20040907 Ver 1_Complete File_20040603

,,,

MICHAEL F. EASLEY
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTNffi_NT OF TRANSPORTATION
May 20, 2004
U. S. Army Corps of Engineers
Regulatory Branch
Post Office Box 1890
Wilmington, NC 28402-1890
ATTN: Mr. David Timpy
NCDOT Coordinator
10 40907
LYNDO TIPPETT
SECRETARY
WETS ry? ?,ROUp
JUN 0 3 2004
WATER QUALIT,SEC770N
Subject: Application for Nationwide Permit 23 for the proposed replacement of
Bridge No. 98 on SR 1240 over Little Coharie Creek in Sampson County,
Federal Project No. BRZ-1240(1) State Project No. 8.2281301, WBS Element:
33611.1.1, NCDOT Division 3, TIP No. B-4270
Dear Sir:
Please find the enclosed Categorical Exclusion (CE) document, permit drawings and roadway
design plan sheets for the above-mentioned project. The North Carolina Department of
Transportation (NCDOT) proposes to replace Bridge No. 98 on SR 1240 over Little Coharie
Creek at its existing location. The existing 155 foot, 9-span structure will be replaced with
180 foot, 4-span cored slab bridge, built with top down construction. The new bridge will be
constructed with three bents. One bent will be located in the surface water along the edge of
the creek. NCDOT will observe a work moratorium in-stream from February 15 to June 30 to
avoid impacts to anadromous fish spawning and passage. Existing traffic will be detoured
offsite an estimated length of 8.6 miles.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE. WWW.NCDOT.ORG
LOCATION:
2728 CAPITAL BLVD
PLB SUITE 168
RALEIGH NC 27604
v
2
f
IMPACTS TO WATERS OF THE UNITED STATES
General Description: The project is located in the Cape Fear River Basin (CPF19 subbasin).
Little Coharie Creek originates approximately 6.0 miles southwest of US 421 and US 13 at
the confluence of Caesar Swamp and Opossum Swamp. The creek flows in a southerly
direction through the project study area to its confluence with Great Coharie Creek in
southwestern Sampson County. Little Coharie Creek has a stream classification of "C-Sw".
The "C" designation indicates waters that support aquatic life propagation and survival,
fishing, wildlife, secondary recreation and agriculture. The "Sw" designation is used for
swamp waters characterized by low velocities, low pH, low dissolved oxygen levels and high
organic content.
Wetland Impacts: Permanent impacts to high quality wetlands of 0.03 acre are associated with
the new bridge replacement. The impacts are due to mechanized clearing along the approach
way on parcel 2 and the permanent drainage easement associated with the cross pipes installed
to restore sheet flow in the adjacent wetland (also located on parcel 2).
Bridge Demolition: The superstructure for the existing Bridge No. 93 consists of a reinforced
concrete deck on timber joists. End and interior bents are timber caps on timber piles. There is
also a steel crutch bent. The bridge has 9 spans and totals approximately 155 feet in length.
NCDOT's guidelines for Best Management Practices for Bridge Demolition and Removal will
be implemented for the removal of bridge No. 93. The objective of these guidelines shall be to
protect the water quality and aquatic life of the affected environment in the vicinity of a
project. There will not be any amount of temporary fill due to bridge demolition.
Utility Relocation: There will be no impacts to jurisdictional areas do to utility relocation.
AVOIDANCE, MINIMIZATION AND MITIGATION
This proposed bridge replacement will result in minimal impacts to jurisdictional areas. Best
management practices will be used in a effort to minimize impacts, including avoidance of
placing staging areas within the wetlands. Compensatory mitigation is not proposed for this
project due to the limited nature of project impacts. Less than 0.1 acre of wetland is impacted
from the proposed bridge replacement. Land activity impacts associated with construction will
be mitigated by replanting disturbed areas with native species and removal of any temporary
fill material upon project completion. Cross pipes will be installed in the roadway to improve
drainage between wetlands on each side of the roadway.
E
IN
3
PROTECTED SPECIES
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered and Proposed Threatened are protected under provisions of Section 7 and Section
9 of the Endangered Species Act of 1973, as amended. As of January 29, 2003 the US Fish
and Wildlife Service (USFWS) lists three federally protected species for Sampson County:
American Alligator (threatened due to similar appearance), red-cockaded woodpecker
(endangered) and pondberry (endangered). No species have been added to or deleted from this
list since the completion of the CE.
The American Alligator carries the threatened status due to having similar appearance
(T(S/A)) to another listed species. Potential habitat exists within the project study area.
Construction activities may temporarily displace any American alligators in the vicinity;
however, no long-term impact is expected. No Biological Conclusion is required due to the
alligator's listing as T(S/A). During the site visit in April, 2001, it was determined that there is
no suitable habitat for the red-cockaded woodpecker or the pondberry in the project study
area, therefore a biological conclusion of "No Effect" was is given for each of these species.
Construction Moratorium: The CE document states that no moratoriums will apply for this
project. This statement was miswritten. A letter dated July 11, 2001 from the National Marine
Fisheries service (see appendix in the CE) states that the Little Coharie Creek is a tributary of
Black Creek which flows into the Cape Fear River. "The waters and wooded wetlands
associated with the Cape Fear River system provide habitat for anadromous fishery
resources..." According to the North Carolina Wildlife Resources Commission, a
construction moratorium from February 15 until June 30 will be required for anadromous fish
passage.
REGULATORY APPROVALS
Section 404 Permit This project is being processed by the Federal Highway Administration as
a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT requests that
these activities be authorized by a Nationwide Permit 23 (FR number 10, pages 2020-2095;
January 15, 2002).
Section 401 Permit: We anticipate 401 General Certification No. 3403 will apply to this
project. All general WQC conditions will be adhered to during project construction.
Therefore, in accordance with 15A NCAC 2H, Section .0500(a) and 15A NCAC 2B.0200 we
are providing two copies of this application to the North Carolina Department of
Environmental and Natural Resources, Division of Water Quality, for their notification.
V
4
Thank you for your time and assistance with this project.1`1?:ase contact Carla Dagnino at
[phone] if you have any questions or need any additional information.
Sincerely,
Grego J. Thorpe, Ph.D
Environmental Management Director, PDEA
w/attachment
Mr. John Hennessy, Division of Water Quality (2 copies)
Mr. Gary Jordan, USFWS
Mr. Travis Wilson, NCWRC
Mr. Greg Perfetti, P.E., Structure Design
w/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. John F. Sullivan, III, FHWA
Mr. Allen Pope, Division 3 Engineer
Mr. Mason Herndon, Division Environmental Officer
Ms. Theresa Ellerby ( PDEA Project Planning Engineer)
Mr. David Franklin, USACE, Wilmington (Cover Letter Only)
701, ,13
50
i 13 ? ® `` 24
24 ••• 41 1
SEE 1 NSET V '
BELOW 7O1 u 41 ; '421
SAMPSON COUNTY
24
/ X39 % 1235
0Qu ,i
Roeboro 1 \F i END l294 1219
PROJE 1
EGI 1.
RO i
129! 1222
05 a Ba ?•
Highsmith 9
? 1212 •? i °$ 9p 12Li
1215 ? r I
j
_. j
1216 i ? ._.
1215 01
?. ? I2U ?'l
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
SCALE SAMPSON COUNTY
.5 0 1 Mile PROJECT: 8.2281301 (B-4270)
BRIDGE NO. 93
ON SR 1240 (FLEET COOPER ROAD)
OVER LITTLE COHARIE CREEK
SHEET -L- OF a 9/ 23/ 03
----- -- - - --- --------
--------- ------
I
F
is
tl

