20150057 Ver 1_Application_20150116

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project No.: BD -5109V County Forsyth
Bridge No. 11 over South Potts Creek WBS Element Number 45355.1.22
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: January 16, 2015
Applicant Name: NCDOT Division 9
Applicant Address: 375 Silas Creek Parkway
Winston Salem, NC 27127
Primary Contact for Project: Amy Euliss
Phone No.: 336 - 671 -2886
Is this an after -the -fact application: Yes x No
River Basin: Yadkin
Stream Classification: C
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 — Maintenance
State: General Water Quality Certification #3883 and /or Buffer Authorization
Local: None
Project Description — This project is a low impact bridge replacement project and is located to the
south and west of Lexington. The area is rural in nature and the surrounding terrain is rolling hills. The
existing bridge on Swicegood Road over First Potts Creek was built in 1972 and is 90' long and 30.3'
wide. The bridge is both structurally deficient and functionally obsolete and has a sufficiency rating of
31.85 out of 100. It is constructed of timber components and precast, prestressed concrete channels.
The proposed bridge will be 100' long and 36' wide. It will be a precast prestressed concrete box beam
bridge on a concrete substructure. It will fully span the creek and will not create any impacts to the
natural flow of First Potts Creek. The approach roadway on each end of the bridge will be updated to
current design standards and guardrail will be placed on each corner of the new bridge where currently
there isn't any guardrail. The existing roadway will be widened only slightly to tie into the new bridge
Transportation Permitting Unit
1617 Mail Service Center, Raleigh, North Carolina 27699 -1650
Location: 512 N Salisbury St., Raleigh, North Carolina
Phone: 919 - 707 -87841 FAX: 919 - 733 -1290
Internet http:lfportal.ncdenr.org /web /wq
An Equal Opportunity 1 Affirmalive Mion Employer
NorthCarolina
)VRtlll'l lly

width. The paved roadway width will match the existing width of 24'. There will beno deck drains placed
over the stream mn this bridge; they will be over the floodp|ainarea. The remaining surface water will
drain off the bridge to the north end where the water will be captured intwo concrete drainage structure,
The water will then flow out through a 15° drainage pipe. There will boa rip rap energy dimsipotoratthe
outlet of the pipe. The outlet of the pipe will be approximately G5'hnm the edge ofthe stream. The outlet
area io flat and well vegetated. All water from the roadway will flow through vegetation prior tmentering
the stream; there will be no direct discharge into the stream where currently water from the bridge flows
directly into the stream through the open bridge rail. There will be approximately S5 linear feet Vfimpacts
10 First Potts Greek ho the southeast side of the bridge, This accounts for 1O linear feet ofpermanent
impacts due to bank stabilization and 85 linear feet of temporary impacts due to the placement of an
impervious dike for dewatering. There will be approximately 205 linear feet of impacts to the UT to First
Putts Creek that flows in the roadside ditch om the southeast side of the bridge. This accounts for 145
linear feet cf permanent impacts due to realignment of the channel and 60 linear feet of temporary
impacts due boa temporary stream crossing and dmvvateMng. All nf the impacts on this project are caused
by the widening of the shoulder inthis area to accommodate the placement of the guardrail at the bridge
approach. Impacts were minimized by limiting widening of the roadway to only the areas necessary to
accommodate guardrail and only installing the minimum amount of guardrail, 75 linear feet, required by
the sub-regional tier design guidelines. Also, the fill slope was designed at 2:1 in this area. The existing
fill slope is 1:1 or steeper in this area and therefore didn't allow for any widening and was creating safety
concerns with the shoulder washing. The UT|s being shifted bm the east toallow for the widening mfthe
shoulder. Due hm the slope of the channel (between 2 and 5.58%),class B rip rap is being used asmliner
ho prevent scour. No mitigation is required for project impacts. Please reference email dated November
18.2018stating that the US Army Corps of Engineers would not require mitigation. Impacts are below
mitigation thresholds for Division of Water Resources, Please contact mmast338-747-78O2or
aeuIiss(@_ncdot.goy,if'Vou have any questions or concerns.
Print Name: Y I
Title: Division Environmental Officer.

Priority
TIP NO
BD-5109V
WBS
45355.1.22
County
Davidson
Bridge Number
280011
Description
Replace Bridge over South Potts Creek on
SIR 1155 (Swicegood Rd)
Basin
Yadkin
,Classification
C
Stream
SIN
12-111
.Type
Inland
Size (width & depth)
22'x 2'
pe
3 Sp,an: PPC Channels /Timber �Substructure
Existing Structure
Size (lengthxMdth out-out)
90'x 303
Suff. Rating
31.9
Proposed Structure
T
1 Seaw Concrete Box Beam / Concrete Substructure
out-Out
100' x 36'
Stream
USACE Impacts (LF)
-iGDWQ
155'( Perm ); 145'(Temp)
Impacts (LF)
155'(Perm); 145'(Temp)
USAGE Impacts (AC)
None
Wetlands
Non 404 Impacts LAC)
None
LAMA Impacts (AC)
N/A
NC DWO Buffers Impacts
(SF)
None
Buffer Application Required (YJN)
N
NC DWQ StormWater Permit Required (Y/N)
No
Habitat in
Yes (TBD)-NLEB, yes Schweinitz's sunflower
T&E
Species Present
trees not surveyed for NLEB, No evidence of bats on bridge (7-29.14), no Schweinitz's
sunflower (523.14,7.29.14)
Bio Conclusion
TBD-NLEB, No effect Schweinitz's sunflower
Moratorium
T (per WRC)
TBD
Dates
TBD
Nativell-latchery
No
Trout Waters
Trout Species Present
No
Trout Conditions (YIN)
No
WRC Reviewer
Maria Chambers
LAMA AECs
N/A
Essential Fish Habitat (y1n)
No
Nay. Opening
No
USCG Permit
No
Historic Properties
No
Archaeological Resources
No
Tribal Lands
No
4(f) Resources
No
6(DLWCEJ Resources
No
Wild and Scenic River
No
Forest Service Lands
No
TVA Area
No
FEMA Buyout,
No
FEMA Flood Study
USTs Haz Mats
MOA - Redelineated
No
Relocatees
No
Location ILAT
N 35.7625
ILONG
W 803821
Project Comments
the
roadway
There will be approximately 95 linear feet of impacts to First Potts Greek to the southeast side of the
bridge. This accounts for 10 linear feet of permanent impacts due, to bank stabilization and 85 linear feet of
temporary impacts due to the placement of an impervious dike for dewatering. There will be approximately
205 linear feet of impacts to the UT to First Potts Creek that flows in the roadside ditch on the southeast
side of the bridge. This accounts for 145 linear feet of permanent impacts due to realignment of the
channel and 60 linear feet of temporary impacts due to a temporary stream crossing and d'ewatering. All of
impacts an this project are caused by the widening of the shoulder in this area to accommodate the
placement of the guardrail at the bridge approach. Impacts were minimized by limiting widening of the
to only the areas necessary to accommodate guardrail and only installing the minimum amount of
guardrail, 75 linear feet, required by the sub-regional tier design guidelines.
Completed by: 41Z01
Engineer, Date i
mental Officer,

