, W/CIA55 B'RIP RAP ' .
� . . _. SEE DC-TAIL B _. - '\ . . . .
EST 20 TONS � � \ \ \ I �
' � � � � � 44 SY GEOTEXTILE CONNEET f',/ FEN \ �
� S� SEE DETAIL'?' ' F �
�i�y �. � RIP RAP AT . � Q' �\ \ �
✓
I
@: � � / � C � Lh.£ } J _ ) ! �_ -� EMBANKMENT � '�' � \
/� ��\ L .� J-J ppi- C1A55 I RIP RAP I . �\ I
��� �_��=1� �` � -`:�PakL3N�/ '_ E5T.8 TONS � / .. . ., � � \
�
.�_ r��` I .. 10 SY GEOTEXTI�E CONNECT C/A FENCE ( l \\\ \ � 1 DETAIL T
��"��� /� c�-� �-�'��L � SEE DETAI� 'T' '. 1;j�. 1` -. \ \ � RIP RAP AT EMBANKMENT
- �=��� � �, (` �, ���-�� �� h \7�—, � �� : � . :- . _�. � . / - � �� '��5� = �' .�.e9 �- / � \ \ \ \ \ � \ i � m� S�o ,
\ \ . .� : -..�. ",�- � r�.l:.T J� I� � �
\ �No le
- . { . \ � �\ . ` 10 n
'�-� r���'{�' � � 1�'\�� � \�, _ . ..\ `Ci -„s."�i / \ `� . _ \�' P:`, _� � ) � f \ \ �
.. '�- ^J� -� �� . � � V , ... - ' E' : / / I � \ I Gmde iD -1.5'
'� ~ � � 1� \.�� .\, r .:-�\_- �� .. D � I . �� .. . 5�� JN � ' — � .] '.� \ \ \ I n .
/ \ y5�-� � I
/ / \\\ � \ � .... 1 � Y�� �`� Z � , F > e � /" I � __ \ � GEOTEXTILE � ,
� � � �� . ' � � .�i i"J M9APF�IIu W �MITI-I LI.AL ` \ I t
�l/ELL /=,_ _ /� � ._ 1 � ��+�, �� A � � �� OR �� , � � �48 � rype of u�e�, a i x��eap weh �eme.�da
, . . _ ... . . / " m�/ \ I I I I I i I . �� . '� I _� � �1 I � � J ( / I I I / ' STA. 633+25 -l- LT
47 < , I I 1 �� �'I 1`� _ \ STA. 639+60 -L- LT
�\ 4 � STA. 634+75 -L- RT
� ° _ � � �� � � � � + II, I � � � � � � � � � � srn. ea�+os -� ar
� � �•�11�� ' '� .
I � ,.�t!��I�II� ��i��� � � � ����������������� ���,, ���� ,;
� �— � I�m; �� ����� � 1 �
DETAIL FF � ��i ������@�I��� � �����I��� �
BANK 8 SCOUR HOLE STABILIZATION ��L I �� �' L E G E N D•
(Nofto S�ole) T �
—NATURnL BED . . II I �'i�l�l;\` � � I Cby •�
/ ELFVp�TVON � QI� I ``I'�\ 4�� \
� �� n � cro��e ' �! .
,5_ � ���� , ''"�I1��4��' DENOTES IMPACTS IN
�Ear�T��— ,,,,I� !�IpP�I;; ' i�IIIIIIII����� , -� �, � SURFACE WATER
'- E%. SCOUR HOLE
T"'eO"�°ef "�""."�, � (�I�i���l���, °' IIIIIIIIIIIIII�d� PERMIT DRAWINGS
FROM 5TA.6,4-�30 -�- To sTA.6,4+46 -�- �T II�I�IIIII �-�' ��,�IIIIII�IIIII' ���I � DENOTES TEMPORARY
` �I � ' 1 III�'"• �+� � IMPACTS IN SURFACE WATER SHEET OF
�IIII����I�II _ ��IIIIIIIIIIIII��`� li DRIVEWAY RADI1 20' UNLESS OTHERWISE NOTED
SEE SHEET 50 FOR -L- PROPILE
• SEE SHEET 59 FOR -Y77- PROFILE
SEE SHEET 26-1 FOR STRUCTURE SITE 2 DETAILS

LEGEND:
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
15" RCP-III I
�
2Gl W/FG' '� - - - I
-_ � -
�I� � r�,5„ RCP III
;LASS 'B' RIP RAP - F
ST. 2 TONS �-� � �� - ' �- -- --
' SY GEO-TEXTILE
__ _ /.
15" CSP W/ELBOWS _�� �� � � _
2G1 WiFG � � REM��E - `
_ -_ j, ` `.
1 F
�� i IUIJ � �UfJ�-i I �N,I i ��� � �� ��� ��
_ - - - _-=�_ _- _
-_JS�-�- =_t
— JS-- --
--�S � --'--J$ - - �
F
„ 2G1 - �5�� -- 2G1
WiFG WiFC
RETAIN
� 15" - -
. � _,�TB 2G1 �5.,
TB 2G1
LANE
�1� HDR Engineering, Inc. of the Carolinas
J 555 Fayetteville St, Smte 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
���5�
N
� � � � -, � -�, il-1 W � � �
WiF� � � � \ I ' - i �
� - - - -- � - �
� r� � �� ��`
��� � 1 : � c
�� 1 � - _ _ �� � _ ,� ��- �
� -- ' SITE 18B
�� � � �
l_ - - --`� ;
� � �� �I
��' � � _ � �� -'
� � ��,��� ,�� ������
l � �`r� � � ! �
� RE14�OVE i i i_rf��� T��1 v� 1�
��,/' �'-�- � �,��-�r.l Ui���Jr�.�IOWP� �- ��-,���- - r,_- �RIP RAP
F � . �,� � � SEE DE-
�� a� E ��3�-,u.x�`ti--' , = S� � 2�
� � � �i �_E��=7�2;45' T� � �,_ - - -16 �Y -�
�r _.- - �
� � ,� ��
_, � -- -
JS -- - _ JS- j -- g
�/� \ S _ - _ _
- �� aS � - - �� i i i .! -JS� � - -�
V' �I - ii��!' _ - -
� HW
F T, ' \, �
CONVERT DI
TO JB W/SLA
25 +OU�
TB 2G1
PROJECT REFERENCE NO. SHEET NO.
I-3802B 22B
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
dNC���1�IL� IE 1PIL�N�
DO NOT I�9E POR 2/W .4fQ1'ISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
25 12.5 0 25 50
I
GRAPHIC SCALE
PERMIT DRAWINGS
SHEET OF

a
0
c�
c
m
u
0
z
�
a

�;
0
a
�
G a
� � �.�
�, � -
�
2�i
O O
U
0
� �
0
Z
O
LY J
O c
� w
�
a
�
�
0
U
z
Q
a
O
�
c�
y
m
� ~
_ z
0
w
o�
J
r ¢
N
n o
aw
H
N y
m
J Q
Q Q
d
a�
oN
w
a
��
�
o�
wa
�z
> Q
S 0
r r
0 0
N N
� m
O
� �
O O
M
O O
O O
> >
� �
,` SK
�- 1S _
�'�-,..___ -JS ___
RfTq�N
JS
—JS
y
���I �
�����5 `+\�' /.