1.
P
PF 26

125
(
1 /
I
I--?
85
O

I 12

I O
I o

217
i SITE ?p0

II
L i
i
I ?tib
I
t O . o
i
i 'ze

I 121
I
?
I
?
Bs
I
o° i
t
i 125
I I
I
i O
f
1 ? 100
1
4.
1 V
;
14 I
t
I
1216
/
?
I
I . -
_ ..
.. (
I
U
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
SAMPSON COUNTY
PROJECT. 8.2281301 (B-4270)

1000 0
2000 BRIDGE NO. 93
ON SR 1240 (FLEET COOPER ROAD)
OVER LITTLE COHARIE CREEK
SHEET OF A 9/23/03
v
--•WLB ---- WETLAND BOUNDARY
WETLAND
WLBI
® DENOTES FILL IN
WETLAND
DENOTES FILL IN
SURFACE WATER
DENOTES FILL IN
SURFACE WATER
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND
DENOTES EXCAVATION
IN WETLAND
S DENOTES TEMPORARY
FILL IN SURFACE WATER
* * DENOTES MECHANIZED
CLEARING
- BZ - RIPARIAN BUFFER ZONE
F 4- FLOW DIRECTION
T-?.- TOP OF BANK
- WE- - EDGE OF WATER
P-- PROP. LIMIT OF CUT
--f - PROP. LIMIT OF FILL
-? PROP. RIGHT OF WAY
-- NG - - NATURAL GROUND
- - n- - PROPERTY LINE
-TDE- TEMP. DRAINAGE
EASEMENT
-PDE- PERMANENT DRAINAGE
EASEMENT
- EAB-- EANIMAL ENDANGERED
BOUNDARYY
- EPB EXIST. PLANT BOUNDARY
-••-0 ••-••-•• WATER SURFACE
XXXXX LIVE STAKES
C?D BOULDER
--- COIR FIBER ROLLS
LEGEND
f-?
PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
(DASHED LINES DENOTE
EXISTNG STRUCTURES)
0 SINGLE TREE
WOODS LINE
¦ DRAINAGE INLET
ROOTWAD
RIP RAP
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
RIP RAP ENERGY
DISSIPATOR BASIN
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
SAMPSON COUNTY
PROJECT. 8.2281301 (B-4270)
BRIDGE NO. 93
ON SR 1240 (FLEET COOPER ROAD)
OVER LITTLE COHARIE CREEK
SHEET OFa 9/23/03

