20161013 Ver 1_Revised Plans_20161221

Hi�;hWay North Carolina Department of Transportation �
Stormw�ter �
,,,,,.,,�,,, Highway Stormwater Program e-J��;�
STORMWATER MANAGEMENT PLAN --
(Version 2.05; Released April 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.2.R.67 TIP No.: County(ies): Beaufort Page 1 of 2
General Project Information
WBS Element: 17BP.2.R.67 TIP Number: Project Type: Bridge Replacement Date: 8/4/2016
NCDOT Contact: Jay B. Johnson - Division Environmental Officer Contractor / Designer: HNTB North Carolina, P.C. / James A. Byrd, PE
Address: 105 Pactolus Hwy. (NC 33) Address: 343 E. Six Forks Road
PO Box 1587 Suite 200
Greenville, NC 27835 Ralei h, NC 27609
Phone: [phone] Phone: [phone]
Email: 'b'ohnson@ncdot. ov Email: 'ab [e-mail]
Cit /Town: Washin ton Count (ies : Beaufort
River Basin(s): Tar-Pamlico CAMA Count ? Yes
Wetlands within Project Limits? No
Pro'ect Descri tion
Pro'ect Len th lin. miles or feet): 0.10 Surroundin Land Use: Rural Residental and Agriculture
Pro osed Pro'ect Existin Site
Pro'ect Built-U on Area ac. 0.3 ac. 0.3 ac.
Typical Cross Section Description: 2- 11' asphalt paved lanes with 2' paved shoulders, 4' grass shoulders, 2- 10' asphalt paved lanes with 6' grass shoulders, 1:1 grass ditches,
3:1 grass ditches, and two gravel drives at bridge. and two soil drives at bridge.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 3400 Year: 2031 Existin : 0.21 Year: 2011
General Project Narrative: State project 176P.2.R.67 involves the replacement of Beaufort County Bridge #060110 on SR 1507 (Slatestone Rd.) over Beaverdam Swamp. The existing bridge consists of
(Description of Minimization of Water 1@ 15' - 7", 1@ 15' - 2", 1 Qa 15' - 8" reinforced concrete deck spans on timber joists and is to be replaced with a 1 Qa 40' - 0", 1@ 30' - 0", 21" cored slab bridge (70' total
Quality Impacts) length, 33' total width) at the same location. The project also includes 0.07 miles of approach roadway improvements and the re-grading of two existing drives prior to the
crossing of Beaverdam Swamp.
In accorance with Tar-Pamlico River Buffer Regulations, the propsoed bridge does not contain deck drains. All stormwater from the bridge and approches will be collected
by a storm drainage system and discharged into a grass lined 3:1 'V' ditch. The drainage system will outlet outside of the buffer limits in the northeast quadrant at -L- station
15+48 LT. No wetlands are present within the project limits.
All four quadrants have ditches that tie directly to Beaverdam Swamp with ditch in the southeast quadrant being classified as jurisditional. This ditch will be pipied 120' to
minamize impacts to adjacent properties, the remaining ditches that are impacted by the project are designed to replacate the existing drainage patterns. The ditch in the
northwest quadrant will be impacted only to replace the 42" drive pipe that will be longer than the existing due to the regrading of the gravel drive over that ditch.
Waterbod Information
Surface Water Body (1): Beaverdam Swamp NCDWR Stream Index No.: 29-10-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Sup iemental Classification: Nutrient Sensitive Waters (NSW) Swam Waters (Sw)
Other Stream Ciassification:
Impairments:
A uatic T&E S ecies? Comments:
NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico
Project Includes Brid e S anning Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator 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)

Hl� hWa North Carolina Department of Transportation �
�StOYY lWc`lt�i �
, „ .,�.,, Highway Stormwater Program � �'
STORMWATER MANAGEMENT PLAN
(Version 2.05; Released April 2016) FOR NCDOT PROJECTS
WBS Element: 17BP2.R.67 TIP No.: Count (ies): Beaufort Pa e 2 of 2
Swales
Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/
No. Pro'ects Bod it H:1 H:1 ac ft ft % cfs (fps) (cfs f s Used Buffer Rules?