From: Thomas, John T JR SAW
To: Euliss, Amy
Subject: RE: Low Impact Bridge (UNCLASSIFIED)
Date: Monday, December 02, 2013 8:24:31 AM
Classification: UNCLASSIFIED
Caveats: NONE
Amy
I concur with your review in that the minor road widening is associated with the bridge replacement and
not a widening for a road upgrade. Therefore, the project is verified under the low impact authorization.
John Thomas
- - - -- Original Message---- -
From: Euliss, Amy [mailto:aeuliss&ncdot.gov]
Sent: Monday, November 25, 2013 4:40 PM
To: Thomas, John T JR SAW
Subject: [EXTERNAL] RE: Low Impact Bridge (UNCLASSIFIED)
Sorry to bother you about this project again. In Stephanie's original email she stated that there was
roadwork which led to the need for the guardrail being moved, and hence the stream needing to be
relocated. Technically the bridge is being widened and in order to match the existing road with the
wider bridge, the road will be tapered by less than 100'. This will result in the guardrail being shifted
out. Is it possible to do this under a NW3 instead of a NW14? This would allow us to do the work
under the Low Impact Program and utilize the PCE from Federal Highways in order to get Right of
Way. If not, we'll have to delay the project. Thanks!
Amy
- - - -- Original Message---- -
From: Thomas, John T JR SAW [mailto: John .T.Thomas.JR&usace. army. miI]
Sent: Wednesday, November 13, 2013 11:44 AM
To: Euliss, Amy
Subject: RE: Low Impact Bridge (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Amy
With reference to provided stream quality forms and our telephone conversation earlier today, the
proposed stream channel relocation would not result in significant aquatic function impacts that would
require compensatory mitigation.
You can use copy of this e -mail as record of this review and decision.
John Thomas
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Wake Forest, NC 27587
919 554 -4884 ext. 25
- - - -- Original Message---- -
From: Euliss, Amy [mailto:aeuliss&ncdot.gov]
Sent: Wednesday, November 06, 2013 2:44 PM
To: Thomas, John T JR SAW
Cc: Braquet, Stephanie

Subject: [EXTERNAL] RE: Low Impact Bridge (UNCLASSIFIED)
John,
This is in reference to a bridge replacement project in Davidson County on Swicegood Road. You were
in previous communications with Stephanie regarding impacts to a perennial UT to South Potts Creek
that will need to be relocated for the addition of guardrail and fill slope. The impacts to the UT have
been adjusted and should be less than 100'. The stream will be relocated and lined (both bed and
bank) with rip rap. Stream slopes are 3 -5 %. I would like to know if you will require mitigation on the
channel, and if so at what ratio. The existing perennial stream is ditched at the road fill in the project
area. I've attached a copy of the Stream Quality form. Let me know if you need anything else.
Amy
- - - -- Original Message---- -
From: Braquet, Stephanie
Sent: Wednesday, November 06, 2013 2:36 PM
To: Euliss, Amy
Subject: FW: Low Impact Bridge (UNCLASSIFIED)
Please note that my new phone number is (336) 747 -7800
- - - -- Original Message---- -
From: Thomas, John T JR SAW [mailto: John .T.Thomas.JRCglusace. army. miI]
Sent: Friday, May 17, 2013 10:37 AM
To: Braquet, Stephanie; Euliss, Amy
Cc: Jones, Matthew W
Subject: RE: Low Impact Bridge (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Stephanie
The low impact bridge process is just for bridge replacements. Sounds like this one includes road work
as well as bridge replacement; so, submit a pcn for a nwp 14 for this one.
The other - -> yes include the impact on the spread sheet and show it on your plans. As before, submit
the spread sheet and plans by e -mail for confirmation.
John Thomas
919 554 -4884 ext. 25
- - - -- Original Message---- -
From: Braquet, Stephanie [mai Ito: scbraauet&ncdot.gov]
Sent: Friday, May 17, 2013 9:46 AM
To: Thomas, John T JR SAW; Euliss, Amy
Cc: Jones, Matthew W
Subject: Low Impact Bridge
We have a low impact bridge that will have greater than 150 feet of linear stream impacts due to
guardrail. I went to the project this past Tuesday with Matt Jones and it is a stream.
The road will be widened to meet new standards and DOT has to place fill in the stream to allow for the
guardrail.
Shifting the right of way to the other side of the road will create a curve that will lengthen the project
limits and also create a reverse curve on each end of the project.
Changing the slope would not solve the problem because the guardrail would still impact the stream. I