moil I ?
All! J R.
I
rj ? e

2 Z

t

1
0 1
"a-4 M ''oD?
r E E , E

?
?
I
I
1
1
1
1
1
I
\
\
1
\

\
1 r

\ 1
1
? I
I

0
o,
1 ?
w
m ?
I m b
' I I PT sh b+7736
m I I.
E I m IRE AJO
all
r /
1
O* I r I
all
I I
N ? GEOW : I
I I DE
I$
y 1 n`e --- --?
1 \
15
All
:I
_ \ I
all
vEOm
? o ... 'I III < < ? '??
.;. N •; I ?I I CI
a . > • •I I I
v I I I?? ?
t oz III I i
a ?F- a? mN O ? ? I ?I ??? ?
aAM
N v o ? a ? I J
1
o
!!
MEN
$ i 2
9M
/? , i I ? \ sk
i
0
N
M
r
x
$$$$$$$$$$$$$$

R
nil loll lam DIU?g
8 Ag
1 1 ? Q

i?
si
ay
2
yg

m

?
1
!r a
r -9
1 I r 2

H
0
A
H r
y ?
°F- aaaq
O E Q'
• f'

1 i
° ° M ° ¦ ISO
WN???a° `•k;`' //. !'! 1 Sion
?M
° ???+?
Mv1 ?ti? l?r' % > l
?I
I r 1 m
1 J .d('J 4, k
/o
PT Sto.1ot7736
11 Vw R I a?? ?i
/
_ I
r? m
/ ? / ? - Y? OIOm? 'I 1
ti F{
a ,w
?r l? -? `- _•.., ,. ?..? ,
ter, / / '
T1
.? _? .
15
y O ply., ? , ? I I I r ? ?."• .."", \ //'!i?
• N ?
• • 4J'• Lt.f•' qJ.,. •?l ? ? ? I
rv,•I 1 i;I ? I II ? ?? ( 1
p I?) I I I? ' ..I
r-
i ?
n?
LO m I ! \ /
? x
z
m ?
--- ------wee--
I 1 ?i
ij
?l I ( !li?l 1
' 20
I ?o
silk
?'' / .? 1 zC' 44
/ z
,- ,\ ICI ? I I ? ? za ?
5
Z
z
C
x
4
?????????????sasi?cNS?asssssssasaaas
Project No. 8.2281301 (B-4270)
Property Owner List
Parcel Number Name Address
5318 Pleet Cooper Rd.
1 Albert W. Lamb Roseboro,. NC 28382
2 Duncan M. Faircloth P.O. Box 496
Clinton, NC 28329
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
SAMPSON COUNTY
PROJECT. 8.2281301 (B-4720)
BRIDGE NO. 93
ON SR 1240 (FLEET COOPER ROAD)
OVER LITTLE COHARIE CREEK
SHEET OF 9/23/03

cr)
0
0
N
N
rn
O
2
cc
W
O
N U UJ
~ U
O? Z S w w a-
:3
Z
= U r _
Q
co
0
2 LL Z
N
F-O O NrU
W
J
0 O CL U) _
O

U
F-Q Z?
Cl)
0
W ]
O o W
U n Z p
z
W
0
m
LL
0

W
w
U

p? N
CO)

M
O
N
O
m
H
m

O
LL

c
rn
?mm? o
ZU?
c c m
F h ?

a
W U
?

Q ?

W

Q

u1
? d co
c

C 7 U
?
e Z
v O
Q

N =
'O

o
N

N m L
? ?
0

V ? v
Q

F a X3 0
? W c

W
a z __?

Q J

!-

`°
U.
d c, v
gg
8
Q 3 3m °
F
J -
H
?
? gg
ti c
3
? o
?

m
a
v
z
m
?

o
?, a
2 _N

r ?
N
O
O
? O
fA ?
' LL of
J

Z
^ N
F
fA
LL
H
n
4:v,..;?, P11
Ah
61? 7m'.d-gn\B42i0A
CO TRACT: TIP PROJECT: B-4270

0 N - x W

T o m p p
?.--• IN
3 M
Z

N
mj
T O I i
2
N

W '
//' O or 0
O ?
51-)
N
70
I N
N
O O C G ?9O n M
0 m
y i
F I

8
?tD m
Z Z \
l
` y?
kn " i
9 ?...
A"
? n
o
1 O
n
O
O
rn 4
-4 -4
? N pN
<
??i1
C'Ai
v
^
.p? P`pO°rnW
? r..r•
Y •
`?
? cn
O vi A
3e
It II II II II II ? r ••• : g
v O. A O. O.
yC O O N ? Q
$ b
a ay 4i?

a 1

i
F 3t
e`e 3? 3e
M
a
T

m m
z z 0~ a
Fn +
Z (A w
c .01
?
O X
c >

b m
m m y O m O y '? °?
q q „ ; z Ry x

C 14 0 1ci
1*y
h'??11
N
O
+
$ m
V
o
:54
O
O
YJ J

06
?J

a
II II II
0 00
C j m (? h .
3 3 3
o0 "-

?,y o
m O
LI1T?E

?
V J -I
?--

N
m COHARIE
'--? b
?