� "�C' �n
�,/
�'
50 25 0 50 100
h-��,-�i :
GRAPHIC SCALE
LANE
�1� HDR Engineering, Inc. of the Carolinas
J 555 Fayetteville St, Smte 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
PROJECT REFERENCE NO. SHEET NO.
I-3802B 28
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
dNC���1�IL� IE 1PIL�N�
DO NOT I�9E POR 2/W .4fQ1'ISITION
s. .,
�.�
.I .
I
�� 15 T(� DOCUMENT NOT CONSIDERED FINAL
}� � ,��:�.� I i-.. - ,i �, .. , - . .� —IS �--- � " "'HLI UNLESS ALL SIGNATURES COMPLETED
,,� S
NE, SEE SHEET 38
�. �� . ,. /'S/ ��- � i\..� �, . .
� � 15 � ' �%BD � \` �
�s _
� * I" _�� ��� '� ' `r
�_ ; in � J � ,5 -=-' _-� � . .
/��z- � =�_-r � ,�
� � �-is� � S%l / �� r � � � � i �_ � ��l t��� —�is-�
� . s , '`
�� 1� � � � A � �<-
-e�m-` � - � s� � � r � 1 r �_�
_- j�`' 15. S� _.. �- �f-W,- _ ��� � � JS�
� � _ -•� ; � - .
1,.,:,^,._ -- . � � \ '�_ Y � � i 1 Y : \
\ S�/ JS�
� �� .E 1 �qT / �(l�' 7�
. �\ �� �_- ' lvk/1 �`�� � E O
i �-.
1
3' 9ASE LATERAL DITCH�
- ^ SEE DETAIL �Q�
V y
FILI IN SCOUF HO�E
� �,5, aAss r eiP eAP Channel stability will be evaluated SITE 31 ��d
�� � see oeTna FF �,rean� v oiTCH following completion of work.
� - I 56 SY GEO-TEXTILE ��
� ..— -_. " - , __ _ .___- _ _ _._- - .. - _ . - -- --_ _ --_ _ . ,.. ._ _ .__ . . �
W
V..� / �_ � �
2 / / — — _ � � _ — _
(n F /
W� � GREU, TL-3, -i�2g �
N - -- -
0 — — —
�I
T -
� TB 2GI
N —
I� is acP-ni
a Ta ���
�. - - - -
N
�
J Z�
I W,
Z� � +50, GREU, TL-3
V� — — — — — — — — — — — — — — —
� .�� I�� � I i _--_-_-_- - ^.-_--_ —__
.�-'�_I��55 —[,',rr�r I`�� 9
1 �
. . . � . _ . . �. � � _ .
T
PREFORMED SCOUR HOLE
'NOT TO SCALf
PL4N VIEW —wni univaa�caouno
Ou� ar A
L J
,�e�.�oo`�Pz�,'— � '
�o„�a.� .�, ���� _. _ �. .
SECTION A-A
. m oe�ni
iHaow �o ...T. xouHo
w�.r �Eo,�r� = i i e—I M�.���
-STn. ]30�00 -l- Rl
B- H
D= IN
w= aN
F i..
� _ 36" CP-III
--- _ ��___—
� . � . , COLLAR - . . - F
-- - T813w5LA8- --�-.Z --
(
rnn -
-- _Z - Q
TR 1R wiSLAB
2GI 3G"
IS'. W� G RCP-III
�
75" CSP
W�ELBOWS F HW —
� � COLL
� Hw -Ex
C
36"
PSH RCP III
- -� - � - SEE DETAIL - -�
. 51-IEET 2D-3 _
PREFORMED SLOl1R
HOLE DATA
Q10= 2.7
13 ��,�' \
�z .
� ., , ndC I_7D`"�,.,� ��
�, . F r. :=r �
SPECIAL CUT DITCH
//� SEE DC-TAIL "F'
/\— `/
'� �--
. .-. .���\ .
TB 2GI
- - - 16 U!.�SL43 �,
— _ — _ _---- � c _ f— � �
TB 2GI REMOV[ DI
RETAIN 15" RCP-
/ . i _ . - . -.-i
CAT-7 � � � - - - - _ -
F Rery�V�'�� .. f - � - - i REMOVE REMOVE DI �
. . 75' RCP-III- � .. . . . . .
-- - is -�s----- -- �-- — -
AND,. �T'T --_-_15- __ ` �-. \ — — — —
2' BASE OERM DITCH
�o . �� j� i . CLASS 'I' RIP RAP � -- i JS — � �EE DETAIL '8'
EST. 3 �� �y7 �� ��� 2' BASE BERM DITCH
-- -- SITE 3O � SY G�D�TSL�J �' Z�BASE LATERAL �ITCH
E T �- �- �\ "- ` y- SEE DEfAIL 'B'
� SEE DETAII 'P'
__._. __. -_ Y �r��._--_ _ _- '— _. .._ ..-_ _. .��:
.. _- . . _ � - - �l 1 � �`i% -__ -__-i.__-_- -- --._-r._--__--- .-__-:' - ._.
\
1 Y � �s
/ \
SEE SHEET 28A � �
�
��
,� ����� ���� ��
�S
� � II
�
��� �S .LEGEND:
� %,
,' �DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�
N
H
W
�.�..�
2
_F N
w
V..�
N
O
��L�
T
�
M
: I�
�
�
�
J
�
w
c J
— T
U
�
DETAIL Q DETAIL FF
LA7ERAL BASE OITCH BANK 8 SCOUR HOLE STABILIZATION PERMIT DRAWINGS
� No� io Scvle� � � rvo� �o S�vle� _ NATURnL BED
7.) b j- = �{ ry� II � ELENntION
Naroml J °�°� ����� S H E ET O F
1'��. ?./ p 2\ 1"��. Gro�nd G.ound � Graund
Gr�urol Min. D= 2 ii.
ound � 1.5' —'
9= 3 Fr.
h= 5 Ff. GEOTE%TILE —/ � EX. SCOUR HOLE
FROM STA. 738-50 -L- TO sTn. �as+2e -�- �r T"'e °r""e'= e` i"'°�R°' DRIVEWAY RADII 20' UNLESS OTHERWISE NOTED
srn, �3o+es -i- iT SEE SHEETS 55, 56 FOR -L- PROFILE

�
m
�
ti �
�
y �
w o
� x
U
Z
i Q
O
?
c�
i �
m
�;
0
a
�
G a
� � �.�
�, � -
�
2�i
O O
U
0
� �
0
Z
O
LY J
O c
� w
��
� z
w
0
o�
J
r ¢
N
I� 2
O
aw
�
m v,
m
� o
¢ ¢
d
a�
oN
w
a
��
�
o�
wa
�z
> Q
S 0
r r
0 0
N N
� m
O
� �
O O
M
O O
O O
> >
� �
SO ZS O �JO �OO LA N� PROJECT REFERENCE NO. SHEET NO.
y � �7�I I I-3802B 28
GRAPHIC SCALE RNJ SHEET NO.