have a few questions based on what I just mentioned. Would this bridge still be allowed on the low
impact program with 150 of linear stream impacts? What kind of mitigation would be required and also
other than reporting the 150 feet of impacts on the attachment G is there anything else needed on that
form?
The bridge is located in Davidson County on Swicegood Road. It crosses First Potts Creek which has a
classification of C and is not 303(d).
John:
I also have another one on Jackson Hill Road in Davidson County over Cabin Creek class WS IV, not
listed as 303(d). We have a temporary easement to put in a driveway to give a farmer access to his
field. The driveway will impact approximately 0.02 acres of wetlands. What is required other than noting
the impact on the Attachment G and do we need to submit anything else?
Thanks so much for your help on this.
Please note that my new phone number is (336) 747 -7804
Stephanie Braquet
Division 9
Environmental Specialist
(336) 747 -7804
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be
disclosed to third parties.
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE

ae
unr /r
rr
ire; f
See Sheet I-A I-or index oll S/x-,-cls
See Sheet I-B For Symbology Siyeef
a --- 6-4– DWOUtROUTE
6,Off" NORL" 11 (CIAR011-ANA
DIVISION (OF FIGHWAYS
---- ----------- r--4Z -T
volu
LOCATION. REPLACE, EXISTING BRIDGE NO.H
OVER FIRST PO It CREEK ON SR 1155
TYPE OF WORK: GRADING, DRAINAGE, WIDENING,
PAVEMENT MARKINGS AND STRUCTURE

BEGIN APPROACH SLAB END APPROACH SLAB
I L STAt/+83.88 --I -- STA I -i +nR L3
w
8;1— (,LL/ii
TAPFR\,\ RDWY
--- ! \k 8;1
TAPER
TAPER PROP.
TAPER
BRIDGE
BEGIN BRIDGE SHOULDER
7 BERM
-L- 11194.88 -L- STA 12,1-97J GUTTER
SKETCH SHOWING DIMENSION OF PAVEMENT
AND SHOULDERS IN RELATION TO PROPOSED
BRIDGE WIDTH
PAVED SHLD,
fill
GEM"
Max. d- 2 R,
6= 2 Fl,
Type of ti— CL 8 Rip-Rap b= 5 H.
FROM
- -----------
DAA7fl1)80N ('0U1\7TY CURVE DATA
PROJECT REFERENCE NO. SHEET NC).
'-- __- I
3D 5A �9V 4
I 0W 01PAC-F
BRIDGE
E SIRUCTURE 280011
PI Sto 10 +65.67 PI Sto 13 46925
r 4-Y 29.6'(RT) A = O'54'49Z(TT)
AT I
_,RW-, SHEET NO.
ROADWAY N ---A�6k�A--uucs-
Ls 99-11- 10
wpws 45355A,22
D 0'45'50.2' D = 945'50.2
I
GRAD ,350
ENGINEER ENGINEER
-
TIP BD-S109V
L 119.69
N 04'05' 195 E
%A R C)
T 112,90' T 59.50'
�31
. ......
t '41 ?5"484 GI TYPE III
R 7,500.00' R 7,500.00'
SEAL
N 24'5 3'59-7 E
--.,5'x6"DECK DRAINS � 6' SPACING
LEFT AND RIGHT
58 s
FAVEREN
C�RAU
SEE STRUCTURE PLANS
NO DECK DRAINS SHAI-L B/ GARLAND JAMES FOONTS
2 GRAD 350
X
%k o
350
P[AC[O OVER THE STRI,4I and VADA S.KOONTS
vv
SCOT
1,, --,�,�,'
CHRISTOPHER L. HARRISON
15
DO 988 PG 118
--L- PC Sto. a 9452.77
670
and CASSICI M, HARRISON
02
13)
BOBBY JOE FlIZCERALD
PLANS PREPARED BY'
DB 1966 PC 1422
BEGIN TIP PROJECT BD-5109V
C11 ASS /I HIP RAP
Ql
DO 2012 PC 2427
PARSOM
PB 18 PC 24
VR S 7-1 IV
WIGEO)FXfhF FABRIC
i
END TIP PROJECT BD-5109V
BRINCKERHOIFF
*78.56,
;t
.
- I
PENNY & TONY JONES
FS-1 60 1 ONS
EST SY GF BOBBY
gHIL')a
Z�
R-P51
450
-;z1v
SEE D1-7,VI A
OB 2042 PC 2427
HUNSE MI. FA165
fill
GEM"
Max. d- 2 R,
6= 2 Fl,
Type of ti— CL 8 Rip-Rap b= 5 H.
FROM
- -----------
AT I
w -L-- PC Sto. 1.3+09.45
� , ,
I
GRAD ,350
---------
-
.... ......
N 04'05' 195 E
�31
TYPE 1
t '41 ?5"484 GI TYPE III
...... . . . .
15" RCP-iV
N 24'5 3'59-7 E
FAVEREN
C�RAU
2 GRAD 350
X
350
EXIST.
15
--L- PC Sto. a 9452.77
670
R 05
-L- POO SIG. 10+90.00
- , i
APA,
...
� /ol,' ; - CLASS B RIP HAP
I- Fl- Sto. 14 +29.05
BEGIN TIP PROJECT BD-5109V
u!
cu
w1FIL7 ER FABRIC
-1-00 . I TOM, 5 sy Gi,
-L- POT Stc. 13-�95.00
VR S 7-1 IV
N-
607 ! /0, i ; I I
END TIP PROJECT BD-5109V
ZATERAi, 2'811-5k� [)if
W1 Cl. 13 RIP RAP
*78.56,
;t
.
- I
PENNY & TONY JONES
FS-1 60 1 ONS
EST SY GF BOBBY
80,
JOE FITZGERALD
Z�
OB 2042 PC 2421
LIMIT OF
UETAIL A
SEE D1-7,VI A
OB 2042 PC 2427
CL
FXCAVAT)ON
LATERAL—RASE—DITCH
03
1
-FILL EXISTING DITCH
fill
GEM"
Max. d- 2 R,
6= 2 Fl,
Type of ti— CL 8 Rip-Rap b= 5 H.
FROM
- -----------
650 . . . EX,�AVA
-- ---- BE R jd?]�
Mllf cy
7- O!T H R�,F�
El f657.80
�T.'504 F)o
JL - -
9 '10 11 '12
.... fNDD� �j EUT [D- 0 1
67. T' r
V v RA. ---------
0
670
..... ........ .
55ZI
660
LX.AVA
F-F o V/
"
Fs !801
cY
Kt ) /J) V 3- (TYP)
T.4 - - ----
2 10 00
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-4-
13 14 15 16
---------
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.... ......
FAVEREN
EXIST.
"RADI
670
-------
...
41
660
00
650 . . . EX,�AVA
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9 '10 11 '12
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..... ........ .
55ZI
660
LX.AVA
F-F o V/
"
Fs !801
cY
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T.4 - - ----
2 10 00
W&E, f/ 6D O,(Y-1bw2qo
-4-
13 14 15 16