4 -L- 14+64 RT (1)Beaverda 0.0 3.0 3.0 4.4 440 1300 0.50% 7.0 2.4 9.6 2.6 No No
35.577062 / - 77.017752 m Swamp
4 -L- 15+15 LT (1)Beaverda 0.0 3.0 3.0 0.9 90 450 2.12% 1.3 1.8 1.7 1.9 No No
35.576906 / -77.017894 m Swamp
Additional Comments
Existing ditches outside the project in the northeast and southwest quadrant meet grass swale criteria (3:1 side slopes) and are included in the grass swale computations for the project. The southeast quadrant drainage area
is too lager to be treated within the project area and while side slopes are being improved from existing of 1:1, 3:1 slopes are not obtainable do to the amount of ROW impacts required.

6
�
m
�
Z
O
w
�
50
40
30
O-l�RV2-
W2
PERMANENT WETLAND IMPACTS = 0.0 Ac /0 SF P� Sto l0+45.67
� MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF �= 43'l6'S1.2'(RTl
M � PERMANENT STREAM IMPACTS = 0 LF D=//4' 35' 29.6'
� N TEMPORARY STREAM IMPACTS = 0 LF C= 37.77'
p r = i9.84�
�Z R = 50.00'
O
C+,� PUE PUE
4.IC�ti �� , i�- _.-
��s, � „
�- - -
_--- -_ � i- _� NI
�DENOTES IMPACTS IN
SURFACE WATER RETAIN
W3
PERMANENT WETLAND IMPACTS = 0.0 Ac /0 SF
MECHANIZED CLEARING IN WETLANDS = 0.0 Ac /0 SF
PERMANENT STREAM IMPACTS = 11 LF
TEMPORARY STREAM IMPACTS = 0 LF
DETAIL 1 DETAIL 2
SPECIAL LATERAL'V' DITCH RIP RAP NT EMBANKMENT
� o �a e�
�rvo��o s�oiel tom�.
' �'fch I.Omn -1.5'
� - F�II Grade
Gro��d 3.� p 3'� 5lopa �
Min.D= 1.0 Ft. GEOTEXTILE-�
Type of Liner= 10 TONS. CL'I' ftip Rap
eed�e.cia= zs :
FROM -L- STA.12-h80 TO STA.14; 64 RT. FROM -L- STA. in+50 TO STA.14�70 RT.
FROM -L- SiA. 15+15 'f0 STA. 16+50 LT.
-DRV2-
-DRV2- STA 10+70.00
) ELEV. = 33.55
��+0� �� +�0
� F.
SPECIAL LAT.'V' C
$EE DETAIL 1
- PUE,� PUE (�f�-�
0 w I
- REMOVE _
� �-���' ', � ° � C
-L- �
.x � e
'_ ' 4" A
PD-._. - --_
F -
F
F' �x
CLASS '8' RIP-RAP
E5T.5 TONS REMOVE
E5T.1a SYGF
� �� RIP-RP.P AT EMBANKMENT
SEE DETAIL 2
O
PROIECT REFERENCE NO. SHEET NO.
C� N T B HNTB NORTH CAROLINA, P C.
aas e. six Forks aoad, s�ite 2oo 17BP.2.R.67 4
Raleigh, North Carolina 27609
NC LiCense No: C-1554 RNJ SHEETNO.
ROADWAY DESIGN HYDRAULICS
�/� ENGINEER ENGINEER
� PERMANENT WETLAND IMPACTS = 0.0 Ac /0 SP �
� MECHANIZED CLEARING IN WETLANDS = 0.0 Ac /0 SF C�I
OPERMANENT STREAM IMPACTS = 0 LF
4 TEMPORARY STREAM IMPACTS = 0 LF
� JASPER W FLEMING HEIRS +50.00 -L- L= i.3B.9O�
1 D8 89i PG 264 60.00' LT r= 69.2��
� CLASS 'B' RIP-RAP�.
� EST. 15 TONS � . _
� E5T.37 SYGF
� ' � C�'+ . ..
� °`�D E �� � , DUE
i �
___ - . :'V . __-_-- �v � C
a, � i T62GI � i..-..-_
, � r
R = 11.459.16'
I JA;.
CLA55 'B' RIP-RAP
15" RCP-III = �RF�lN
SPECIAL L4T.'V' DITCH � � � �� -
SEE DETAIL 1 -
DUE
C
Iv�(��ff�'d.]E(Il°1E 1Pd.t�N�
DO ROT OSE FOR �26 W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-_ _ _ - -
- - -- -
:1 iAPER - . . � . .-- - � . �"' .
� RETAIN � - ... -" -- ��� .