. �� ��- l+ �;I � r� oo'I -� I �-�� ` ROADWAY DESIGN HYDRAULICS
_ � � � -� ^ � � \ � . /- 767� I �� ENGINEER ENGINEER
S i k� 11 HDR Engineering, Inc. of the Carolinas
� — �P�� � � � � � ' �,��� � � J � � .:i' � - �J l 555 Fayetteville St, Smte 900 Raleigh, N.C. 27601
� N.C.B.E.L.S. License Number: F-0116
- — � � � ^js�\ ~ \ f l�P� a '� ` °� �� ���� IN�����Il��,� E 1PIL.�N;�
G� S DO NOT I�9E POR 2/W .4fQ1'ISITION
��_/ �� ����� �� `���� � \�����
� � _ _ /� , � "s. — — _ �„s" ' - � .— � i- �'e'
—�f���'�r� � � � � � � r 1"� 'es�� � --- -`_
� � � — i
� � � �st�-�� � - _- � _ �_ �� \-�� �
.
-"""''�' � �� � �� � � ' �� � � �-,� � � _ / � 5 � 6q� — � �_ �j'C DOCUMENT NOT CONSIDERED FINAL
1 �
� � � � �fs-�--- ,, � HLIN UNLESS ALL SIGNATURES COMPLETED
� �' --�7� `'\y j 76� � � � ., ~ �/ ' ° ' � � � � - � � � �63— \SK E� SEE SHEET 38
� — , �
—=_— e �__ , —
,
^ / '7F� � �~ \i �. : / J$4,` . /. /'S� � � j ___�\ \,_, I � .
�� L / ` � � � ' g , 5 �� �a�. ; �%BD �� !S � �'�:
� ��51 _ � \ �/� — + � �—i �'� , —� � —__ _ _� _ � _ r � _ �
) `, o ,s �T' � � � �n ` �-
_� ` 1 _ � � ��ls- --._.-J K ` � � � E � :� 1 �_ � ��l t �i ^�JS-� _ _ � .lT; .
�� � . � `-�h:�.. �5.�-� j� ��
� � � � �S �
\ �, \ � � �s� �s � % , 5���- • �r_�_� -e,M ��c� �� r � � - �-� is�,
/ � `� /B' .r...r �.,,� — — � i99 . . . ��� � � r � � �S`; ��S\\\
r � „ / � �� � � ti � �- / /' . _. - _ , . - ... \��_ �/' , j'' �r,.`
SK �����'�� �� /f///// /_ :�_�/// �-- �-- � - S`/�y/ ]��/`/ �
� ���' � / _ _ i / � � / / � / _ / ,. �� '� ` —�_�� �. "l E O -
.,
�_ IS_ .._ 15-- _' ___- _ `. ' . . : . '. .. . ' _�� -�FG[—�.LL[— � � � . .. ,. � SEE DETAIL
� -� __ . l5 - _'_ J$ (" ' ` ' (� �' , � —SLL�� _ -�_ `� � \\\ �`
" BASE LATERAL DITCH
kPTq�� -- _ V ' . . . � _ . _. . -. � � -� � � Q ' .
N �. - . . . . -` � � \�I,
FILL IN SCOUR HOLE � � �� �-- �
� �� h I b'I' 'II b I d
� ,s cuss i nir RnP —�« �` C anne sta i ity wi e eva uate O,,
� � SEE OETAfL 'fF' LATERAL 'V• DqCH �— � Z�
N ~' ;'� ��� _ following completion of work. N
4�. � 56 SY GEO-TEXTILE � � � ` � \ �
� ..-__ _ _ .- - .. L_. :.-. � _- _ _ __- -_ _ ,. ___ - - _. _ :---.. . _ -"� �-:� .._ . ' . . _ _ - � . -- � - �
�J,J - � SPECIAL CUT DITCH .' W
F SEE DC-TAIL "F' w
�J,J / �_ � � � 36" CP-III �
� F /// —___�_.__ _� c \���_—�� ��---------�__� � --� C �----- F N
� F�
�i . COLLAR . F . � .- . . — — . _ . — --- w
WGREU, TL-3, i-28 ��. � � � W
N- - - - - - - - N
O. - . - - - - - - . - _ TB li3 w'SLAB - - — _ _ _ _ - - - Q
� �
+ — - - - - a � i l - - -i-
� TB 2GI �,^�„ - � - - TB 2GI REMOVe DI Q�
N ;, _ .. _ _ . v._ _ . . T8 GI __ TO =GI R MO - - � i� RETAIN - � � — 15" RCP-III MA
� 7�'� RCP-III � y . . . TB '�GI � , - _, _ -• __ .-:— - —_.—__ _ -. , < .-, -.-. .. --_ . _ - _ - . . _ . ,_-- _ ._ _, _ - ., , . �-: - 1 `
TB 2GI � � TB 2GI � _- � -- - TB 2GI
Q y RF.MOVF. _ _ _ _ _ - - - . - . _ _ - �
� - _ - - _ _ _ - - _ fJV _ — - . _ _ _ _ _ _ _ _ _ _ _ _ 2;; �
(n Z < t/')
I_ _ _ _ IR 1R �v�SLAB _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SPECIAL CUT DITCH I
P,EN�O�'E DI � SEE DETAIL F
J 2 I ?GI 30' __ _. .. _ 13 N�.�SIAr, /, J
I w/ - 15„ w- G RCP-III I
�W
CAT-1 `�E. - j �
W � +50,GREU,TL-3 . . W ELBOWS / l�' RCP-III-,_ F R�� . - � � - - R�MOVE REMOVC DI-6" W
/ ' �. ._ .� _--
Z` / F H�^' - __ __JS_--..._-___JS_ . ' _JS—___._. � . . . . . . . .. . Z
� COLLAR ANU. T�T ----JS�- - '-_ C — � — — —��
J ��'� HW ��.E%TEND C K 1 15 ���_� 2' BASE 6ERM DITCH J
2 _ — _ — _ C — — — _ — T
�1„_, CLA55 �'I' RITP RAP -_ �EE DETAIL '8' C
�-----� 36" 755Y G�D�TFS� 1 1 1, � 2'bNSE BERM DITCH y
Y��, y� 2' BASE LATERAI �ITCH
V C P5h1 RCP- III '� �.. SEE DETAII 'P' SEE DEfAIL 'B'
� � - sEE oErA�� --- — _ ITE 30 — -- �-s ��-� , _ -- ------- -- —_ _ _ _ _ ,e. �
� � -Ilis i -��.,_-_- _ _ _ - " _ - _ -. . . . . 51-IEET 2D-3 _ _ _ - . �. _.. . _ _ � . _ - _ - - _.. - ' - - - - - - - _ - -. .