DAV�'.DSON COUNTY CURVE DATA
PROJECT REFERENCE NO. SHEET NO.
8D -5109V 4
LOW IMPACT
Elpo STRUCTURE 280DII
BRIDGE
PI Sto t0 +65.67 PI Sto 13+69.25
A = /* 4T 29L'(RT) ��s = Ol 54'49Z (LT)
RW SHEE7 Na.
ROADWAY DESIGN "Y'o"A""C'
BEGIN APPROACH SLAB
STA/1+83.88
END APPROACH SLAB
I's 09-11-110
WRS 453551,22
D = 9 45'50Z D = 0145'500
IN
ENGINEER
-L-- STA13+08J3
TIP BD 5709V
L = 225.79' L 119LO'
v\ Ro",
000,1�v,
8-1
ER
T= IJ2_W T T 59.80' I
R = 7,500.OL R 7,50000 '
,\k
8`1 CLEAR
CL�
--jkQ� SEA
Lo
TAPER " RDWY
5'x6' DECK DRAINS 1? 9 SPACING
LEF7 AND RIGHT
SEE STRUCTURE PLANS
NO DECK DRAINS SHALL BE GARLAND JAMES KOONTS
PLACED -AVER THE STREAU and VADA S.KOONTS
D8 �JOO PG 718
,z sc
8.1
CHRISTOPHER L. HARRISON
and CASSIDI M. HARRISON
BOBBY JOE FITZGERALD
PLANS PREPARED BY:
8
8.
W
TAPER
OB 1966 PC 14 2
CLASS 6 RIP HAP, DS 2042 PG 2427
PARSOM
TAPER
T
PROP.
PB 18 PC 22
4
��IGEOiEXTILE FARRIC
ORMOWAHOFF
BRIDGE 881XE
BEGIN END BRIDGE
L- STA11*94.88 -L-
SHOULDER
BERM
(D
49
(-Fypj
+50
D4 FAYE37MIT
use ML "I�
STRM
STA12+97J3
GUTTER
R 25'
+
L,O
SKETCH SHOWING DIMENSION OF PAVEMENT
A5
AND SHOULDERS IN RELATION TO PROPOSED
JO-L_
BRIDGE WIDTH
Ics
AT-1
F -1-87
PC StC,. 13-K)9.45
Gam. 350
PAVED SHLD.
Ep
l
N 2,,rO5'I9.T,E_.
TYPE I II
, III
4H Gi TYPE
II 45
E
i 12451-15' RCI-416 N 24535949,
kc
2 GRAU 350
CPAU
0 350
:T
is, '30.00,
-L- PC Sto. 9+52.7i 255
`f05-
r smemm -Tmpw--r
-L- Poc Sto. 10+90.00 50'
BEGIN TIP PROJECT BD-5109V PAVEMENT
CLASS 8 RIP RAP -L- PT Sto. 14 k29D5
+ WIFILTER FABRIC _l.__ POT Sto. 13 +95.00
I TON, 5 SY GF
TRANSITION
;
80, 10, END TIP PROJECT BD-51OW
LATERAL 2'BASE aTCH
W/ CL B RIP RAP +78.56
PENNY & TONY JONES
ZMPACr
EST 60 TONS 80'
EST 05 SY CF BOBBY JOE FITZGERALD
SEE DETAIL A DS 2042 PG 2127
t -
Lo
OB 2042 PC 2421
LIMIT OF DETAIL A
EXCAVATION LATERAL BASE DITCH
{wig Bawl
FILL EXISTING DITCH i_llj Ft" = 10
Mme.d- 2 Ft
B 6 - &W 8= 2 ft
Tyjw aFliners CL B RpT*,p b- 5 Fl.
FROM STA. 11 +00 TO STX 12+10
jj
-7
- -
--------
BRIDGE HYDRAUL)C DATA
A
680
DESIGN DISCHARGE
1560 CFS
------,BASE
DESIGN HW ELEVATION
DISCHARGE
= 66139 FT
_29
2p CES
670
_L_
Sto) 11+444,9
BASE FREQUENCY too YRS
7
BASE HIN ELEVATION
664-30 FT
CL S�
-A' '12
+4610
OVERTOPPING DISCHARGE
3700 CFS
_U_
7.!0. 491.49
OVERTOPPING FREQUENCY=
500 YRS
5
Sl
'AN)
C k).39'bbX
13E�
660
j
BEGIN
NG
OVERTOPPING ELEVATION 667J FT
)?ESU,
EL
667.7
_'K
I
9O',SATW,-1
LCE,
7-BE
56,3.-
T-T,
kPS-,
P/ 11-f-4.49
Mir -656-T-15-
-
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e
"
P=
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+65
—
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PROJE`CT
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I
El.
167-08,
1
7
E,
V�)_ST.
RAD
K
=30
t
ADAVEW71V­T_
-4­ J
Rm4fl=
670
PROP.GRI
-L-
670
'00 Y? W5
EF 5(14.30
660
660
650
RMIN A
[CH- RTT-
qfl
Ex
CA
L -
_60_=
VIE-
-
EX.AVA-
ES
/80
E
CY
650
ST /I
WO
FS .l5
CY
=
C
HA
_
D
tp/-4/450
:-
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CH *1
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46
-6
qr�
KE
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ED i
:
7q
Al
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=657-ffo
S�T 1
A +121CO.OI
E4,656
4656
.00
9
10
11
12
13
14
15
16