_' � " _ -_ . - - .__ - . - _ -. - _ . - -_
t_ - � � � -- z �- -_-" --- - --E -S 76°23'l2.0'E
r � � w
-- - p - - - ---
f_` "') � g�l TAP.ERF - RETAIN �A� '_ ""
T62GI .,. 30" CAA2�_� � - -
1r.�. ���... ' �'''� ��- _ � _ x u.- _ � � '_
� - � ._ � � i ✓ = I � .. O. .�:_ . WM .-�, � .,. .�� i `' S ,'�i
� � � � �BEGIN / END i„ � �'� � � � i
� cLnss 'B' RIP-RnP � pUE � SAFETY FENCE FREDERICK ' i �� � i �
e5T 8 70N5 -L- STA16+92 �€�/WILSON � GLORIA A WOOLARD � � � i �
� e5T 2i5vGF - �B 642 i DB 642 PG 528 ' ��
� PG 53i i �sF�
n
� FINI H FI J�4
� ' '
. . . O � CV H �- .
3 0o w r� �no
FINI�4 FL60P E E� a In'
I I ELEV 37.Bx I IllSI ILECfLi`OI�
LJW LFiiUNJ LEV �l O
LINDON LEwiS ALUG00D E�e --e,e7� �ow �R_imio �
FLEJ I
WB 99E PG 4s4 �
-DRVI- �� � 1, ' ��
Pl Sto I0+6/.43 Pl Sto ll+01.83 �
p= 72' 23' 32J" �LT! �= 65' S4' 47 8° fRT1 I `'"°„ '`'" `°
D= I90' S9' 09.4' D= l90' S9' 09.4"
L = 37.90' L = 34.51'
T= 2/95' T= I9.45' W4
R= 30.00' R= 30.00' PERMANENT WETLAND IMPACTS = 0.0 Ac /0 SF
MECHANIZED CLEARWG IN WETLANDS = 0.0 Ac /0 SF
PERMANENT STREAM IMPACTS = 133 LF
WETLAND& STREAM IMPACTS TEMPORARY STREAM IMPACTS = 0 LF
11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
- BRIDGE HYDRAUUC DAT A
DESIGN DISCHARGE = 72/ CFS
_- DESIGN FREOUENCY = 25 YRS
- DESIGN HW ELEVATION = 35.6 FT
BASE DISCHARGE = 1127 CFS
- BASE FREOUENCY = 100 YRS
- BASE HW ELEVATION = 3627 FT
OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING FREQUENCY= � 500 f+) YRS
- OVERTOPPING ELEVATION = 37.39 FT
-_. �
- DATE OF SURVEY = 03-15-20�6 =-_�
_
W.S.ELEVATION
�- I AT DATE OF SURVEY = 27.80 FT
_r;
19+00
- DRV1 -
� -DftYl- SlA 11-�-36.00
ELEV. - 36.�4 :
40 !- :
-�- :� � : :-
�� � '
� (-lTs9�2� �... -�-
�-----�j �
30 ��I � �
BEGW GRADE
-DR 1- ST 10+20. 1 �
ELEV. = 37.99 �
2� _
10+00 11 +00

�
z
0
w
a'
6
�
�
50
40
30
r
� N
OQ
ZZ
�
O _.
r -DRV2-
W2 ,
PERMANENT WETLAND IMPACTS = O.O Ac /O SF F'� Sta�10+45.67
MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF �- `�3'l6'S1.2'(RTl
PERMANENT STREAM IMPACTS = 0 LF D=%/4'35'29.6'
TEMPORARY STREAM IMPACTS = 0 LF C= 3�.77'
r = i9.84�
R = 50.00'
O�
\
, ., ,-���� c y r :N�-� � ' P
, F _ _
.. � �� se `�,n�v, � ,�, _ �.. TAI2+00 flT � PUE-
134i . . . ' �/,,��f%��I ��be_ y � �-'Vyymu r.�' ��__
i i i 1
' ' �w - .. i _ _ _
�?',' � �_ `- . . - �'
.,-� . -
�.0 "� .,,-- __ _E _...: _,._ �I.>_-"L- I
�m - _I- -' -- --�.�--�-
, - - ' �
�DENOTES IMPACTS IN
SURFACE WATER
RETAIN
W3
PERMANENT WETLAND IMPACTS = 0.0 Ac /0 SF
MECHANIZED CLEARING IN WETLANDS = 0.0 Ac /0 SF
PERMANENT STREAM IMPACTS = 11 LF
TEMPORARY STREAM IMPACTS = 0 LF
DETAIL 1 DETAIL 2
SPEGAL LATERAL'V' DITCH RIP RAP NT EMBANKMENT
� o �a e�
,�o��o s�a�e, ,om�
' �fch I.Omn -1.5'
� - F�II Grode
Gro��d 3.� p 3.` slopa �� �
Min. D= � 1.0 FI. - GEOTEXTILE-� �
Type ofLiner= 10 TONS CL I�Rip��Rap
FROM -L- STA. 12+60 TO STA. 14+64 RT. Geo�e.+ie z5 s
FROM -L- STA. 15+15 TO STA. 16+50 LT. - FROM -L- STA.14+50 TO STA.14+70 RT.