-r s -c,'y� -� f �� pREFORMED SLOl1R � �- 1 � 1 1- i
'�' � �\ \ \\ \ , �- • \ ` HOLE DATA � 1 'Y z s � �� I , �� � I� `\ �
- � �-='� -- � ,� � �� �_ 8� -3�. 4,�- 2.� ,.� y, � ���`�,�.�\�N��\ \�`�` 1 �Im I I � / I ` \ L / . �� .
.. - . � . i .. �.. . '. � � . ]]J '
PREFORMED SCOUR HOLE
'NOT TO SCALf
PL4N VIEW —wni univaa�caouno
Ou� ar A
L J
,�e�.�oo`�Pz�,'— � '
�o„�a.� .�, ���� _. _ �. .
SECTION A-A
. m oe�ni
iHaow �o ...T. xouHo
w�.r �Eo,�r� = i i e-I M�.���
-STn. ]30�00 -l- Rl
B- H
D= IN
w= aN
S E E S H E ET 2 8A �� � 1�`�� ����� ��� ;� l����� y'��� :%`r ��
r ,T
� — .� �, ���,
. ��,� ��� 1 , 7 �'I � SS
i
13 ��` �� � �� . � 15 = ��� '��� =,s� � � 1 � �\1 icz ��-- � �����— ,� � /�
� ��� �, � � �-,—� >�, , �� � �
� % 9,y��Q �v% /�/ �/ j�j8j�b�/ _�RL._ _ _ - _U_�� � -� I � I � � ) I � %/���v}.C��� I' f l / 1 � �
n� - .
_ ��\:�' �� �/r ] ll�l /� /p � 0 ,- � � �L � / ) jJ�
� \� � ��-� ,, !J� /� l , J � � ��� \ j, ///
�� � e � !� // �S, LEGEND:
` � � ��b' � �l � �1 ��`L � // /� � � \.� I /��/l , i� ✓
l J �DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DETAIL Q DETAIL FF
LA7ERAL BASE OITCH BANK 8 SCOUR HOLE STABILIZATION PERMIT DRAWINGS
� No� io Scvle� � � rvo� �o S�vle� _ NATURnL BED
7.) b j- = �{ ry� II � ELENntION
Naroml J °�°� ����� S H E ET O F
1'��. ?./ p 2\ 1"��. Gro�nd G.ound � Graund
Gr�urol Min. D= 2 ii.
ound � 1.5' —'
9= 3 Fr.
h= 5 Ff. GEOTE%TILE —/ � EX. SCOUR HOLE
FROM STA. 738-50 -L- TO sTn. �as+2e -�- �r T"'e °r""e'= e` i"'°�R°' DRIVEWAY RADII 20' UNLESS OTHERWISE NOTED
srn, �3o+es -i- iT SEE SHEETS 55, 56 FOR -L- PROFILE

LEGEND:
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
ZS O Z�J SO LA N� PROJECT REFERENCE NO. SHEET NO.
�' �7 I I-3802B 28A
GRAPHIC SCALE RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
�1� HDR Engineering, Inc. of the Carolinas
J 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number. F-0116 IN�����Il[��I,� E 1PIL,.�N.si
DO NOT I�9E POR 2/W .4fQ1'ISITION
ti���
X�S
I D�c,J
�P�
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-- --'- -- - �
56 SY GEO-TEXTILE
�,"� SPECIAL CUT DITCH
_ _ _ _ F — ��xi ���, 36" RCP-III C SEE DETAIL 'F'
---------- � /�`--��
�
- �� � ��
U _COLLAR -FJ -_ �\ - -
�o
M i – – — —
TB JB w/SLAB Z - - -
� w
rn �
— — — — — -��- - - - - - -— - — — —
- — �N i� - - - - - - - - - - - - — -
-- - -- - o_ ' TB 2GJ_ TB 2G1 REMOVE DI
� TB 2G1 = - _ - _ _
� r TB 2G1
'T' REMOVE
r � pli - - Z
- Z - - -- �
Q �
TB JB w/SLAB �
2G1 �GI 36" - - -- JB W/SLAB �
W/FG ,�„ W/FG RCP-III REM E , ,
75" CSP
TL-3 �/y/ELBOWS F HW
�
�
_-----C �
36"
PSH RCP-III
: - -S�E D�fiAIL
SHEET 2D-3
, " CAT-1
15" RCP-III � i
�-----�$---- — — --�$ — �
� COLLAR AND. - �S — JS- - - -----
HW EXTEND_- SKL - \✓S\\
CLASS 'I' RIP RAP � � ` �
EST.3 � �
7 SY G E�EG I � � �...
-- - SITE 30
- L����
� �
PERMIT DRAWINGS
SHEET OF

a
+
z
0
0
r.
N
+
L
d'i
�
� �
o n
0
�
,
i
a "
G �
��
�
2�i
u
H �
0
�
`� _
a
LL � �
J
s
a
0
z
x
U
�
o z
w�
�
a o
�
> i
¢ U
�- a
o �
� s
m w
� ¢
O U J
Z �
O (~/l Q
J
w Z H
Z Z
Q =
O � �
~ U
w r�+ Q
w ¢
� - o
�
v ?
M � (�
��w
���
o z¢ �
i w
� U Q
a
o �
��
N w �
a�o
�
��m
s �
�
�
n
o c"'n o
� z �
¢ >
o cc
SO ?rJ O rJO �OO LA N� PROJECT REFERENCE NO. SHEET NO.
� F - i GAA55 SWALE DATA �I �� / 1-3RNJ $HEET NO. 30
C' - � - GRA55 SWALE DATA
c\ °"- °." ^� GRAPHIC SCALE
s�oPe- i.za� on a.aa wc ROADWAY DESIGN HYDRAULICS
\ � . � xEa.= 3t Fr SLOPE= I.31% ENGINEER ENGINEER
I. . . L PRO.= 196 FT L REQ.- �E iT
os= aez cFs � rzo = �a3 F, �11 HDR Engineering, Inc. of the Carolinas
V2= I 48 FPS p7= U.59 CFS � 555 Fa etteville St, Suite 900 Ralei h N.C. 27601
Q10= �.8a CFS 2= I.50 FPS y 9'
I � � 44 o�,�H DATA ��°` `5a FPS °,°- °'° `F� STREAM SLA AND WETLAND WBH � N.C.B.E.L.S. License Number. F-0116 IN�����Il[��I,� E 1PIL.�N.si
V10= 1.60 FPS
ST".59'eb - 6„°' HAD BEEN PREVIOUSLY IMPACTED � NOT �.sE Foa 2/W ACQI'ISITION
STA. 61+07 - 62+50
°� �`°PE03°°'� AND AUTHORIZED FROM PRIOR
' � \ L PRO. - J531 � „ . .
aZ= o.�s �FS PROJECT. IMPACTS HAVE BEEN TAKEN
\ V2= 3.63 FPS . . � __� �
� °�= ��9 P�5 FROM EXISTING ROADWAY TOE OF
� �` �' STA}f� �FL�� SLOPE AND BEYOND ONLY.