m m
v 10
+
a?7 a

M m
m : -?
m
m
D A
O S?
O
A pp
O
w ??
?; $ m
s
p M
+
'O" a
o A V
O j? `-
y
+

o 4
{-J

j gyp N
AZ? ; I n
2O
N m 9 =
c Q
z
m
_
n

O
o

y O

k?
k C:?
Ztn www a
aww ? ('
?? r GtNr
5Z
Z
C

O
? CA
O
? to w
i
V
?O y
x g m
m
, t
N oo
O O r3 O

z I? o

y x

?
r ?
cx°°

Mvn?2090 84270\des gn\BM12i0.tsh
C402 15r ueva\ \3 0
'77 'fl N N N v 'TI i? .N? 'O '0 ?C 'V m W m '9 91 A -u "D 'U "G '+D A m
a o o° o• a 0 0 0 0 0 0 0 < c o c o 0 0 0 0
CL 0
C O H A 3 .o a p p p v! v p a° .V V p a v v
a s o S' 3 ]? - -? M A A ?o ; ?o ?q 3' W ` O O A *pp M A cpn ?pn o
d m O N ° 3 O' ? 30 'C a -S? 7?' _+ A 7o N °? d ?. m 10 3 A ID ° O •
-1 S N C C A O O °L r O -Ni N a C
O O -o :+ D a O -? y, ?i, L]_• '? O. C p C - C O '? 7 mO f V 177
O W 1M.7 = .4 0 O3 . 7 A A O '? ` 0 ^^ -c7 ?O O T W G N rt II
_ ?Ot n C 3 fl a a V 7 7 7 VJ a 3 a n O T c N
O 11t m p' a a a 3 O O a 7 '" C
A °- rt ° tx)
c ° r r ^ n
h
o 03
c'o s A? W O c
rt 3 it 'oo a n
C r a a '77 'O ? `i, 70 : rn
T ? 1 I II I Z
o i i Y I I I I I m
> El
i I I I I
< MM
1, 10
1>01
l I II
?? L J I I I ? ? ? I I
31 (A (A -0 "0
tD ` O
rt O 0 a°° 0 0 t° A O O O ° O p
7 - 7G a 7 3 tP m to tD S 1D -Ni 1G M C' m p H? < ° -Oi a z
y n S 3
-0 ° =- E O 'O -4 S t_ O M. A 7v
3 to a. c
-*to 0
?? i; ° io a pp a o a$ O' A n a v a A n m a a m
?S c° p ?C CST o C.
Nc a ?'?.z ° -? o S? S° S
c ?o ?s o eo °o ?. O c o W 3 a cap W 0 o o
?? a?•? ?t?n c 3:a e ? > >' ? ? Lr c f
w 97 02- 3
3 p OR uk A O O , W L"1
gym' ? ; .$°? ? I W au _ y O
3 0 o.. °' . ?y Z
rs>
. Z
I Y 1 r t---?
I I I I t- rt4
? I I II
? ®aa?Qoomoooo® ?O?ooO®C?a= a= o?+- ? + o- .. I ? ? II ,
I O
o° 3 m ° o 0 0 o o n o c ti 3 I?! 7 -0 M' 7' O C' 3 a a fp O A W r- 7 f0 t0' 10 f°' -? t0' -t (G' fC' f° _.? 4? .0. 9L S A, d d S c p 0-0 7 7 C a O O T C fp O 'A p c ?'i a
°° ° c a 3 ° 3 F a m ° D 3 -n -1 -? ° H f ">V
3 2° 7 I C o N; m ° f7 W a W fp - m a O to .: W O A {
AO A O y` fp ?• H r C rt -t - t?
CL 03. c
_? pp pp °. rt ?i
00 2 7. & W 3 4i y o- m a a A °• c m I T c a
O a O 'd O m
C m c° I a H O O r; O a?
o§ c ?2 N c 'a C 3
-n c
? m m V ?
I I I ( I I ? I I I I I ? I I I II III i ? I
I I ? ? x I fx _ ( I I I I I I ? ? o o i < ? I ? i -? '? ? In i cY ?' Yili N I
v n m f f E m D IX go I? I I I y .° `o e° I I I I I I I ?,
m
I I ? m W I? I I I ? I O O <~ "< -1 ? C~f ? -? I ? '^ I H ? I
I i I I I I I + I I I I I I I I I I I I I'
sN 7t7 N O = N N 'n C1J T W 07 p? i' A in = '1
1? N N N C (') ? N A (,? ? W
rt 7O 7 ^ p t0 m S ' -Oi Z. a x 0 2. °' < T c Q N p_ ° 3 s c C ?.
s to o o° H to m eo = -n 4 EL
c a S. fl °" o N a 3 - 3 g ?- c ° °-
a O g t°
v c 3 N
o a a, 3. s N ° CL c c c
c a v' a •°c ' n 0 ° to
W C S i O y i p a ? a
O W C °-
•? 7 O C O O V J
b
7V 7p
y
A C
q? _ 1
cSx
M , 1
(n0 ICI I I LJ ?i I L1
LI ? I
17 InA ? I i i i ' ? I J i 1 ?z
?i I O I I I I I I I C
I I I I I
?-J A I ?{ I I
IF I
b? YM
v
0
N
O
eo.
P
0
2
10
I
I ? •
r
I '

I 1 C
m c
v) F
>
DD
Iv °m
I
_
Vr N
+vl-i
?
+ + P-3:
O OD y °O0 D
rn
-i m
O
m
Z O _
O
Z O
, cn
r=
v
D
Z r
'o
C:
0o
7o O -I D o
0 w N n. m
m+
+ -n
+
+ .J
-i O
O_, N00
o?
'
m
D
00
D O
. Z rr
--q ---I
o•
+
N ?

O

?O
m;0
No
rm
m m o
O
Z r
z
O
N
r r w
I '
N N C
r-
3> D r
cn + 0
M
+Ut0
L ?
O . S
° O
O 0-0
D
o°o
I '
r r m
N O
-i r
D D p ?
_ m
+
+ -n `
CF)
N O O
00 °
dog ma
m
all
q
r
N
N
L
m
n
m
O A
ILA
T m
v °
0
z
N z
m
W m
0
v rn
m
v
r
D N
n
r CC)
c
Z
w
It
W
W r
N
N

-Tl ?
o ?
N
s
1'
0>
n
Z°
-i m
N
D ?
. m
r

c?
D
n
?- ?- C i s
m r r W
P>
-? r
- a?
_ DD
O•
+
+ 0

a 0 m
+ +
N
O m N
yl
O O O 00 L
D
00 Z ?o
o
O
, n
y Y ZO rr=
o

•O + Nc
-I n rp
O o
D
O
O DNS \\ ? m
cn
+
cn O in 0
Vl ° •• r m
00 r Z?
r M 0

------- rE)
I
N
M
N
O
o <
? D
m
IJl Cq
I
m I r <
0
>
O
i9
N
2
m
--- ------- -- ------ ---- rF)
I

Z mr

xo
I
i

Z
?o m < -?
O
DD I N
N
-.a MO I C
K I ?.
m*
Zo
i-i
*
r <
? o
r
m f?1
? (7 , >

viN? N
-
N
o
m
D D r o cn
_o
m
+
0

Nom= 2m
cc M
O
O
?D rm
-i O m Z? O <

_ mFn
' O
r

n N mm a?
m
m +
+ Ut -l
-4 OD x
cn O
n0,7a,
c

--I
-04
M
A D
C7
N
rn
- m
N
0
'y
m
N
v `u -'
VIn I
-Zrn
i rn C
- Z
- r
m
N
n N
N =
a Z
0
m
` C N N
RT O9O
? )Ap.;0l
?? OZ >9:52
? >9 ;03
CT
S
Z Z
O <
ro
ly m ?
<
Om mto
O ? i
7° ? ?
AO
0 04t GO N
O?
w
?
Zr`
a R?.
X00 m0 v
'O m
Z
ONn m z
An ,
Z
'? A
AO
N
OS
V S
m= 3:
v
A jO m
:n

o m
n
c A 2

v m z
rn
s'c
n 2i,° C

r
m

m mn
iC =n
Om
CA
\O
iN T
O
C
.

?N
N
? Om

mom
> c
D ny
GD
;
Z ZD In

2 Q
V
y N
C ??5, ? ? O
z ?C

Z
O
it I
+ r
-h u' NN
0 ((D 00- 0jo 7)
.. 5co Oc (D
0 n?Q ?-1 00 (D C: .+ -• 0 (D o
?c? m(D ++
m i o -o 0 n
-o =
T' a m
0 m Q
?o
--5 -o
a .
P 0 1 o
8 -+0
v K (p\k'
o I (/1 ?6 (D
c)j o I o m /vf
o + C7 \ Ck i f
z
-13
N
70
I ?
I
C)! z O
Cf)
,Q
01-+ 30
?i? D In c < (mil
CID
o0
---?
o a D U/
a3 O
a o Cl) O
o o 0 0
O
4 4 4 -?+ F-
ITl
r
O
(A U) C7
-I- -f- D
O
cn w Z
+ +
? -1?-
cn cn _
I I D
I I
O
? r C
F-
r
m
dog
ro
$9
3 r xy A? ?
ro a O
Y A

?lal±l±l p?$Z

+ +
+ + + + ?

P LOCATION (LT,RT, OR CL)
N A w - FROM

0 STRUCTURE NO.
S A o - TO

G
P
N
In TOP ELEVATION
INVERT ELEVATION
d 8 ? N O
m
c 6
8 N
0 N
? ?+
S
INVERT ELEVATION

SLOPE CRITICAL
zz
?po

h
? p
O
A N N w N R
C $ 8 $ U r
[
s
M

V P fn fn
? Qi
Q?
O O O O A [
0
R
O
?
y1
K =1 yy
y ?I yy
y y
S 0
LY
8 2S V V
N N V
N V
N '3
N
8 8 $ g O F Q O
2!2 1
HM NOR I
.061 N
.061
.061 m in J
+ +
.061 N m
" $ $
0 E
N
.079 n
.079 0.1 g g Z
41