Kum
*Rounded totals are sum of actual impacts
NOTES:
Revised 201310 2
Hand
Existing
Existing
Permanent
Temp.
Excavation
Mechanized
Clearing
Permanent
Temp.
Channel
Channel
Natural
Site
Station
Structure
Fill In
Fill In
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)
-L- 11+94,88 to 12+97.13
Single 100' span; 39" box beam with 4' end bent caps
UT to First Potts Greek - stream realignment
145.000
UT to First Potts Creek - temporary stream crossing and
dewatering
60.000
First Potts Creek - bank stabilization
10.000
1
1
1
First Potts Creek - temporary dewatering
I
1
1 85.000
1
Kum
*Rounded totals are sum of actual impacts
NOTES:
Revised 201310 2

ROADSIDE ENVIRONMENTAL UNIT
DEPARTMENT OIL TRANSPORTATION
DIVISION OF HIGHWAYS
R67AumxC
2012 STANDARD SPECIFICATIONS
THESE EROSION AND SEDIAIMT' CONTROL PLANS COMPLY
WITH TIIE REGULATIONS SET FORTH EY TITE
NCG- 410000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES DIVISION OF WATER QUALITY
14--- -- TO .NC 150
IMI
CHRISTiPHER L. HARRISON
and CASSIDI M. HARRISON
B q/1 Z
tf' �
ti
J
0111
A
GARLAND JAMES KOONTS
and VADA S. KOONTS
-CLASS ll RIP RAP
w/GEOTCX71LC FABRIC DAVID LEROY FITZGERALD
and ROSEMAE FITZGERALD,
TRUSTEES OF THE FITZGERALD
FAMILY TRUST
4_05
1�
PROJECT REFERENCE NO, SHEET NO.
8D--5/09V EC-L__
!t SHEET NO.
PARWALS
BR#MCKERHOFF
434 FAYL aL E STREET
TEMPORARY PIPE
FOR STREAM CROSSING
f87
IMPERVIOUS
LATERAL. 2' BASE DITCH-- D1KI --
W/ CL B R/P RAP
EST 60 TONS
EST 135 SY GF
SET Dt- FAIL A
&A,-
4 aac.iRf,`Rm„
.Symbol
1606.01
`I eanpox"y Sik 1 encc . -HLl --
--III lit -
1606.01
Spooi.l Se h-at l.ancral Fe..<
1622.01
T.- p.rxiry Be,-. nmJ Slep D,.;..
"-
1.630,02
silt 1$asin Type Ill
1634.02 Temporary Rock Sediment ].)am Type B
1630.03
Temparary Silt Ditel.
-
1630.05
Terr.,pnrnry M-ain,n
1640.01 C6ir hiber Baffle
1630,06
Special S611ins IBesin
1631.01 Matting installation
1632.03
R-1 lnrlet S.Ji -..t R p Type C ..............
1633.01
Tempeay lael< Sih Cheek T P,-, a
ncwpor.ry R -k Silt Chock Typ.- A W31.1n
M.iting ana 1FOly x, elamirlc iPAM)
1633.02
R-k Sik t h-11, Type °I3
2y "y
yerapgocnrcy
CY ALLJe .......... . ..... -... ,...... .........
W .tel. . ;A PAy.4­ylm iJ9 (PAM) _
1634.02
Tomporary R-1 Sedi -eat D.a.nr Type" B ..
1(Z5.01
IteoC �'p.: 9mle Ssdirne i °fray. o'y1.e�
CHARLES HEAFNER
LEVEL III NAME
3440
LEVEL III CERTIFICATION NO.
`c
Y ' KR
r 3 -)
I0, _- CLASS B R11" RAP
w/FIl L C_ R FAL31?1C
I TON, 5 SY GF
�._._.._. LIMI OF
EXCAVATION
�--HLL EXISTING D17 CH
DAVID L.EROY FITZGERALD
and ROSEMAE FITZGERALD,
TRUSTEES OF THE FITZGERALD
FAMILY TRUST
SR 11-55 SVVICI -0000 ROAD
TO ;VC 150 - -- �-
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 4
IMPLEMENT FINAL GRADE
EROSION CONTROL PLAN UPON
COMPLETION OF STREAM REALIGNMENT
DETAIL A
LATERAL BASE DITCH
I Not to scale)
_
Natural ....---. -! - -- Fill
il Ground d �,;.w 1'%Et. Slope
- -
GEOTEXTILE -- B Agin. 0 = 2 Ft.
Max. d= 2 Ft,
'When B is < 6.0' B_ 2 Ft,
Type of Liner CL B Rip -Rap b= 5 Ft.
201.2 STC'AN>CDARD DRAWINGS
1604.01 Railroad Erosion Comrnl.Detail
1632.01. Rock Inlet Sediment Trap Type
1605.01 Temporary Silt Pence
1632.02 Rock Inlet Sediment Trap 'Type B
1606.01 Special Sediment Control Yen-
1632.03 Rock inlet Sediment Trap Type C
1607.01 G.-I Cra vtroction EmmaCC
1622"01 Temporary Berms and Slope Drams
1633.02 'Tempamy Rock Silt Check Type B
1630.01 Riser Bas1n
1634.01 Temporary Rock Sediment Data Type A
1630.02 Silt Basin Type B
1634.02 Temporary Rock Sediment ].)am Type B
1630.03 Temporary Silt Ditch
1635.01 Rock Pipe Inlet Sediment Trap Type A
1630.04 Stilling Basin
1635.02 Rock Pipe Inlet Sadimcnt Trap Type B
1630.05 Temporary ffi -ioa
1640.01 C6ir hiber Baffle
1630.06 Special Stilling Basin
1645.01 Temporary Stream Grossing
1631.01 Matting installation
FROM STA. 11 + 00 TO STA. 12 A -10
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
Stair 1" = 3,T
�a a �4• t,n
® IN am _K