\ r \F V�` ET 3 OA 4G � ,; r � .. ��.�0� UNLESS ALL SIGNATURES COMPLETED
. aL �� - - - O 5�
44 W \� SPECIAL CUT DITCH 1 �
SEE DETAIL 'F�'- - - - " - - - ' � - O � /��
SPECIAL CUT DITCH a 1 1�1 1 � � s s s � '
� s�e oerna -r � �ITE 32 � �O ,;�' g
µ � � � � � � s� � �� u � r;; �P � --^' � ��� ���� �(1
r \ i i �� 1 11 `\� L}, .
�
�
'� � I � 1 � � � �, �� �' F ��� `r.°
� SPECIAL NT DITCH .,�.Y {•"`��
I _. L r y i�' $EE DETAIL 'F' � �i� , -
p � I \ . �., � 1 -M � ...�
� � � v H 4HWk —E� � �\ "� / / {��
� � c � e I E� � � ��r�
/ � �� �i -�- N . * i� �r t � E �o;. ' � i � �., if
� Y A �
� � CLnS��'B� 3�liena- � �j � � _ ��- - _ � _ C •. :�+F'- � � � PU�DOT !�'`� i
^ EST!I$ TON$ .O . - �_ . . �
� �y D / / � �.� 37/SY C3E0 ZfXit6E !- 1 � 42"�kCP�I�/ i... - . - . . - - .. _ _ _ _ _ _ _'_ — i
\ t % / �� 7 _
�J 1� — i ,. � \ - _ _ _ . _ . . _ '. . � � �1.��
.. / + � � // , y'SN'
�/� r
% • C � � SPECIAL CUT DITCH �'- 1 i '� } s - - - - - __ - 65'�'OO . -- --- 7_ ErR AIN DI RL __ - -
� ..`__ _ _' _ _- - __ -- - pl,l�, ., i��
- - SEE bETAII 'F-� - - - - i � � � EE DETAIL f' . C � � DII
_ _ . _ _ -,., ` _' _ _ _ —_.-- ��
'yJ,�� - - - � _ _ - � ----- - -------
�" 1 1 1 1 1-J � - SPEEIAL CUT �17'CH_ - -
,
��\ g - - - � Ln �� r.-��_,� �--- -- _ �=__ -'� _ _ , --. —� Z_ — ----------_--- M
� � _ _
Of�t� — J . y� �� N DI
l" ' �C _ _ — — . , . C. , � � — — _ — �� �- — _\ . .. , �'W W �rv � .. . _ _ _ __— — -- (W
�.I � - _ .. .____
I � _ _ _ � — � �IAL CUT DITCH SPECIAL CUT DITCH -... e� . � . p� --�.� � _' _ _ _ . _ _ __ _
� SEE DETAIL'�' -- - SEE-DETAIL'F' �.i _ I-J6 _ . ., _ - - }50 - � - - I.,. f,.l 2 R r - _
FTAI
� .' . . - - W'SIAB GREII,TL-3, \ _-- _ .�;-�.-� i 1=18:_F RE
� _ _ - - - - � — - _ - -' �- � - - - RFAIN RETAIN D
. s
N - r - ' N
, __- _.__ ______ ______ A�N __ --_ ___
_ __ .__ -_- _ _
_ --.-_—__ ___ - -_- . __— — _-_ _ _
_ _ _ _ _ - _-'� _ .__- . __ _ _
- - _ -_.__ _- - _ _ _ _ _ _ _ _ _ � REfAINin r ,�_-- --_-----.
-- W
� -- --- `_ _--
LLI _ - T - - -- -- - - - ---
W � - � `�i�:� - - - - -
W
- - -- - - - -
- - -
_ - - - - - - - — -- - - - ---- - ----- - - - ----- —
O - -- --
- - - - - - - -
N p - - , - - - - - - - - --- ---- ----
-- - -
-
-
- -
- `o
W W + _ - - : - �s,,°�„ - (` - - - - - - - O
w�M - __... __ -- �.,.-._ �- -- -- '�< - � -,_ __ ._.__-�._- - _ _- .- ___ RETAIN -_ __ _ __ - -- ^
N J� I = _- — =�— �oT - - - - -
- - - - - - � 4r -
-
TT - -
-
+� F _...��ft55,�A�_1. . - . _ __ _ � 5 v 4__ - -_ _ _ _ _-__- _ . _._ _ _ _ _ .. _ _ _ _ __ ._�RE7AIN �
__ "___ "____ 'I__' _"_____'_____ !F`, _
s- ����ti_S_EE__SHEfT= 30B = — -- — -- -- --- — Q
V Q
_____
__
�� ,I - � - - - - - - -- - -- - - N
— _
N — - --
� _ -_ - _ _ _ _ - _ _ .. .- 1B __ - _ _ . ._ __ _
____ __ - - ,,., � -
J _ _ - - � �.. 4 WiSLABF /� F \ REMOVE _ - - - _ - . _ J
_
_ _ . � � 2GII�) _� � CP � . . . . ..
�'k �
�
� � C RCP�III ' ANK STA8ILIZATI� — — F� — � . � ' � - - W
� � � � CLA55 'I' RIP RAP �_ _ _ - _ .. _ _ Z
� � SPECIAL CUT DITCH " � EST. 17 TONS — — — — — — — — — — — — — — — —
. . � - - �- � � � � . SEE DETAII 'F, �� ` 22 SY GEO-TE%,TIIE .. ... . C J
— — � _ _ _ — � .. . . . . " ..,.. AIL 'EE'. .. ..
SEE DET T
� � '. � '''' 3' BASE 7ERAL DITCH .. `
REMO� . �S W�CLAS '6' RIP RAP - -_ _ ... � U
':�'. . HW� -� � SEE D TAIL'UU' '--�" �-�� � -
SITE 33 E=T z, TON ,,_..-- ,, ����(((
- . , 269 SY EO-TE%TILE :: ��� �� . � �j
_ . � " / '. -_ ' � S
REMOVE . � _. -' '- __- -___-.- �
r------
, - y�l� '�Ou. �� --��_ _
— �
� �-'. _ . - - ���—
1 / ^ �� -�' �� ____..
i
-.s i �� � __�
j. � -_ n
� � . . - _ - ' .. .