.109

.109
'

15" SIDE DRAIN PIPE rJ
V
18' SIDE DRAIN PIPE
" 0
$d
SIDE DRAIN PIPE 0
R.C.P. (? yy gg
Oy1 z2 d d O?
m? P
C.S.P. L
6
PER EACH 10' THRU 5.0') QUANTITIES
FOR DRAINAGE r_
r L

'
' STRUCTURES
THOU 10.0
5.0 CC
Z + TOTAL L.F. FOR PAY
10.0' AND ABOV E m QUANTITY SHALL BE COL.
'A' + (1.3 x cot's') 1y
C.B. STD. 810.01 OR STD. 810.02

O

TRAFFIC BEARING DROP INLE T STD. 810.35

D.I. FRAME AND GRATE STD. 810.16
r y a

Q qq
O
m ? a
?
V
N In
°
b $
n s $
I
$ 8 $ ?
O
,1 ???yyr
y M
zz
?y
v
°z
do-how
yym?? y
R?
i ?
?' R m
?a v
if n
`? ? fgS o
M H
L
m CORR. STEEL ELBOWS NO. S, SIZE (BITUMINOUS COATED)

g it In
Loim
W:
v

K
zz
.y_ .
G

Z Z
a?
x

z n
O 0
S
Z m > -?
C w O
z
TIC ??
IN n
D
I?
I"z•
r
8 8 ?? ? V
s g ?
N N D h
E
8 8 0?
L
s
n
_? mm yOy
gT
T
0
O
A
Z 10
o a- g
2? nY
2?
fJ Z
Y x 0
L? S "I
gPYI
6611 <
O O O
Z
? I
~ z? g A
0 m r a
8 s I A? °r
8 g

?
I n
I +4
g0
H +
?S t
#
J O
?
g? Z 8 E.
I
I I p z

I 4l
^J
I

I ? I
C
Q
?
? s I S ! m s ?
?

I e€

I ?
}
O N ? U
s
I
?
e f
H

8I
>r I
i
? ?
?
' ;
I
I f
l
N I
?
??
_g

I '
; I

I I

I ? ? N

i

I

?

I

I 0

-+
C

I

j +
_o
T
Z
?
? u
m
y
p
?
r

o
I I l l i I `+' i
g
I .. TB
I ? z
++
N
I
I i
p
u
A
A
tt
P
n n
;o
0
II
'_I7
r? r
?C y

J
Flzpl
I r

i
/ N
i
slit
\\\ I ?/ I all O
F
\?\ A LA
E E E , y ? ;
F <: F y Y?p' ? ? ? Q, yQ
I Y
F E E \ i,
PT Sta. /0+77
C E r?' mr
s
E \? m I I
s ( ? ? I
" a
mm R E
S ?? ImI??{m{??p mm
1 ?'Qv ?? ? I , xtno s?
?myy rn r !
b
\V? c
P m:: 'Y ro ;
?
rr rr
pl, ? y? 2

o? ,z
e
G Y
c
?
r
y r r

r rr ? m

L -J

r?I
??srwdfR
piq
151mg
01100111T
C !!!6 In ?CS ?N
I rp`
s
r E E %,?? 1 ?\. ?^ %"' 16548 S 1 •? N. 1,r.
1 Y?1 t E t
?Im r °nt+!
t E E E E E <; E
N
F F E F F < F E F , F F
s,
rn? 1
?' f F `C f E C {? ?:
N
t ??? f E E <
< g$Q < F E
' ??F N II
i
oo' E f ? E E :_ ! E f E
to
ti In- ?rr 1
O ?
< E E E E E F f E E E `461 j E ?
I
p I
?P,
I
E C E < f ! E E <.' < TIN E JI1I
LIS
11N ?
N
a
C t?n o' < n
F r
y
?Z1 ?/? - E' f E F
on ` R
,/ E E f < E E
t .? r
E
r

F f E E E < - <- ?
f
5 f
E '+ F E ? f ti
? E E E E
N?O < F
?? E
f E E

f E E E F E E E f < E E F
F F f f E F F f
t`? ?
?: E E ( f E F ! E
?
I
• e E E r f r <- <' ti F
!. f F E E' t ± E E
\\
\\ E ': f f ?: f

nl gyp. ? \
0
? `? E E ?: F <
t
<
I
H
= I 20
al o 'y ? c i E <:
c? 11
IrJ ? f
?I
181
l IS,