-DRV2-
-DRV2- STA 10+70.00
) ELEV. = 33.55
��+0� �� +�0
- PUE� PUE
7
� REMovE-
� �_
i � - �_, e _
- F_. �- kFxa.iNPp - _.. ` _ - n
s �F - - -
o - -
0
� � 7' ' F
� , + INC.� � �,
SPECIAL LAT.'V' DITCH \
SEE DETAIL 1 CLASS '8' RIP-RAP �
� E5T:�5 TONS REMOVE
. . EST.1M1 SYGF �
i ; ��� �� RIP-RP.P AT EMBA
'i SEE DETAIL 2
?
� O
''o ���
e
,�£; � _
\� .�` � f O �.
- �� � 1� JASPER W FLEMING HEIRS
� D8 891PG 264
� CLA55 'B' RIP-RAP �
E5T.15 70N5 . Wi:�::�.r._
� E57.37 SYGF
�'- CLA$$ 'B' RIP-RAP
',._ �U 15" RCP-III
/ SPECIAL L4T.'V' DITCH
�R*�N �' SEE DETAIL 1
'FD E�DUE f E DUE�
WETLAND &
C� N T B NC1ei9ense�NthoCai55anaS2760920o
W1 �
PERMANENT WETLAND IMPACTS = 0.0 Ac /0 SP
MECHANIZED CLEARING IN WETLANDS = 0.0 Ac /0 SF C�I
PERMANENT STREAM IMPACTS = 0 LF
TEMPORARY STREAM IMPACTS = 0 LF
- 80.00 -L-
60.00' LT
l- BEGIN
SdFEir
= L- 57
- �e
L = lJ6.`1U
r = s9.2o�
R = 11.459.16'
PROIECT REFERENCE NO. SHEET NO.
17BP.2.R.67 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
][Iv�(��ff�'d.]E 1E 1Pd.t�N�
DO ROT OSE FOR 6 W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
- T C -_- � ,' �
.� ____ 't� C . ��� l�
_ _' � F
f � _ _ 7-._ x _ :--j� __ __ _ _
' ��., __� _ _ _ _
.. C.'_�. ;,..' T62GI � - d 1 TAPER - RETAIN � .. -_ .. _- � �_ ` _ _ -- z � .. . . _ _ _.
'-rc , -_, ..- F - .-.--_ .Z _ - -. _ _- -_ - - _-
� t : - �� � W - - -- -- E -S 76' 23" r2.0' E --
� � ' ^ ta'v' . � g.} TAP.C'RF � . - - pRETAIN .,, �TA� .