. . il / /� / .� ... /.i�'II . REtA1N � ..
- / � � j / / / � . - '' : ., - - ' '' _ � ia.� -- � �,�^��,-„s... . . � -
. � � � � � . " � � /' /' '' N
�"F��-�(lvt(•^,'Lr �hi�
A
m .
.. . � s ��" - . . :�' '
� . Z e � � ._ . .I -. ..
�i . ... I _ � .
�i� DETAIL EE
/j�„ ,— Zz��� , ; LEGEND:
/% /�/y � JURISDICTIONAtTSOTEM
. �/ / / / / I H�� m s�oie�
. � �i�j / / /- / NATURAL BE�
. . . � � / � � � / EIEVATIOrv
i�i ��i� ����� �/ � DENOTES EXCAVATION �'o��' �,��d
;���' ����� �. IN WETLAND �5 GEOTE%TILE
.- � � � � � � Type oflner= CIIRip-Rop
���� ��° �� - * * � * DENOTES MECHANIZED
��w �
� STA.758�� 70 -L- RT
�_ —� / ",.� /�i j�i� • � +��" +� "� +� CLEARING \ oerai� uu
J �� %� �� DENOTES IMPACTS IN �' b�TERINoBoseiDITCH b , PERMIT DRAWINGS
�� � � �.. ` z, r----� SHEET OF
� � !�—' �� SURFACE WATER ,� , ,, -- �a,��a�
/ � " '� ' d '1 D t�'Fi Ground
-/� ,� /��F �,� �°;�;°a M�.o z F,. DRIVEWAY RADII 20' UNLESS OTHERWISE NOTED
� DENOTES TEMPORARY o�e,na-' Mo..a z Fr SEE SHEETS 57,58 FOR -L- PROFILE
IMPACTS IN SURFACE WATER e- a F. SEE SHEET 74 FOR -Y30- PROPILE
wBI 6= 5 F.
� srn. �se+e3 -i- xr SEE SHEET 75 FOR -Y33- PROFILE

O
�
c�
a
N
M
a
s
a
0
�
x
m
�
¢ �
o z
w�
�
��
z
> S
¢ "
�- a
0 0
� �
m w
ti ¢
O U J
Z �
O (~/l Q
J
w Z H
z z
a �
0 0 0
~ U
w r�+ Q
w¢
� � o
� N
a ?
���
��w
���
�¢>
o�w
U Q
Q
��
� �
N w �
�_�
�
��m
s �
�
�
n
o c"'n o
o�o
¢ >
o cc
SO ?rJ O rJO �OO LA N� PROJECT REFERENCE NO. SHEET NO.
� F - i GAA55 SWALE DATA �I �� / 1-3RNJ $HEET NO. 30
C' - � - GRA55 SWALE DATA
c\ °"- °." ^� GRAPHIC SCALE
s�oPe- i.za� on a.aa wc ROADWAY DESIGN HYDRAULICS
\ � . � xEa.= 3t Fr SLOPE= I.31% ENGINEER ENGINEER
I. . . L PRO.= 196 FT L REQ.- �E iT
os= aez cFs � rzo = �a3 F, �11 HDR Engineering, Inc. of the Carolinas
V2= I 48 FPS p7= U.59 CFS � 555 Fa etteville St, Smte 900 Ralei h N.C. 27601
Q10= �.8a CFS 2= I.50 FPS y 9'
I � � 44 o�,�H DATA ��°` `5a FPS °,°- °'° `F� STREAM SLA AND WETLAND WBH � N.C.B.E.L.S. License Number. F-0116 IN�����Il[��I,� E 1PIL.�N.si
V10= 1.60 FPS
ST".59'eb - 6„°' HAD BEEN PREVIOUSLY IMPACTED � NOT �.sE Foa 2/W ACQI'ISITION
STA. 61+07 - 62+50
°� �`°'E�'°°'� AND AUTHORIZED FROM PRIOR
' � \ L PRO. - J531 � „ . .
aZ= o.�s �FS PROJECT. IMPACTS HAVE BEEN TAKEN
\ V2= 3.63 FPS . . � __� �
� °�= ��9 P�5 FROM EXISTING ROADWAY TOE OF
� �` �' STA}f��F3.�FL�� SLOPE AND BEYOND ONLY.
\ r V L` ET 3 OA 4G � �0� DOCUMENT NOT CONSIDERED FINAL
p � ^� �L UNLESS ALL SIGNATURES COMPLETED
4 A � \� SPECIAL CUT DITCH 1 I O ✓ � I� �� y��
O SEE DETAIL 'F^ - - - - -. - - -,,- . / �{�
SPECIAL CUT DITCH 1 L"�1 1 � � � x SITE 32 � \ �� \ �O - - -,Y� g
i SEE DETAIL'F' / �7 - .'��
, _ r . µ � i � � � � s � ,� wLl l rt3 \ �� � . � "y��,.� � �.. � �- —
� �
� � � �� � � � 1 � � � � �,, � � � �,�� � _;� �/°��i� i � a�T��� �_
-\ � � SPECIAL NT DITCH _ .
� e � � 1 } � � � � r 1 ... i \ $EE DETAIL 'F' \ � � _ �,��A���/�- //�'y ,f f I TEr�"� -
l� I ,� — � \ \ �., ' �j ��^`�^"i/ �''�f / . . .