ROADSIDE ENVIRONMENTAL UNIT
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
wst.monttc.
2012 STANDARD SPECIFICATIONS
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
NE '�O Y
IffTIf THE REGULATIONS SET FORTH BY TILE
NGG4101h? GENERAL CONSTRUCTION PERMIT EFFEC7PEAUGUST 3, 2011
L'
[ISSUED BY THE NOR CA OUNA DEPARTMENT OF ENVIRONMENT AND
TH R
NATURAL RESOURCES DMSION OF WA QUALITY.
`ROSION T R014 PLAN
GARLAND JAMES KOONTS
and VADA S.KOONIS
PROJECT REFERENCE NO. I SHEET NO,
-c
KW SHEET NO-
PARSOM
BRINCKERHOiFF
434 FAYETTENTEIE qTf*XT
CLASS 111?1P RAP
w1(310_1'LX/1LL FABRIC DAVID LEROY FITZGERALD
CHRIS-I PI IER L. HARRISON /0/ and ROSEMAE FITZGERALD,
and CASSIDI M. HARRISON ("Y IRUSII-LS OF THE FITZGERALD
FAMILY TRUST
7 -
�37
11
- --- /
EMPORARY PIPE,
FOR S7_R1.___AV CRPSSiNG
IM!"'TRVIOU5
ATERAL 2' BASE D/7 L >1K1.
W1 CL B R/F RAF
ES-1 60 TONS
L-51 135 SY CF
SEE /)/-_1"A11'_ A
a
5fiL___
D=ri11fi2n
1605.01 'feo' romty Silt Ferree
1605,01
T.enpo­yy Sik 11",-,
1632.03 Roeh Wet S.dimeatr.p 'Type C
1606.01
gyp eia.l S i C..c..i F­-
1622.01
T—P.—Y B­­­d Sll.pe D­i-
1630.01 ILL— H.io
1630.02
Silt B-ie Type B
1634 02 Ternp­,v R-k Sediew Dan, Type 13
1630.03
Tomp .... y SJ, DitA
163004 S tAGi4 B,,,i
1630.05
Te-,--y M­,i-
1640.01 Ori, Fiber Brffi.
1630.06
Spe",iA Srillb.g A.Ni.
1631.01 Mottir4 Instshotim
............... ...... . ........
1632.03
R.A ln6, Ty,,, C °_
13
1633.01
T.o,p ... y 1 &h (%_ T,pe­A
T mpo­y RoA Silt CI—k T yj"',A .;A
M.tfing ­1 1,01Y.-YI-1 WAND
CEO
1633.02
Tee.P.­y R-k Silc CL­), Ty­­B
W.i4l,e y,ith P.Jlf.—T6m�,L (PAND
1634.02
T—P--y Rock e7rz rnut D.., Typ"'-:R
1635.01
Reek P ,­ I.W 84i—ni T-1, "_ "ye,"A
. . .........
CHARLES HEAFNER
LEVEL III NAME
3440
LEVEL Ill CERTIFICATION NO,
105
15"
3
/0 , I I
I. - -_ -- ­ ­ CLASS B RIP HAP
-4— wIFILIE-H f-At.3HI�
I ON, 5 S)l CF
LIMY OF
F- XCAVATION
FILL EXISTING /)/ / Cl i
DAVID LEROY FITZGERALD
and ROSEMAE FITZGERALD,
TRUSTEES OF THE FITZGERALD
FAMILY TRUST
2012 STANDARD DRAWINGS
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 4
IMPLEMENT FINAL GRADE
EROSION CONTROL PLAN UPON
COMPLETION OF STREAM REALIGNMENT
DETAIL A
LATEkX[_­BASE DITCH
(Not to Sole)
b
Groun Nol.ral, F619 d
1v
D Slope
GEOTEXTILE
Min, D= 2 FL
Max, d — 2 Ft
'When B is < 6.0' 0--= 2 FiL,
Type of Liner= CIL 8 Rip --Rap b== 5 Ff.
1604.01 Ril-d Erosion Ctirnml]Detail
1632.01 Ronk Inlet Sediment Trap Type A
1605.01 'feo' romty Silt Ferree
1632.02 Rork 1.1,-t Sedirnm'fvap Type B
1006,01 Sp .... I Sedi—t C­t.] F—e
1632.03 Roeh Wet S.dimeatr.p 'Type C
1607.01 G­".1 Corearru non- Entrance
1622,01 'rernp ... ry Berms and Stop,, Drains
163102 Tempohrry Roch Silt Q k Type B
1630.01 ILL— H.io
1634M Fernp.,m Rock Sediment Dm 'fyp, A
1630.02 Silt Bus Type B
1634 02 Ternp­,v R-k Sediew Dan, Type 13
1¢30.03 T—P.— Sift Ditch
1635,01 Reek Pipe Wet Sedirnent 'Trap Type A
163004 S tAGi4 B,,,i
1635.02 Rod, Pipe brier Stdirnoor'4up I'lpe B
1630,05 T—k—ry Di—i..
1640.01 Ori, Fiber Brffi.
1630.06 Npec,.l Stifling WA.
1645.01 'L.mpv.,y Sit.- C-m.,iog
1631.01 Mottir4 Instshotim
............... ...... . ........
— ----------------
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER,