��';, � T62G1 _ 30" CA _- � - _ _ - _ _ 3s- _ _ _ _ . _ - - �- ' � -
;�-r .r. ��-�� ,�-i+� " - �j- � � u
�
�� - - „
� .._ --- � �� . _ _
� ✓
, c .- � ..� .. �ry 1t1`J '-' WM � ` .. ,�' `, W,,�i
G � � � � �BEG/h� / END � � � _ ���i ����i
� i� � cta55 �s' aiP-knP � pUE.� SAFEFY FENCE F$� DERICK i 'as-,GLORIA A WOOLARD �� � � �� �� �
ESi.8TON5 , --��L-S7A/6+92lEi'/WILSON �' � � i �
EST 21 SYGF . -34 p6 542 i �DB 642 PG S28 3j � �� ISF9
- i PG531 i � -� -- - Fwi.HFi.�n_ �
`�� YI� � ` '- - I �/ �- __ --' -�,- _ - - �v � �
� w
s f / ' , /
- ��e �\ W rF �uI�D
p � - � i � " - � � �bo � \ s �, e e� �,.ig�,- �-
� 3 _ � F ����H ���o� _ - ��� _
' � II _ � �LFV 398A_31-- _ � I �llLEV�fLys I' i�
� . _ LF�{ LFOUA� - LOW R.NMC
p � LINDON LEWIS ALLIGOOD �� . `��� '�eT __ � F�Ed .�v `-
� c. WB 49E- PG 4i4 � .', --,
�,� �r, . D ���
,� __a�,_ ��� � �9 � __ .- 3 - o ,se :-,,__ ___ �
Pl Sto I0+6/.43 Pl Sto 11+0..83 �' - '
�`�, p= 72' 23' 32J" fLT! 0= 65' S4' 47.8' fRTI � � I `"'A ' F*' ``
�„
{ l� �'� D= I90' S9' 09.4' D=/90' S9' 09.4"
' �, A L = 37.90' � L = 34.51'
�' ' T= 2/95' T= I9.45' W4
" R= 30.00' R= 30.00' PERMANENT WETLAND IMPACTS = 0.0 Ac /0 SF
MECHANIZED CLEARWG IN WETLANDS = 0.0 Ac /0 SF
PERMANENT STREAM IMPACTS = 133 LF
STREAMIMPACTS TEMPORARY STREAM IMPACTS = 0 LF
�
_r;
; --- -
- BRIDGE HYDRAUUC DAT A
DESIGN DISCHARGE = 72/ CFS
_- DESIGN FREOUENCY = 25 YRS
- DESIGN HW ELEVATION = 35.6 FT
BASE DISCHARGE = 1127 CFS
- BASE FREOUENCY = 100 YRS
- BASE HW ELEVATION = 3627 FT
OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING FREQUENCY= � 500 f+) YRS
- OVERTOPPING ELEVATION = 37.39 FT
-_. �
- DATE OF SURVEY = 03-15-20�6 =-_�
_
W.S.ELEVATION
�- I AT DATE OF SURVEY = 27.80 FT
o�� 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
- DRV1 -
� -DftYl- SlA 11-�-36.00
ELEV. - 36.�4 :
40 !- :
-�- :� � : :-
�� � '
� (-lTs9�2� �... -�-
�-----�j �
30 ��I � �
BEGW GRADE
-DR 1- ST 10+20. 1 �
ELEV. = 37.99 �
2� _
10+00 11 +00

6
�
�
�
Z
O
w
�
50
40
30
�� N
OQ
ZZ
�
r
B2
ZONE 1 BUFFER IMPACTS = 186 SF
ZONE 2 BUFFER IMPACTS = 919 SF
ZONE 1 EXEMPT IMPACTS = 7020 SF
ZONE 2 EXEMPT IMPACTS = 0 SF
-DRV2-
PI Sto l0+45.67
p = 43' /6' S1.2' (RT l
D = //4' 35' 29.6'
L = 37.77'
r = i9.B4�
R = 50.00'
O
,- PUE PUE -
a.i�+�u ��� � gF
-as-r a _ l y�-
__-- -_ '^ i -
�—
(GPS MON) RErAiN
60110-1
B3
ZONE 1 BUFFER IMPACTS = 1907 SF
ZONE 2 BUFFER IMPACTS = 1772 SF
DETAIL 1 DETAIL 2
RIP RAP AT EMBANKMENT
SPECIAL LATERAL 'V' DITCH � No� �o s�oie�
�rvo��o s�oiel to�m��.
' �ifch I.0'min. - 1.5'
� - F�II Grade
Gro��d 3.� p 3'� 5lopa �
Min.D= 1.0 Ft. GEOTEXTILE-�
Type of Liner= 10 TONS. CL'I' ftip Rap
FROM -L- STA.12-h80 TO STA.14; 64 RT. Geo�e.��ie= z5 s
FROM -L- STA. in+50 TO STA.14�70 RT.
FROM -L- SiA. 15+15 'f0 STA. 16+50 LT.
-DRV2-
-DRV2- STA 10+70.00
) ELEV. = 33.55
��+0� �� +�0
SPECIAL LAT.'V'
$EE DETAIL 1
REMOVE
���
— PUE PUE � -�
w
- — -_ ��(}
_ _ _ _ - _ � A2°' P \
�-
=L-
�.•6 _.. .24„ � �,
_���aNPD -. _ - - - - —
II< _
%
F�
CL45S 'I' RIP-RAP
EST. � TONS REMOVE
� EST.15 SYGF
� �: RIP-RP.P AT EMBANKMENT
SEE DETAIL 2
O
�
�
� CLA55 'I' RIP-RAP
I I EST. 20 TON$
rm EST.39 SYGF
� N
C� N T B nRiC1ei9ense�NthoCai55anaS2760920o
B1 �
ZONE 1 BUFPER IMPACTS = 267 SF -�- �
ZONE 2 BUFFER IMPACTS = 411 SF Pl St0 /9+68.27
O ZONE 1 EXEMPT IMPACTS = 1029 SF p= 0' q/� 3�,� ��TI
ZONE 2 EXEMPT IMPACTS = 435 SF D= 0'30'00.0"
-so.00 -�- L = 138.40'
�;;'�;�:'.: � , 60.00' LT T= 69.20�
R = 11.459.16'
CL455 'I' RIP-RAP
EST.3 TONS JK�Si'Li'�: .
EST 7 SYGF I
15" RCP-III
SPECIAL LAT.'V'
DITCH = i -RFG�N
SEE DETAIL 1 � -
UE DUE (GPS MON)
60110-2�
_ c „ -_
___ . � ._ � . ' _ . . _ . _ �_: - : ::: ___
PROIECT REFERENCE NO. SHEET NO.
17BP.2.R.67 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
dNC��I[Il�d.E 1C+ F�d.�N�
DO NOT IiSE FOR J W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
. �' .. . .RETAIN . .. � .. _ _ � ..,� �. . _ � _ - _ _ _
�_�_ T =� -_- - .. _-. .- - :..� _- ' . - -.'-._ - ----
, .- .:Z _ - - - . .
������ - � - 1 �.
� ' / F O RETAIN �TA� - - -
TB2G1 30" CAAP y'.. " � - "' •
" ----- ,�✓� a., � - - J—�`-� --_
� � u
T � - �— = . --
VDF- �� � --'' � ";. � � v.^ � . � '. ��, i � ' .
BEGIN / END i,; �,i � � �
, II (� cuss �r Rie-anP L p�E -I SAFETY FENCE � i ' �; .
eST. n TONs - -L- STA16+92 lRTI ' GLORIA A WOOLAR� i
I EST_ 22 SYGF � j DB 642 PG 528 � �
i
N . 1 \ �,pUF.
N O FREDERICK E � o "�F� �
WILSON � �°� w� � ��o�
3 DB 642 PG 531 i�o i � � `�` a.
� F��,��F��,N F�����E�F, a
I tLEV '189' �� -Jw �
� ��w F�umo ��' � � �
EV . 37' LE W 1.;.",
� : ���; 99E�?GL414G000 ' � .- .
I� -���- I NOTE: ZONE 1 AND ZONE 2 EXEMPT
Pl Sto I0+6/.43 Pl Sto I1+0 .83 IMPACTS ARE HAND CLEARING ONLY
p= 72' 23' 32J" �LT! 0= 65' S4' 47.8° fRTI
D=/90' S9' 09.4' D= l9d' S9' 09.4"
L = 37.90' L = 34.51'
T= 2/35' T= I9.45' 64
R = 30.00' R = 30.00'
BUFFER IMPACTS
ZONE 1 BUFFER IMPACTS = 193 SF
ZONE 2 BUFFER IMPACTS = 330 SF
_r;
11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
G N
ALLOWABLE IMPACTS ZONE 1
����� AILOWABLE IMPACTS ZONE 2
���������� E%EMPT IMPACTS ZONE 1
��,,..
:'f/%t%/�%% EXEMPT IMPACTS ZONE 2
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 72/ CFS
DESIGN FREOUENCY = 25 YRS
DESIGN HW ELEVATION = 35.6 FT
BASE DISCHARGE = 1127 CFS
BASE FREOUENCY = 100 YRS
BASE HW ELEVATION = 3627 FT
OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING FREQUENCY= � 500 f+) YRS
OVERTOPPING ELEVATION = 37.39 FT
DATE OF SURVEY
W.S.ELEVATION
AT DATE OF SURVEY
�ilr9�•�'.i�:
= 27.80 FT
- DRV1 -
� -DftYl- SlA 11-�-36.00
ELEV. - 36.�4 :
40 !- :
-�- :� � : :-
�� � '
� (-lTs9�2� �... -�-
�-----�j �
30 ��I � �
BEGW GRADE
-DR 1- ST 10+20. 1 �
ELEV. = 37.99 �
2� _
10+00 11 +00

�
r
B2
ZONE 1 BUFFER IMPACTS = 186 SF
ZONE 2 BUFFER IMPACTS = 919 SF
ZONE 1 EXEMPT IMPACTS = 7020 SF
ZONE 2 EXEMPT IMPACTS = 0 SF
O�
_, ti -, i=^ i � PUE �
.
.. �38 - �AFE(Y FEN(,L �
-4 sra iz+oo an �
34� � I � tis,'���'��i�:� /l�be- y�� �"�'vy5m �E�W ;�
. � `;.0 " _ -- E __-' _-_ __ _
� � _ � m �i .�. I
_
��. � �
� � � -�..�� �I. .
', ..-- `. _ . . . . .. . . ,.�. .�;: �_-�.�;. � � .
��'
-DRV2-
PI Sta��10+45.67 `
� = 43' /6' S1.2' (RT l
D = %/4' 35' 29.6'
L = 37.77'
r = i9.84�
R = 50.00'
C� N T B nRiC1ei9ense�NthoCai55anaS2760920o
� __"`
�- �
i ' . . .`r � � .
� �� � ' . �
°e � Bl
, �,�£; � ,
��,: ;`tc ZONE 2 B UFFF R I MP ACTS = 411 SF Pl St0 /9+68.27 �
�„_ E O ZONE 1 EXEMPT IMPACTS = 1029 SF p= 0' q/� 3�,� ��T I
ZONE 2 EXEMPT IMPACTS = 435 SF D= 0'30'00.0"
. �--- � ; -so.00 -�- L - 138.40'
� � � � ' . JnSFt: - . 60.00' LT T = 69.20�
REMOVE �
- PUE ��PUE . PUE�
`�� _- - y- . �_
\ .[. - - il `IIT` -. _ LI_ _ 11W-_.. '� 42"
C�
(GPS MON) RErAiN l/
60110-1
B3
ZONE 1 BUFFER IMPACTS = 1907 SF saeaai �nT -v oiT
SEE DETAIL 1
ZONE 2 BUFFER IMPACTS = 1772 SF
DETAIL 1 DETAIL 2
RIP RAP AT EMBANKMENT
Z SPECIAL LATERAL 'V' DITCH � N �a s�aie�
� 1 rvo� �o s�oiel m m �. �
�' o ��n
wNa�ura I.omn -1.5'
a. Ground 3.� �- 3� F'II Grade
p Slopo
/
Min. D= 1.0 Ft. GEOTEXTILE �
Type ofLner= 10 TONS CL I Rip��Rap
FROM -L- STA. 12+60 TO STA. 14+64 RT. Geo�e.+ie z5 s
FROM -L- STA. 15+15 TO STA. 16+50 LT. FROM -L- STA.14+50 TO STA.14+70 RT.
50
40
30
3�..- - � _ __' . .
-DRV2-
-DRV2- STA 10+70.00
) ELEV. = 33.55
��+0� �� +�0
,� ��kFratNPp - _ _ --
�
F� ��
I CLASS 'I' RIR-RAP �•...
EST. � TONS REMOVE
EST.15 SYGF
6�
i ; ��� RIP-RAP AT EMBANK
SEE DETAIL 2
� � ��
O
i �-' �
R = 11.459.16'
CL455 'I' RIP-RAP
J�' CLA55 'I' RIP-f?AP EST. 3 TONS JK�51-Li'.: .
I I EST.20 TONS . EST 7 SYGF I
EST. 39 SYGf 75" RCP-III
N N I
SPECIAL LAT.'V'
DITCH i -RFG�N
SEE DETAIL �1
� �TT' ` ( / � ' m- . , �
� v� UE DUE (GPS MON)
' �� j j�:-3 �i ���/�'�;u � t 60110-2�
'"� �i. % � _ . _ � ,
_ -' � I
\� \ .�////� ��// \ � . `.�.� � �-
� _ -
PROIECT REFERENCE NO. SHEET NO.
17BP.2.R.67 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
dNC��I[Il�d.E 1C+ F�d.�N�
DO NOT IiSE FOR J W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
v�... i .. _. _ . .� __ RETAIN .. __' I _ _.-.._. ,i-_- .- ___ _ \ _ _ -- _--_ _ ..
' -_ - - .-.--_ .Z - -�
! ..,. � � �� �'� - - - - --
�. w
-. _ z
_ _ ._ - -- T _ _ _ _ _-
:uw a l,�.r� - / - .. . -. - _ _ _ RETAIN - a� -. � '�TAIP� - � '_ `_ - ,
TB2G1 30" CAAP / ,__ . _ �� _ _. . - - � - - - - � f - � - - - �_��"' - - _
----�- �:�� • -- b _�-,. _ .. - � i -x �,� >.- ---
_ -- �, �
_ I
., � � ��� � � � � �' � ,� ,,
) �\ , �_.` � .-_ d �� v.' _i � � .
��� , �BEGIh� / END i� � ' �'��� �� c��
i '� cuss �r RiP-RnP L pUE J SAFEFY FENCE �` �,i � ; �,, ;
/ .� �� �i eST. n TONs -�., L- S'TA16+92 lRTI � �36-.GLORIA A WOOLAR� i 3 � ' � .
/ � m e5i.24 SYGF . � .. ., � i 'llB 642 PG 528 , � � __ - � i .
� N �'' i � ���oc..
N . .� i i , � iu r U o,
_ FREbERICI� E � -
i-- . � - __WIL-SfIN _ _ , , :e. Fv��� F�'sa�� -.
3 � oa ea� PG 531 i ao � ia�yi � � ��W � a�o
_ � � w���E N FbI ��ry.��R F�MbHE F��k � /\ �-
.�', LiWYF7�olB ��E� Y' � : �.. /
� 1. . F. EV ;.8 ' I r W . �1.�:.• . _.
� '_IN�ON LEWIS ALLIGOOD - , -- � � � � . �- "'� �
N'@ 99E PG 414
�� --ORVI- i '- 3
NOTE: ZONE 1 AND ZONE 2 EXEMPT
Pl Sto I0+6/.43 Pl Sto I1+0 .83 IMPACTS ARE HAND CLEARING ONLY
_ � �, � �� p = 72' 23' 32J" lLT! 0 =' 65' S4' 47.8' l RTl `� � � - � �
�� D= I90' S9' 09.4' D= l9d' S9' 09.4"
'� �, � L= 37.90' L= 34.51' LEGEND
%= Z�.s� � �� T =.I9. FS� ALLOWABLE IMPACTS ZONE 1
R= 30.0� R= 30.00, 64
� ZONE 1 BUFFER IMPACTS = 193 SF \\\\\ AILOWABLE IMPACTS ZONE 2
` -
ZONE 2 BUFFER IMPACTS - 330 SF
6 U F F E R I M PACTS ,/�������� E%EMPT IMPACTS ZONE 1
,,..
�_, -- � :'f/%t%/�%% EXEMPT IMPACTS ZONE 2
� I
. � I I I I I I I I I I i ._i 1-i-i . .-i-i 1- i � -i-i-i i i � . . . . ... . . . . . . .
� �-i -i _ _ _
_r;
11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 72/ CFS
DESIGN FREOUENCY = 25 YRS
DESIGN HW ELEVATION = 35.6 FT
BASE DISCHARGE = 1127 CFS
BASE FREOUENCY = 100 YRS
BASE HW ELEVATION = 3627 FT
OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING FREQUENCY= � 500 f+) YRS
OVERTOPPING ELEVATION = 37.39 FT
DATE OF SURVEY
W.S.ELEVATION
AT DATE OF SURVEY
�ilr9�•�'.i�:
= 27.80 FT
- DRV1 -
� -DftYl- SlA 11-�-36.00
ELEV. - 36.�4 :
40 !- :
-�- :� � : :-
�� � '
� (-lTs9�2� �... -�-
�-----�j �
30 ��I � �
BEGW GRADE
-DR 1- ST 10+20. 1 �
ELEV. = 37.99 �
2� _
10+00 11 +00

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 -L- 14+70 TO 14+g2 21" Cored Slab Bridge 0.00 0.00 0.00 0.00 0.00 <0.01 0.00 11 0 0
� -L- 14+95 TO 16+28 30" CAAP 0.00 0.00 0.00 0.00 0.00 <0.01 0.00 133 0 0.00
TOTALS: 0.00 0.00 0.00 0.00 0.00 0.01 0.00 144 0 0

BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
SITE NO. STRUCTURE SIZE / TYPE STATION
(FROM/TO) ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING BRIDGE �MPACT
��2) �ftZ) ��2) �ft2) �ftZ) �ftZ) ��2) �ft2)
1 21" Cored Slab Bridge -L- 14+42 TO 15+14 X 2553 3432 5985 0 0 0 0 0
TOTAL: 2553 3432 5985 0 0 0 0 0
Notes: 1. There are 2049 SF of Exempt Impacts in Zone 1 and 435 SF of Exempt Impacts in Zone 2
2. The Exempt Impacts are the result of OH Utility Construction and will only involve "Hand Clearing".

Rev.Jan 2009