A
sr
z
?C
>ro
P ,
acts\0?0.40 E4<:70`,des,g,,',b4G70.PF'I-
?
! --'. :.! .I :'?. ..T .. { I I I LEI t I j- I j _
I. III r - _ _ i - J ?_ -j :.r
_ 77 ?_.
' -:
n.
_?._, _ 7
'? 1 -+
1 1 -1 ! i
-. T 1
_ 1 _ _ 1 _
1
....? I r I.. _: I ?I I I ,! I , I 1 1 -I ' I 1.
- '.. _ +
-{
_?
-' "1 '06 . - 1 '} r - j r ? ? r , III y i . - I -
. ? ?, i. _i
- --- _? _ -
! I
fi ;
'
I I 1t
_.... a
f I
fi I ,
__?
- - t -t , I _.._?., -t
?.: _ ' .-. I l :: I? I r .'.I i I :i' _! ?? I .- 1 __:. - i_ -_ I I
} } tJ l
?; ?I I r I?, I t r 1 1,
__
I _ I _- r _ ?. _.:r [.,L.. i ,1_ _i ?_ '1-•--_4_ "?'-_ _ _ ' µ ?-l „??.L t . _J._ _ ? i _?. r . L.:.- -.a- .?_ ._ ( ,t
I 1 j I I ?- _. i - ' j
?. I I ?.
I I ..,I 1 - - `I I-
I , fYlto? . I ?Cb i
. i -' I - _ -- - - - ?j z I G? -1 ??? i
y r?
I ' I I ? { I I I- I ' h I II I h??91 ?:: I '! J, t j '.1 i N:• i.
,tI , , I I I..
r ' t 1 Ih `i
I 1 I a
,?
l
d
..... I - -? - r I `?y r. i
1
r..1-- L ,T~ '-?-.; .... ? a ri?.,. _-t ---? k IC :.I..; i- I : ?? .." ... j_.tl :a..,-.- 1 - _ __ _r. _:.? .__, _._. ?I _ ...i ?;W- -t
f ?.? I I t '. ' t.?I I :: I? ..: . 1 : i I . .. FEY ..1b, I I ' ?' - 1 .:. ??'t I ?: , i (r1 ? j
'`., 1 --- 7 {.?..y 1' : ! -,' I - _t _:-t- '?--- ::.j...r ? It i _ , ?:_ ?.1. f ??`C } --tT -- - - - --- - ? ?-.. :-f
--
_•._ , .?-.M- W._,-:.-,-_. . -?.__4. 1_. .. L..- -_ ,......?_ .?.- ? .a__-- - - - -'-`" --_ .- - ? _ ._ _
.._ . _. , .. SFA I/WE' j 1. L_; `
:: - - -??L? -:! I
' .. _ ?- 7{ { -
! I ? 11 -}, ? !- r-t•`Y., r ?._. F, -:J ? I v ? ? - ? { 4 1 ?-? - _ _ ? d .: - . ._ I .
{ j{' JY ` - I If r 1
1 . --?.':..,:.:-.- .._ ?..:. I .J_.......:I .. :rL ----I- __ _ l__. _- I .L_ I - - -- I - , J.:_. -_?-. _: a_- _ , _
_. I ....? -'-_ - _
- ..s r' , 1 _`7: ::(-- I - T T -t;{: -?' I .. ?. - ? I I - ; "I ? ?,?' r'7 ? 1
j ;
J _ l } 1 I4 _ a_. . € h } ?N
I r '
11
I I ice, ' '.. ._ I . I r-} _. - - _,: ? _ .. I I .1 ? I1? ITI I
lD
-?_.: _;?
I 1 I f- T I- - 1 ! r2 _
i I ; (.
C F
I
k A
t - I r -
I . , ?. ! N
. - - - -
r - -
-
I I
j I ?.: :.? ; C, j i
i 1. r 1 I I i 1
I
-
.. ! k
E6I (
?, I I . 1,
... } '? I 1
I I
?'
I? 1 l {
+ s-. I
y i I _ I
r `"'__? "'.:. "., -, - "* f-^- , .; ....f. ' {..'. -_ r? ?. v<. c 1 i"'"'I -f" I y Y -,-! t "['., L ,i"? 1
.
?., (per 1 I r , I ,.! 1 I I 4
?.. ?LLI I 1
?. '--j 2 _ : >_l.* ..,..1.. _.-.I . I ?. ?. r-.' ?FI ?'1'?i,LI$ "rl __ L 1 l - 'I - - - -
i {
v, I 1 !., .ta 1 , . u n
r rn r , 1?
.. .-, { .._
' ?} ., ( t 1
. _.
7 f
f
I.., V) I 1r ,_. I,-.,. ... ,r.. -.rl. .1 1. .,: -- ; -r I. ,. ?., _-.
.. 1: 7
-- n, - - T -, - r - - I -- - - - -} - - - -
. ,. ; . _ j
I rn ,: ?-: ?-- rn I ; r l ;? r I I F ' I
}}
' + I . - - -
?. _
1 I ? ... I ' ? ?. ?MD PftOf : I I .I
r j ' r-' r V - I i 1 I 1. ,, 1 --- -
II _ It
, r r t - -
{ p?
T ??I
i
I
?' "
l
- .. . _,. .-. L... Jf ..?.. ! ,.. -
p??
t I I. ' ' 't-1' I'? ?? 1 ; _I
` . I i 1' rl ?--? o00 ?pz?z _ -' - ---
r I T }? ,? T
.? I _ I l ,.1 ''1+I I i I I 1 9 I I . , i ,q. I r. F. t+r _1 I I' _ I ' V U j?? v^' ' I (? I '. -_.:.
?'?`?-'-,_I, i _ r# { j r 1 ', 1-j^?'"'r f ?^° } - -F ` ` 1,+• ?:- \ 1 \ , ' I ` ! ` J A _..k_r.w,
I i '( - I r l
Z Z Z q
I r 1 I A ^ C .
I; a I I, I^.' , J_ 1 F I Fi ...i. ;- T'' f a ,...; T 1_i.;- 11 .t - _..:.t t, ' i-r -, I rn T O __? 1
-V
P
?7
I. :.I-. a, . ... , ... ?f.. ,, I,..,..i. - .. .,.I ,. - i - - ? - - 1
}
T
_..
i_. _ ... . (''?
. : : .. f' . . ?i ! t , 1. iJ ff 1 1... I A.: 1 y .. , _.... I I _ l \ I
......:_ _::. F._ i.i +_ f
J --- - _ - - =O my rn rn
r k t r f j F-- I , I
t .'. k ?{ ; I i't r?II 1 yrn o
Y - - --,•?-d? i 1.1 f J r _, . ; ,_t. `-L , -,,, t .? :_ a . ?._.': _ -,C._ }. _ " {..: Q TO 1..._ I ?_I,>..: _
I??? rn
it ?J i , ! r t {-? - =_ - -
k
f I C
i' r--..}:+ 1 `•;..I •'i-•i y h- 1 7I{tr' 1-- ...I r -r F 7? 1 ?.1 ~ .. f F - I ' ? -. .L. _ r °- i '''
IIII? r III 11 hL? 11 11IL? III` / II /`?)
1 I 1' rA I i is + •?.1'. `:?: I II \ _ _
f
1 I I i f I ..? I (W?? vl Tl AW ` /`N? W 1( V /W?? I I
r 1.; ? +. -- -? ''` T ,,i i i-j-T'-_?_` _ _ 1_-f .1 f .-4 I. - i ' l- i^ + ! ?._ t F .,. - W O ?Fl O VJ ?/ 1 ?+y I Y _
O
I .{. ICI - '
` '1 I?, A O?OOd? 0
L - ,;,,, I I I ?r, ",..I'- .?.'F`i'-_ ',J. +-" -11•,_ L•^_ I,-....• '"?`7"r -'_ I----'_+ L I L.,,? T'?_"" ","„?.,I't w O _--? 1 _
I T?
..I ?... ?J... -I O
?,..I .. :...: , I.,.. -_ _..I rlr 1-`: .. .I.. .. {1 ,7 ..I. _ f.... I I.,.,.
A r 1 J 1 y.. I ,i( , I- I'' F I I I L. I I r ^ r? :
I - '-t rf r { L .F_-.: I - 1 r- I __.? 1.• _1 I . -? `? ` J T? J L -. -
-:. .. : -- •.: . is I - ,. - ` I .:. I : } I _ ; r j , (? (n (n n I
4 om ! i ! i
r
I
j: ! ;. y:. V) i 71 1?:..._ 7? ?'1' I'.- I) _ I, Vii; ,:t { i I ..I_: -:i. .1 : It -
LT ? f, f
a ...? I I 11 dry y
?., , [
?i? ,- --
C ? __ r I
-- ,.. - _ ? _L.
'- ' i
.:... _. I .,. I
1 ., I I j n? '.,..;.7 , . t' ? I
I ?' ?.
^.
m , ?.
h - 1. 1.:. I ,: L t v! I1 I I C I -1 (r I l i •` ' .: ' I v
I I>
I ,N_I ..
3
.. f I_, ,1 I w I_.: I 1 1 11 I I L- oz $
:.l
I + f ??
?. ?- 1--+. 4- 1 - 1 G, t l i f I I ?-d
( ' ?" _ ?T _
...r.; ..; ., ., J. L. • I r :.. y _ i l . L,.! 1. : ; I .I :.; I , ' I r , 1 . I ,ti z
i . , I 1 l ,
I I ' 1 ' I I I v , ?y -1 `?: -I I I I I :? ?- I I I -? ?, I
i I i i o ! p ?p I I 1
i I I? I ! { I I f I I I I 1 I i i I
I
z
w o
? m
0 c
0 0 _ _ m
l0 00 OD V V O/ Ol O O W W N N?' 0 0 ? y W
m 0 t t t++ t+ t
°o oo o o ,oo Z m o °o chi' o o g o 0 o r Z
0 0 o O Oo m Oo C O C O C O O 00 3 3
0 g W 0 0 0 0 0 0
0 0
z m
z
1
m m O
r
C
3
c z
c c± n
a ?" C
m
O N o (!1 0 0 0 O O O W? V N O N W
a
m
a °3 .. r
m0
O c
OD O W N OD OD Of W V (00 0 O U A z
v
m
m
0
c
4
V
v? 0 ' +J
CO) Z ?
n Irv
0-3
co
3 >O
?Z
.g1
13
? Mq?
'
a aN
M N
0 ?
.0
C
C
a
8 ° Nm
O N
9
dom Bob
? g b
m
m
c m
z
a ~ 3 8,7
m
?0? a f
3 X O 08 O
9
a @ 9. o
4 a 2
w W
rn?no y
m
Q
m
'm o
p