� 4 � 1"WL 6, � ' � —
O � �' � �� �� -�-' � � �����« E�E �� � � �- /� \ � ��.�''� . � �����//��//(;,,s/ -� %
� / Y il i " 1 ,: ... _ _ _ _ C - _ / �� �1 � 'f'/"J (v'� � i ��� � .Y� �- BB �I`II�LII) I� �� �t� \ `�
� C w
� . CLASS� 'A�' RI& RAR- b� _ `
� _ 1 s _ . �. . / �. . ,� �/ �2 _
/ � Y dE0 fEXTtkE -'J- ll .O � . . � _ � �j , \ � /
� -� R � +00 n< ,eca=ni � ' - - - - - ---� , + /�i`"�' 4:�' � I � � � �
EST 15 TON$ I ` � ��
17�5
��/J� L 08
%� - C � � SPECIA CL Ui DITCH ' 1 1 - . . _ _ _ _ . _ - _ - _ _ _ _ . EJ�f� - ^�) ' � REfAW AI ��`-�— � � _'1— 1 1� -
t _
> � � _ _ _ 5EE DETAII 'F- _ _ - - ,. _ _ _ . _ . - - _ _ ��o��- = . � � _ — �� �S �84s--� - _ _ _
s Y
�/ `_ _ .. . .. _ . __ - _. ._ __ .''� 1 1� 1 1 r J t 1 � -�� SPEEIAL CUT �ITCH _ __ . . - - . _ , � Dli', . _ _ . �___� I �
- \ � Z0 _
�J`� . . � - . _ � , . �EE.DETAIL'�i �C _ � _ - -..- . _ _ - -_ --�- __. ZI� . � / _� % ' — i _-_ -
_
� � O a'� �' i.k _e',1��Z r._�.-_� . ._� _ _ . ... - ii _- _ _ '__�-� � -Yo �_�
� _ - . _ � — � - . . - - _ � -- -.- _ �,- ,_ . . -� -- - —`ti � = \ i � — i� -
_ _ _ l '—
�O� � — _ _ , . � W - — _ _ _ � � -. - _ � - - - —� _ _ _RETAIN DI . � _ _ � -�—BQ`_ = _ \� t �
. � . � � � _ _ . _ _ _ 1 2a�,.:, __' -_ _ �_ � � � W
%� ��' �ia� cur oircH sreani cur oircr+ <� _ - — — — — �y,�
\ � v SEE DETAIL'�' -- - SCE-DETAIL 'F' �.i _ ,JB . �. . _ - - -- - _ � — — �El. 2 RE7AIN DI -��- �T. �_--�,G - �
i
� � � W�SI.AB GREl1,TL-3,+50 -\ -._ —.___�;rDn�l_� fl' �'i' 1i21-�- � _ � � _ __ �_ _ _
C . - - - _ _' _ _ _ _ —' — .'t_ '� ,- _ _ _ _ _RF� . _ RETAIN DI _ _ . _ _._'— _ Vi
�
N � _ ---- aiN -- = _ _ _ --
- - - - - _—�-- _ -
- - - - - — - - - - - - _ _ = _-- == -=_ — =' ���._ W
_ ._ - - _ _ _ _ _ - _ _ REfAIN ie° R-�F ----_—
~ _ _ _ -. . . _ _ _ _ _ _ _ _ _ _ - _ � _ _ _ — — s � -_
W T - - - -- - - -----
W �o; -- - , - -- - - - - -- - - - - - - —
` a� W
- � �.�
�
_ � �� - --- --- - - ---- - - ----- -------------
N - - - - - ----- -- -
� my
-
Q--- - - -o -- - --
W zM _ -- - _ _ __ �O�! / - - - -- --
T _
i yh F
(Ii � � �� � i � i .� . _ _ . - . . . _ RETAIN _ _
J -�-�r _. _ - -etin� - �o I�
ti ' -
� � - ��
_
- - -
� Q F _ �F�55.�A�. - _ - ; - - - -- ��Ns - 9��y SEE= SHEfT 3�B - - _ -- -_ - -_ -- - - RETA�N �.
� � - - - - - - - --- - - -
_ . .. .. ....
---- --- ---
� ,- -- ----- � .. . --- --�- ---- -.___ - --- ---- -----
--- --- ----- _
N - - -
'
- - -
� N
- . - - - _ _ - _ �g -- �_ _ _ - _ _ . .. -_ _
�
J �
-- -- W:SIAB F \ REMOVE - -- - �
� R F � I
� 2GI�D1 ._j Co � � - �
/'
� � C RGP.III � ANK STABILIZATIO� — -- F � � � . � . . W
� � � � CIA55 'I' RIP RAP �_ _ _ � - _ .. - _ _ Z
� � � SPECIAL CUT DITCH � EST. 17 TONS — ' — — — — — — — — — — — — — —
. . - - �- � � — � . SEE.DETAII'F' (���... 22 SY GEO-TEXTILE � . . . . � . C J
� _ _ — � . . . u .. SEE DETAII'EE'. . .. T
' � 3' BASE 7ERAL DITCH � � `
C . . . � . . _ - . . .. . _ _
.., ^ ^ REMOV, �S W/C1A5 '6' RIP R,4P � j% �
-:. :; SITE V V HW . . ,. SEE D TAIL'UU' - =� j . � � ' /- �� �� � ..-� —�..� ` - � - - �-� �x� �� _
.;:.. EST. 27 TON �_.�- � ��/i � / � .. � 8/� � �` 9� � �
� � � < 269 SY EO-TE%TILE ` �� � �=8 � � �� � —� f � ~
' � � .. l { 1 .. ///�`�!ib"gsi � 9i �! i ' s ��— — =- �
i3 l REMOVE �j %/ �� i�i i—�-� 974���'� —
� 1 , ,` --�� �� = �_ _— :� ___— _—_
�� � � -- � � _ -•E
�J t',�5 - ,�/�. . ..-., �/',sy/ ///��i � �o���J � � _
m--� /� ,_ is�/ /i � — — — — — — r--_
/ ( s � j�' � // � j6 � j� / j - � // %& , /-' i � � � __s ��a ��_ - _
k� / � / B -� � �
� / a'%: ��� /� �o,c � � � 6 ai j/ � / j / = �i �.� � J—' - — ��� �� =-t�"�f %�✓ .�w
� am�� -i�/ i �/ �/� �a`/.i / �� �// � � i�gj i� _-�oe � � -,: aEtntN _� �1�—� � _ -. : �j . .
/ // /✓ .�:x:��-q� J///�.i�� /� i�i/- �� _-j/�_ / �i�' ._- �:.��qy��///////i
; .. . _ ./�� , . i ' _ /
l/� /
/ � � �_ _. . . . . / ' / / /�i �,Y�`�t o �,i9-�' .�f � / � � � / � _
/ � . � . // i Y� � ' /j�lN ' / / __ .
/ / / 9m � / � AT� �/� /i/ // � �% !0�
/ � � ,�� /��/ ,� � BI ACN.W`c�L JUI,IU �FA� i L` .
r
- � �-
/ � / / /�.. r�a�' � / �. Z •.. �B6 % � L��`' . , . . . .-� � ' RI ui.Y.W�YI lil-I ��I I'Alli .
/ ��.�r � � � _ /i � - � � , - � _
/ � / / / � � �� _ . , �'JJ - i --' . —�Rb�
� / i / � � / ' %J � j� " Zz pti' � , / �j i 1 � enNK�sEne IZAEON AT �
�' ���Q� -9��%-��� �' -�''�— - L E G E N D: 7 � JURISDICTIONAt STREAM
`� �ii � � \ � i � � , ��, �� s�o�e,
.. �_� � � %/i � /� / % / / r� e�tvnr%HE� __ �a��..
i — "
���0 �—�fyc�,:y � �� �� � �' � DENOTES EXCAVATION �°o��' �,��d
�
� �i%' �i j � ii � IN WETLAND
- � �p j�� � � � ���� " . I.5' GEOTE%TILE
'" — —� �,j�j i / „�rr� ���' %� , . � � � DENOTES MECHANIZED TVPeoF���e.- a�R;�Ro,
/ j / /� / �Ey� � j�yq = b�// / �t � �. ` STA.758-70 -L- RT
�/�'�j / � �.�� °� � ;• . CLEARING '^ , �
���� � /��� _ � � � � � � DETAIL UU
-.�� �� -'� 1�,���� j//C �/� � ��' � � LATERAI BASE DITCH PERMIT DRAWI NGS
� 1 ����� ����, ����-��� � DENOTES IMPACTS IN �.:: z. ��������O1e, SHEET OF
b 6 1,
� � i6: � � ������� _, -�� SURFACE WATER �'Y' ,� < ,, I �^I �a,�,a�
,� �
%/ aA_�� / / i � �� p t Ft Ground
``.i _//� / %� x� � c'o��e d Mn.D z F,. DRIVEWAY RADII 20' UNLESS OTHERWISE NOTED
DENOTES TEMPORARY �e��er�ia ' Mo. a z Fr SEE SHEETS 57,58 FOR -L- PROFILE
WBI IMPACTS IN SURFACE WATER e- a F. SEE SHEET 74 FOR -Y30- PROPILE
6= 5 F.
� srn. �se+e3 -i- xr SEE SHEET 75 FOR -Y33- PROFILE

a
0
c�
c
m
u
0
z
�
a

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)
1 495+60 -L-LT BANK STABILIZATION < 0.01 < 0.01 24 10
2 513+02 -L- RT 48" RCP < 0.01 < 0.01 11 27
2 513+02 -L- LT BANK STABILIZATION < 0.01 25
3 521+12 -L- BANK STABILIZATION 0.02 < 0.01 60 20
4 525+41 to 531+21 -L- RT ROADWAY FILL 0.08
5 534+72 -L- LT 36" RCP < 0.01 < 0.01
6 536+57 -L- LT/RT CULVERT REMOVAL 0.03 40
7 554+10 - 554+35-L- LT BANK STABILIZATION < 0.01 < 0.01 11 10
8 560+02 -L- RT ROADWAY FILL < 0.01
9 571 +62 -L- Exist. 42" RCP / 48" B&J < 0.01 < 0.01 < 0.01 < 0.01 23 10
10 577+06 -L- LT BANK STABILIZATION < 0.01 < 0.01 < 0.01 19 10
11** 584+60 -L- LT BANK STABILIZATION
12 592+80 -L- RT ROADWAY FILL < 0.01 < 0.01
13 591+60 -L- LT BANK STABILIZATION < 0.01 < 0.01 22 10
14 597+15 -L- LT BANK STABILIZATION < 0.01 < 0.01 10 10
15 602+41 -L- LT BANK STABILIZATION < 0.01 < 0.01 12 10
16 614+30 -L- LT BANK STABILIZATION SJ < 0.01 < 0.01 30 10
16 634+07 -L- RT 48" RCP SJH < 0.01 < 0.01 9 10
17 634+07 -L- BANK STABILIZATION SJJ < 0.01 < 0.01 24 20
18 639+60 -L- LT BANK STABILIZATION < 0.01 < 0.01 18 10
18A 637+25 -L- BANK STABILIZATION < 0.01 < 0.01 65 15
18B 24+00 -Y17- BANK STABILIZATION < 0.01 < 0.01 50 10
TOTALS*: < 0.01 < 0.01 0.02 0.08 0.07 0.06 413 232
�Rounded totals are sum of actual impacts
**Culvert extension needed in I-3804, see Site 4 In I-3804 permits for impacts
NOTES:
-Site 6 culvert removal will daylight 132' LF of stream SI.
Revised 2013 10 24

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)
19 645+39 -L- LT BANK STABILIZATION < 0.01 < 0.01 13 10
20 654+55 -L- LT BANK STABILIZATION < 0.01 < 0.01 14 10
21 662+88 -L- 30" RCP < 0.01 < 0.01 40 20
21 662+29 -L- LT BANK STABILIZATION < 0.01 10
22 668+50 -L- 48" RCP < 0.01 < 0.01 55 24
22 667+10 -L- LT BANK STABILIZATION < 0.01 30
23 673+19 -L- LT BANK STABILIZATION < 0.01 < 0.01 7 10
24 676+00 -L- LT BANK STABILIZATION < 0.01 < 0.01 14 10
25 682+05 -L- LT BANK STABILIZATION < 0.01 < 0.01 12 10
26 706+38 -L- 60" RCP EXTENSION < 0.01 < 0.01 10 20
26 704+98 -L- LT BANK STABILIZATION < 0.01 21
27 42+15 -Y19- 7'x7' RCBC EXTENSION 0.02 < 0.01 87 20
27 42+86 -Y19- LT BANK STABILIZATION < 0.01 32
28 21+35 -Y19RPC- 60" RCP EXTENSION 0.03 < 0.01 153 20
28 21+35 -Y19RPC- BANK STABILIZATION < 0.01 31
29 21+32 -Y19RPA- RT BANK STABILIZATION < 0.01 < 0.01 15 10
30 730+66 -L- 36" RCP-EXTENSION < 0.01 < 0.01 4 23
30 730+66 -L- LT BANK STABILIZATION < 0.01 21
30 733+62 -L- RT 15" RCP EXTENSION < 0.01 < 0.01 5 10
31 744+00 -L- LT BANK STABILIZATION < 0.01 < 0.01 12 10
31 738+23 to 743+38 -L- LT DAYLIGHTED STREAM < 0.01 39
32 61 +09to 62+00 -Y30- LT ROADWAY 0.01 0.02
TOTALS*: 0.01 0.02 0.09 0.03 586 246 0
*Rounded totals are sum of actual impacts
NOTES:
-Site 31 culvert removal will daylight 483' LF of stream SKM.
Revised 2013 10 24

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)
33 758+85 -L- RT 54" RCP < 0.01 < 0.01 14 10
33 760+00 -L- RT 36" RCP REMOVAL 0.02 30
33 758+85 -L- RT BANK STABILIZATION < 0.01 15
34 26+58 -Y19W B- 30" RCP-I I I 0.02 < 0.01 93 20
34 26+58 -Y19WB- LT BANK STABILIZATION < 0.01 21
35 18+23 -Y30- 36" RCP-IV 0.01 < 0.01 186 30
35 18+23 -Y30- RT BANK STABILIZATION < 0.01 16
36 20+01 -Y30- RT 30" RCP 0.03 < 0.01 113 18
36 20+01 -Y30- RT BANK STABILIZATION < 0.01 13
37 33+96 -Y30- RT BANK STABILIZATION < 0.01 < 0.01 21 10
38 40+38 -Y30- RT STANDARD BASE DITCH < 0.01 16
39 20+39 -Y16- BANK STABILIZATION 0.01 < 0.01 102 15
Subtotal Sheet 1 < 0.01 < 0.01 0.02 0.08 0.07 0.06 413 232
Subtotal Sheet 2 0.00 0.00 0.01 0.02 0.09 0.03 586 246
TOTALS*: Project Totals < 0.01 < 0.01 0.01 0.03 0.08 0.25 0.12 1609 611 0
*Rounded totals are sum of actual impacts
NOTES:
2013 10 24