ROADSIDE ENVIRONMENTAL UNIT
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RAJMOH.X.G.
2012 STANDARD SPECIFICATIONS
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
ATTH TIM REGULATIONS SET FORTH BY THE
Nt"(3410000 GENERAL CONSTRUCTION PERMITEFFEGIM AUGUST 3,2011
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF EMPTRONMENT AND
NATURAL RESOURCES DIPTSION OF WATER QUALITY.
vn
o
000 Os
- - 1-0 'vc /50
CHRISTIPHER L. HARRISON
and CASSIDI M. HARRISON
I A[ F-RAL 2' BASE D/7 CH
N/ CL B RIP HAP
ESY 60 7 ONS
EST 135 SY GF
SEE DETAIL A
Sa'-!
D'0RrARGPM
s3EM61
160SAI
T.n,p.,.,, Silt 1a
HL --fl+___
1606.01
SP .6e1 SeJia­.t 1 m Qrml F,.—
7
1622.01
1)­�ns
16.34M Temporary Rock Sdineent W. Type A
1630.02
Silt B..i. T 'P.� B
1630.03 T­E,,,ary Silt Dith
1630.03
T..P ... J­Y'901 Da'J'
1635.02 lt—k Pipe Inlet sediment I".P Type 8
I630.05
Te-p.—Y Di­,, ;..
Tb
1630.06
special s6ifli.g B.6"
1632.03
Rork X.W SJime.f T­p Typ,, C
1633.01
T.-p.r." R­k Silt Check Type-A
T..jP .... y , 1 k Silt 4 ' '6d'
­,t],
M.U;.g .-I CPAM)
-
1033.02
Te—P ... ��' Ik­k Silo- Ck-h Type-11
Xwe,
wajd'
w,iffle arid' P.�"­Y4 i& (I'Alkl)
1634.02
1--p.—y R­" D,e� Typ,,--B
1635,01
flij- 1.Tei Sedi "T" ,P, 'FyF,"A
J 41
CHARLES HEAFNER
LEVEL Ill NAME
3440
LEVEL Ill CEKTIFICATION NO,
sr
''y
GARI.AND JAMES K00IN_1S
and VADA S. KOONTS
r CLASS 11[i1F HAP
wlG�- 07,-7XT/1_T" 1'_A8R/C
/0' T
YPJ
0 ) _.
ac _l
f.
on 2GI
R 15 RCPAV "'Si
2
05
15"
CLASS 8 RIP RAP
/ -­R ABRIC
w/1 I L 71 _ I '
I I O/V, 5 SY GF
1_11WIT OF
FXCAVA,"IOAI
F—Ul. rrXISTIAIG DITCH
DAVID LEROY FITZGERALD
and ROSEMAE FITZGERALD,
TRUSTEES OF THE FITZGERALD
FAMILY TRUST
20.12 STANDARD DRAWINGS
1604.01 Emifirwd Fosioa Control Detait
1632,01 flock Inlet Sediment I'mp Type A
1609.01 T.mpu­y Sill 1
1632,02 Ro.k 1.10 Sediment T.p Type B
1606.01 Special Sediment Control Fertos
1632.03 Rook Inlet Sediment Tnp Type C
1607,01 Gravel C.-truction, Ent-
1622 ' 01 Te.P.—Y Be— and M.P. Drains
1633.02 'I-mmury Rack Silt Chenk Type 0
1630,01 Rise, B.i.
16.34M Temporary Rock Sdineent W. Type A
1630.02 Sik 11-siu TYPI� B
1634.02 T..p..J-y R..k ,Sediment Dam Type B
1630.03 T­E,,,ary Silt Dith
1639A1 Roek Pipe Inlet Sediment Trap Type A
1630.04 Stilling It.,.
1635.02 lt—k Pipe Inlet sediment I".P Type 8
1630.05 Ternp­,y Diversion
1640,01 Coi, Iliber B.111,;
1630.06 Spninl Stifling B.4.
1645.01 Stream Crossing
16.11A] Matting f-edlaimt
PROJECT REFERENCE NO. I SHEET NO,
R" SHEET NO.
PARSOM
BRNWNWRHOFF
au VIINT11"Fewl1v $Tws. '
DAVID LEROY FITZGERALD
and ROSEMAE FITZGERALD
TRUSTEES OF THE FITZGERALD
FAMILY TRUST
SR /165 -SW!CL,,0GL)' POAf)
(Not to Scale)
Natural
Fill
Ground
If tD 4 Y, Slope
GEOTEXTILE Min. D = 2 Ft.
Max. d = 2 K
-When B is < 6,0' 8 = 2 Ft.
Type of Liner == CL B Rip-Rap b= 5 Ft.
FROM STA. 11 + 00 TO STA. 12 + 10
T 0 NC rSCi
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
art a as sp

TEMPORARY ROCK SILT CHECK TYPE I A I WITH L
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
PROJECT REFERENCE NO. SHEET' NO.
. ..........
434 FAMIT"LLE STRLET
sliffEl 1500
RALEIGH ' NC 27601
LICENSE NO. F4165
EXCELSIOR
MATTING
FLOW
NOTES
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
SEDIMENT CONTROL STONE
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
A
j"
A
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
o 5,q?
47Y 1
c
TO BE APPLIED TO EACH ROCK SILT CHECK.
-2
e-'c
'o ',­v
6
INITIALLY APPLY 3.5 OUNCES OF POLYACRYLAMIDE (PAM)
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
STRUCTURAL STONE--------/
. ...... .. ....
(3n5 Oz
L=3xH
c
B--
INSET A
PLAN
qmmumpr-4w
'13 CHANNEL' EXCELSIOR
2
2' MIN
WIDTH
— — — --------- MATTING
_� _� N/`7�,7
1 21f
2' MIN *T H 12" MIN
0 1
EXCELSIOR,--Z B STONE
MATTING SECTION B—B
SECTION A—A .1-1 ---------------- — -- --- —
*T = 12" MIN,, 18" MAX.
0 s

DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
/)I-- T H //-'7 /0A1
S-7-ALI-3 fl- i-VATION 1 IlVlf-,
- - --------- - -
- - ---------- .......... - ----- - - ---- - --
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
---- -----
7 DAYS
NONE
---------- ----
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
- --- - ---------- ------ -- . .. ......... -
SLO[')ES STEEPER THAN 3-.1
7 DAYS
IF SLOPES ARE 10' OR LESS IN
- -----
LENGTH AND ARE
NOT STEEPER
THAN 2 .-1914 DAYS ARE ALLOWED.
SLOPES 3 ®1 OR FLATTER
14 DAYS
7 DAYS FOR
SLOPES GREATER
TI--IAN 50' IN
- --- - --- -----
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4.1
14 DAYS
NONE, EXCEPT
FOR PERIMETERS
AND HOW ZONES.

0 2.5
S
PROD. REFERENCE NO.
SHEET NO.
BD -5109V
X -3
5
5'
S
0
0 I
1
1
�
1
1
5
0
5
1
-
5'
--
- -
--
-
_
-
--
-
- - - -i
-
- --
-
- -
-
-
- -
--
- --
-
-
--
-
----------------
__ --
._....
a
i
_
a
I
ijijij
i
i
,
9
_ —-----
—_—
_
._._. __
____.
_....._.._
_.__._
-s_
__.__
.......... _
_— ___
__
____
I
—
I
q
1
END
TIP
OROJE
T
'109V
i
fa.
1-+
95.1oo
,
_
_ - - --
_-
__ -_
_
___
___
_______
------
------
-
5
0
5
0
5
30
2
1
l
1
1
2
25
0
5
5
5
70
75

f
srx.^u+41.49-�
em o-~ oozrs
| GRADE DATA -L-
_TO NC 150.
CURVE DATA
PIstam+6sc /-
A ~ r 43' 29.6'(R-1)
D = o^ 45' 50.2'
L ~uzsz*
T ~u2.9u'
FILL FACE Q END BENT I
--T-
12+00
END BENT 1
SPAN A
WATER SURFACE- BASE DISCHARGE-
UNCLASSIFIED STRUCTURE E L. 6 61 t
EL.663± EL 662t SUBS RUC TURE EL. 664
ADL To ZRADF To
DRAIN
EXCAVATE TO-
_fDRAIN 658 656± EL. 661.0
XCAVATE El­ 656
_ TO Et- 656T
CLASS II RIP RAP
SECTION ALONG -L-
SECTIONS AT END BENTS ARE AT RIGHT ANGLES
EARTH BERM
EL 659.11
SUBSTRUCTURF
51`ly2.
13+00 13+50
PI ~ 13~65.00 /-
1-61 u'.~sa7�ou
vc ~ ou
GRADE DATA -L-
TA. 12+97.13 12+97.13 -L-
El­. -------
sazm
BEGIN FRONT SLOPE III .aar� STA. 13 1 05
77 L
FIX. Z =""..^�____________-_- -~~_�
LOW CHORD
EL. 663.40
HP 12x53nea
PILE(T,P.)
END BENT 2
EARTH BEF
EL. 659.06
102'-3' TOTAL Lcwmx 0 anzD GE
PLAN
pzLcs NOT sxoww mn c�AnzrY
FILL FACE 6� END BE�
sm12+97.13+-
SLAB
��imiff-4110
HYDRAULIC DATA
msl(;w nzsoxAnns -________-1560
crx
STA. 11-91.88 -L-
-680
mszcw HIGH WATER s/cVATruw
EL. 667.59
oxxrwxcs AREA.
5.8 no.Mz.
BF..G,lN FRONT SLOPE
ops
EL 668^
s/o
1
--- - - - - - - -
EL. 667.62
- - - - - - - - - -
LOW CHORD
EL. 663.69
san
sso
f
11/2t1 s/ups-'
/woawxL ro xswn
!
(r,p.)
_TO NC 150.
CURVE DATA
PIstam+6sc /-
A ~ r 43' 29.6'(R-1)
D = o^ 45' 50.2'
L ~uzsz*
T ~u2.9u'
FILL FACE Q END BENT I
--T-
12+00
END BENT 1
SPAN A
WATER SURFACE- BASE DISCHARGE-
UNCLASSIFIED STRUCTURE E L. 6 61 t
EL.663± EL 662t SUBS RUC TURE EL. 664
ADL To ZRADF To
DRAIN
EXCAVATE TO-
_fDRAIN 658 656± EL. 661.0
XCAVATE El­ 656
_ TO Et- 656T
CLASS II RIP RAP
SECTION ALONG -L-
SECTIONS AT END BENTS ARE AT RIGHT ANGLES
EARTH BERM
EL 659.11
SUBSTRUCTURF
51`ly2.
13+00 13+50
PI ~ 13~65.00 /-
1-61 u'.~sa7�ou
vc ~ ou
GRADE DATA -L-
TA. 12+97.13 12+97.13 -L-
El­. -------
sazm
BEGIN FRONT SLOPE III .aar� STA. 13 1 05
77 L
FIX. Z =""..^�____________-_- -~~_�
LOW CHORD
EL. 663.40
HP 12x53nea
PILE(T,P.)
END BENT 2
EARTH BEF
EL. 659.06
102'-3' TOTAL Lcwmx 0 anzD GE
PLAN
pzLcs NOT sxoww mn c�AnzrY
FILL FACE 6� END BE�
sm12+97.13+-
SLAB
��imiff-4110
HYDRAULIC DATA
msl(;w nzsoxAnns -________-1560
crx
rncuuEwo, OF nozuw FLOOD­
25 rnx
mszcw HIGH WATER s/cVATruw
------- 663.9
oxxrwxcs AREA.
5.8 no.Mz.
oASEorsmwnu mmu -_____-'2229
ops
BASE ozuxwmcnELEVATION ____66w.m
OVERTOPPING FLOOD DATA
uvmropp-wo pumn ozsnx^nxc ____3700 cpx
mumswc, OF ovaroppzwo FLOOD ------ son+ ,ns.
oVEoruprcwn pmoo ELcvxrruw ____667.1
1-NORMAL TO CAP
1` 6" AT END BENT I SLOPE 111/2.1
F`--O-MIN.EARlH BERM GROUND Lzws
NORMAL To CAP
+
GEoTEXrrLc�
pz sto 13+69�25 -L'
A ~ o~ 5 4'*9.2' (1.n
D ~u~ 45' 50.2'
L ~usau'
/ ~sy.8o
n~/,sou.00'
RIP RAP DETAIL
I IIERFBY CERTIFY 'THESE PLANS
ARE THE AS-BUILT PLANS
PROJECT NO.
- DAVIDSON COUNTY
STATION: