20150686 Ver 1_Approval Letter_20150901

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WDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Pender County Utilities
Attn: Bryan McCabe
PO Box 995
Burgaw, NC 28425
Subject Property:
Dear Mr. McCabe:
September 1, 2015
Donald R. van der Vaart
Secretary
DWR Project # 20150686
Pender County
Phase 1 of the Moore's Creek Water Line Expansion Project, Pender County
Approval of 401 Water Quality Certification with Additional Conditions
You have our approval, in accordance with the attached conditions and those listed below to
temporarily impact 0.412 acres of wetlands, 36 linear feet of stream and tributary impacts and 0.0224 acres
of open water impacts for the installation of a utility line, as described in your Pre construction application
(PCN) dated July 10, 2015 and received by the Division of Water Resources (Division) on July 13, 2015 and
subsequent information received on September 1, 2015. These impacts are covered by the enclosed
General Water Quality Certification Number 3884 (GC 3884) and additional conditions listed below. This
Certification allows you to use the 404 Nationwide 12 permit when issued by the US Army Corps of
Engineers. Please note that you should get any other federal, state or local permits before proceeding with
your project, including those required by (but not limited to) Sediment and Erosion Control, Non - Discharge,
and Water Supply Watershed regulations.
If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires
you to follow the conditions listed in the enclosed certification or general permit and the following
additional conditions:
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including
incidental impacts:
Open Waters /Shallow Bottom
01
02
03
04
Amount Approved (Units)
Temporary
0.0005 acre
0.0011 acre
0.0033 acre
0.0012 acre
Plan Location or Reference
Attached
Aerial Sheet 1
Aerial Sheet 2
Figure 8 & Aerial Sheet 3
Aerial Sheet 4
05 0.0010 acre Aerial,Sheet 4
127 Cardina Drive Extension, Wilmington, North Carolina 28405
Phone: 910 - 796 -7215\ Internet: www.ncdenr.eov
An Equal Oppodunily 1 Affinnafive Acton Employer- Made in part by recycled paper

Pender County Utilities
Attn: Bryan McCabe
DWR Permit # 20150686
September 1, 2015
Page 2 of 5
06
0.0010 acre
Aerial Sheet 4
07
0.0001 acre
Aerial Sheet 4
08
0.0005 acre
Aerial Sheet 6
09
0.0014 acre
Aerial Sheet 6
010
0.0009 acre
Aerial Sheet 6
Oil
0.0011 acre
Aerial Sheet 6
012
0.0005 acre
Aerial Sheet 6
013
0.0005 acre
Aerial Sheet 6
014
0.0004 acre
Aerial Sheet 6
015
0.0002 acre
Aerial Sheet 7
016
0.0021 acre
Aerial Sheet 7
017
0.0015 acre
Aerial Sheet 8
018
0.0027 acre
Aerial Sheet 9
019
0.0008 acre
Aerial Sheet 9
020
0.0008 acre
Aerial Sheet 9
021
0.0007 acre
Figure 11 & Aerial Sheet 9
Total
0.0224 acre (rounding issue)
Stream impacts
Temporary
Attached
Si
8 If
Figure 4
S2
8 If
Figure 11
S3
11 If
Figure 12
S4
9 If
Figure 6
Total
36 linear feet
404/401 wetland impacts
Temporary
Attached
Wl
0.028 acre
Figure 4
W2
0.003 acre
Figure 4
W3
0.022 acre
Figure 4
W4
0.013 acre
Figure 3
W5
0.024 acre
Figure 8
W5A
0.11 acres
Figure 6
W6
0.007 acre
Figure 7
W7
0.004 acre
Figure 7
W8
0.023 acre
Figure 8
W9
0.011 acre
Figure 8
W10
0.003 acre
Figure 8
W11
0.008 acre
Figure 8
W12
0.001 acre
Figure 12
W13
0.176 acre
Figure 11
W14
0.005 acre
Figure 11
W15
0.010 acre
Figure 11
W16
0.010 acre
Figure 11
W17
0.005 acre
Figure 12
W18
0.003 acre
Figure 10
W19
0.028 acre
Figure 10
W20
0.017 acre
Figure 10
Total
0.412 acres

Pender County Utilities
Attn: Bryan McCabe
DWR Permit p 20150656
September 1, 2015
Page 3 of 5
This approval is for the purpose and design described in your application. The plans and specifications
for this project are incorporated by reference as part of the Certification. If you change your project,
you must notify the Division and you may be required to submit a new application package with the
appropriate fee. If the property is sold, the new owner must be given a copy of this Certification and
General Certification and is responsible for complying with all conditions. Any new owner must notify
the Division and request the Certification be issued in their name (15A NCAC 02H .0501 and .05021.
3. This General Certification shall expire on the same day as the expiration date of the corresponding
General Permit. The conditions in effect on the date of issuance of the Certification for a specific
project shall remain in effect for the life of the project, regardless of the expiration of this Certification.
4. The applicant /permitee and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance with 303(d)
of the Clean Water Act), and any other appropriate requirements of State and Federal law. If the
Division determines that such standards or laws are not being met, including failure to sustain a
designated or achieved use, or that State or Federal law is being violated, or that further conditions are
necessary to assure compliance, than the Division may reevaluate and modify this General Water
Resources Certification.
5. Any final construction plans for this project must include or reference the application and plans
approved by the Division under this authorization letter and certification. The applicant will also be
required to evaluate all acquired permits to assure that they are consistent and all relative impacts
are accounted for and shown on the construction plans. [15A NCAC 02H
6. Upon restoration of temporary impacts to wetlands, streams, and /or buffers, all restored areas shall
be monitored twice a year for at least two years with photo documentation. The monitoring may be
extended up to another 3 years if the restoration sites have not adequately recovered. [15A NCAC
02H .0506 (b)(2) and (c)(2) and 15A NCAC 02H .0507 (c)]
7. All mechanized equipment operated near surface waters or wetlands will be regularly inspected and
maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic fluids or
other potential toxic chemicals. In the event of a hydrocarbon or chemical spill, the
permitee /contractor shall immediately contact the Division of Water Quality, between the hours of 8
am to 5 pm at the Wilmington Regional Office at 910.796.7315 and after hours and on weekends call
(800) 858 -0368. Management of such spills shall comply with provisions of the North Carolina Oil
Pollution and Hazardous Substances Control Act. [15A NCAC 02H .0506 (b)(3) and (c)(3), 15A NCAC
02B.0200 (3)(f), and GS 143 Article 21A]
Fueling, lubrication and general equipment maintenance should not take place within 50 feet of a
waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC 02H .0506 (b)(3) and
(c)(3) and 15A NCAC 02B .0200 (3)(f)]
9. Any additional impacts to streams and /or wetlands as a result of future utility lines or other
development related activities within this project area will require a modification of this 401 Water
Quality Certification approval. [15A NCAC 02H .0506(4) and 15A NCAC 02H .0501 and .0502]

Pender County Utilities
Attn: Bryan McCabe
DWR Permit n 20150686
September 1, 2015
Page 4 of 5
10. As- Builts
Within 60 days of completion of construction, as -built drawings shall be submitted to both the Division
of Water Resources, 401 & Buffer Permitting Unit, 1617 Mail Service Center, Raleigh NC 27699 -1617
and to the Wilmington Regional Office 127 Cardinal Drive Ext. Wilmington, NC 28405. [15A NCAC 02H
.0507 (c)]
11. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant and /or authorized agent is required to return a
copy of the certificate of completion Form to the DWR 401 and Buffers Unit within ten days of project
completion (available at:
htt : /Dortal.ncdenr.org/ web /wo /swp /ws/ 401 /certsandi)ermits /apply /forms).
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and /or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you wish to contest any conditions in the enclosed certification (associated with the approved wetland or
waters impacts) you must file a petition for an administrative hearing. You may obtain the petition form
from the office of Administrative hearings. You must file the petition with the office of Administrative
Hearings within thirty (30) days of receipt of this notice. A petition is considered filed when it is received in
the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings
Monday through Friday between the hours of 8:00 am and 5:00 pm, except for official state holidays. The
original and one (1) copy of the petition must be filed with the Office of Administrative Hearings.
The petition may be faxed - provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699 -6714
Telephone: (919)- 733 -2698, Facsimile: (919) - 733 -3478
A copy of the petition must also be served on DENR as follows:
Sam M. Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699 -1601

Pander County Utilities
Attn: Bryan McCabe
DWR Permit # 20150686
September 1, 2015
Page 5 of 5
This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water
Act. If you have any questions, please telephone Jennifer Burdette in the Central Office in Raleigh at
919.807.6364 or via e-mail at Jennifer.Burdettet7a ncdenr.eov or Joanne Steenhuis in the DWR Wilmington
Regional Office at 910.796.7306 or via e-mail at Joanne.Steenhuis(@ncdenr.eov. .
Sincerely,
I A(Ts H.
Regional Supervisor
Surface Water Protection Section
Attachments
Enclosures: GC3884
cc: Kim Williams— Land Management Group — electroniccopy
Emily Greer - USACE Wilmington Regulatory Field Office — electronic copy
Jennifer Burdette - DWQ 401 Unit
WiRO

Proposed waterline
Map Source: 2012 NAPP Aerial Photography
Phase 1 Water System Expansion
Moore's Creek Water and Sewer District
Pender County, NC
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Aerial Photograph Guide

NOTE: This is not a survey. All boundaries and distances are considered approximate.
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areas and review and approval by the US Army Corps of Engineers is recommended prior
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Wilmington, NC 28403
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— 14" DIPS DR9 HDPE PIPE
INSTALLED BY HORIZONTAL
DIRECTIONAL DRILL.
1/1265+00
-- -
8'x7.5' y�LVERT BOX 7.7- a o "
INV =13.3"
PUBLIC TRUST WATERS
SEE FIGURE DD 1
1
%

12" SDR 21 PIPE
INSTALLED BY OPEN CUT.
WETLAND ME1 —ME9
(NO IMPACT)
loo
(1-'MD1 —MD6 WETLAND
SCALE 1' - 100' `xCl
4� r`
14" DIPS DR9 HOPE PIPE
INSTALLED BY HORIZONTAL
DIRECTIONAL DRILL.
✓ , , ....-
1
R9 HOPE PIPE
BY HORIZONTAL
,L DRILL.
HDD CONTINUES ON 2 /FIG 5
ETLAND MD1 —MD6
(NO IMPACT)
12" SDR 21 PIPE
INSTALLED BY OPEN CUT.
— = _._._ e EILAND
cn y S
m t
a:.
END OF MCWSD WL
CONNECT TO CPWSD WL
PERENNIAL STREAM PUBLIC TRUST WATERS
(NO IMPACT) SEE FIGURE DD 2
2�ME1 —ME9 WETLAND & STREAM (��)
SCALE: 1' — 100' `VJ
GRAPHIC SCALE
ioo zoo aoo Figure 5 - WETLAND IMPACTS
PHASE 1 WATER SYSTEM EXPANSION
IN
1 in h FEET rt. MOORE'S CREEK WATER AND SEWER DISTRICT
THE WOOTEN COMPANY HiIGHFILL
EXCIXfEXIX4 PLANNING I PXCXITEC1XXE
HIEPCPmjetl No.: XYNB
July 9, 2015

8" SDR 21 PIPE INSTALLED 10" DIPS DR9 HDPE PIPE
BY OPEN CUT. INSTALLED BY HORIZONTAL
DIRECTIONAL DRILL.
8" SDR 21 PIPE INSTALLED
BY OPEN CUT.
0
t
54" CMP 60" CMP z w
INV =19.7' INV =18.3' a
- WETLANDS 45 +00
m..
/ \\ WETLAND N:264595..0 PF1 —PF5
E:zz732o7.01 (NO IMPACT)
2:29.35
PERENNIAL STREAM J \ \BENCHMARK -NAIL
(NO IMPACT) II
rl'�PF1 —PF5 WETLAND & STREAM
F-- So 1' - too'
8" SDR 21 PIPE INSTALLED Z g
BY OPEN CUT. a TEMPORARY WETLAND IMPACT 5A
Xc1 —Xc8 ( +/— 460 SF)
TEMPORARY INTERMITTENT 4 V)
STREAM IMPACT ( +/— 9 LF) F? 140 +00
#4
•1b
26
30" RCP
INV =22.7' Ze
24" RCP
INV =22.4'
N:26036ft.9R
WETLAND IMPACT 5A
%
31XC1 —Xc8 &STREAMIMPACT #4
_� =1f 4
GRAPHIC SCALE
100 200
( IN FEET )
1 inch = 100 ft.
10" DIPS DR9 HDPE PIPE
INSTALLED BY HORIZONTAL
DIRECTIONAL DRILL.
m
WETLAND PG1 —PG5
(NO IMPACT) 26�
PERENNIAL STREAM a
(NO IMPACT)
K21PG1 —P135 WETLAND & STREAM
ioo'
10" DIPS DR9 HDPE PIPE
BOX INSTALLED BY HORIZONTAL
CULVERT DIRECTIONAL DRILL.
9'X5'
INV =7.78
175 +00
K
76
WETLAND CB1 —CB6
(NO IMPACT) WCTLAG Z
�t
BOX CULVERT W/ HW S� �
NV =7.8' W (n INTERMITTENT STREAM
8" SDR 21 PIPE INSTALLED z (NO IMPACT)
BY OPEN CUT.
%41CB1 —CB6 WETLAND & STREAM
s<.,E r _ tw,
400 Figure 6 - WETLAND IMPACTS
PHASE 1 WATER SYSTEM EXPANSION
MOORE'S CREEK WATER AND SEWER DISTRICT
=CEIVE
0 ; 2015
E
THE WOOTEN COMPANY INFRASTRUCTURE
twu.ee.ue I vuvxus l ENGINEERING, P.C.
HIEPC
Seppm bw 1
bmbx 1, 2015

8" SDR 21 PIPE INSTALLED
BY OPEN CUT.
10" DIPS DR9 HDPE PIPE
INSTALLED BY HORIZONTAL
DIRECTIONAL DRILL.
100
195-!-00
BOX CULVERT W/ HW
INV =8.0'
8" SDR 21 PIPE INSTALLED
BY OPEN CUT.
TCAA0(1DADV 1AICTI AAIn IAADAOT C
1 BOX
CULVERT
7'X5'
1 NV= ..7.94-
— WETLAND BA1 —BA9
(NO IMPACT)
GRAPHIC SCALE
100 200
( IN FEET )
1 inch = 100 ft.
r11CC1 —CC4 & CD1 —CD4 WETLAND IMPACT 6 &7
N M 1, = +oo•
200100
1l
A A.
Q
BOX CU._VERT w
%2 BA1 —BA9 & 681 —BB12 WETLAND
scue; r = Roa
BOX
CULVERT
S'X5'
Ir
INV =s.2a
TEMPORARY WETLAND IMPACT 7
CD1 —CD4 ( +/— 175 SF)
WETLAND BB1 —BB12
(NO IMPACT)
U
Figure 7 - WETLAND IMPACTS
PHASE 1 WATER SYSTEM EXPANSION
MOORE'S CREEK WATER AND SEWER DISTRICT
THE WOOTEN COMPANY I.NrRA.STRUCTUR:
ERGINEERIR6I PLANNIM6 I ARCHITECTURE -'N f I N E i_ R I N G, P C'.
HIEPO Pmjee No.: #M
July 9, 2015

S
03 Impact: 142 SF
36" -MP
— 4" SDR 21 PIPE INSTALLED I NV- 19.9'
BY OPEN CUT.
25+00
- TEMPORARY WETLAND IMPACT 5
PE1 —PE5 ( +/— 1040 SF)
'i
WETLANDS
a� g`L PTV 1. I
6C
r1 �PE1 —PE5 WETLAND IMPACT 5
S -. 1 • - loo,
J 1VL1 -4LT YYLIL 141 IIVIFM1 l
scut:
— 8" SDR 21 PIPE INSTALLED
BY OPEN CUT.
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
TEMPORARY WETLAND IMPACT 8 — TEMPORARY WETLAND IMPACT 9
CI1 —CI5 (+ /— 998 SF) CH 1 —CH5 ( +/— 460 SF)
%21CI1 —CI5 & CH1 —CH5 WETLAND IMPACT 8 &9
201-00 x 2.5+00
,
5 f?
ACT 10
CE1 —CE4 (+ /— 489 SF)
N:`L49367.69
v E2275258.75
5.54
BE CHbAARK-
24'1 RCP
INV =22.0'
8" SDR 21 PIPE INSTALLED
BY OPEN CUT.
TEMPORARY WETLAND IMPACT 11
CF1 —CF5 (+ /— 368 SF)
%
4�CF1 —CF5 WETLAND IMPACT 11
scut: r - 10(y 1Y
Figure 8 - WETLAND IMPACTS
PHASE 1 WATER SYSTEM EXPANSION
MOORE'S CREEK WATER AND SEWER DISTRICT
THE WOOTEN COMPANY
ENGINEERING I PLANNING IARCNITECTYRE
N -RAS. -TIJRi
ENGINEERING . P.C.
HIEPC P.#,d NO.: 1'401

TEMPORARY WETLAND IMPACT 20
CN1 -CN5 ( +/- 726 SF)
—� - W — - a
EX. 24" WL
38
6" SDR 21 PIPE INSTALLED
BY OPEN CUT
/ 1 \CN1 -CN5 WETLAND IMPACT 20 g6
S : 1' _ 100'
i
1{
i 1
TEMPORARY WETLAND IMPACT 18
CH1 -CH5 ( +/- 145 SF)
100
j 1wi� EX. 124" WL
t3 CH1 -CH5 WETLAND IMPACT 184
GRAPHIC SCALE
50 100 200
( IN FEET )
1 inch = 100 ft.
4" SDR 21 PIPE INSTALLED
BY OPEN CUT.
20 +S/ '2U +U )
WETLAND CL1 -CL5
(NO IMPACT)
i
24 00 { TEMPORARY WETLAND IMPACT 19
��.'. CM1 -CM5 ( +/- 1223 SF)
-7
I
\NETLANDS {
1� +OD
22 CM1 -CM5 & CL1 -CL5 WETLAND IMPACT 19
S - 1' - 100•
4" SDR 21 PIPE INSTALLED
BY OPEN CUT.
M
-tl }
i J >7
s Ll
K4'CO1 -CO5 WETLAND
S - 1' - 100• v(l
400 Figure S ASE 1 WATER YS
PHASE EXPANSION
MOORE'S CREEK WATER AND SEWER DISTRICT
- WETLAND C01 -005
(NO IMPACT)
THE WOOTEN COMPANY
ENGINEERING I PLANNING I ARCHITECTURE
J �
n�
0
INFRASTRUC -, iRE
ENGINEERING. RC.
HIEPG PmfMN : MINOR

�6" SDR 21 PIPE INSTALLED
• BY OPEN CUT.
TEMPORARY PERENNIAL STREAM
IMPACT 2 P19+ (+ /— 8 LF)
BOX - -- -- --
CULVERT
3.2X4.4
I NV =4.0'
PERENNIAL
STREAM
1 1P19 STREAM IMPACT 2
S . 1' - 100•
4" SDR 21 PIPE INSTALLED
BY OPEN CUT.
r 18" CII
/ l INV =8h
3�1BE1 —BE5 WETLAND IMPACT 13
S - I"- 100•
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
0
r
ooc ,
24" CMP
!NV =7.1'
021 Impact: 31 SF
WETLAND BD1 —BD5
(NO IMPACT)
S 22
r221BD1 —BD5 WETLAND
S - 1' - 100'
4" SDR 21 PIPE INSTALLED
BY OPEN CUT.
5" CMP
�— 24" CMP INV =7.0
J i dV =10.8'
(/ TEMPORARY WETLAND IMPACT 16
BG1 —BG5 ( +/— 426 SF)
4" SDR 21 PIPE INSTALLED
BY OPEN CUT.
9
{
� BI , {
TEMPORARY WETLAND IMPACT 14 TEMPORARY WETLAND IMPACT 15
BF1 —BF5 ( +/— 238 SF) BH1 —BH5 ( +/— 448 SF)
�4 BF1 —BF5 & BH1 —BH5 & BG1 —BG4 WETLAND IMPACT 14,15,16
TEMPORARY WETLAND IMPACT 13 Scut: 1• - loo'
BE1 —BE7 (+ /— 751 SF)
Figure 11 - WETLAND IMPACTS
PHASE 1 WATER SYSTEM EXPANSION
MOORE'S CREEK WATER AND SEWER DISTRICT
I" Nmwopov
THE WOOTEN COMPANY INPR AST Rt 'LURE
E x GIN EERING I P"NAIn9 I ARCHITECTURE ENGINEERING, r.0
HIEPC PigeH NO.: NEW

48" CM})
- -- INV =5.1'
NO
INTERMITTENT
4" SDR 21 PIPE INSTALLED
BY OPEN CUT.
f
8" SDR 21 PIPE INSTALLED
1
1, BY OPEN CUT.
J a I ii
)S TEMPORARY WETLAND IMPACT 17 fi )I % NMI �:_`t,
AFt —AF8 (+ /— 232 SF)
it
it
-- �I+IGf 1ivlfTll RDt� - -- -#
- TEMPORARY INTERMITTENT STREAM
IMPACT 3 ( +/— 11 LF)
� f
%
11AF1 —AF8 WETLAND & STREAM IMPACT 17 &3 p
S :1'. 1W'
1
(3*'�BC1 —BC4 WETLAND �y
s -1• -100' /
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
kIVU IMr /At l)
6" SDR 21 PIPE INSTALLED
BY OPEN CUT.
TEMPORARY WETLAND IMPACT 12
BI1 —BI4 ( +/— 66 SF) t
t ,r
z
a
28I1 -13I4 WETLAND IMPACT 12
seas V - Too'
Figure 12 - WETLAND IMPACTS
IIVN— >lWlN0N30
tscZZ
b9'29£00CZ :3
Z9'9$,999Z:N
PHASE 1 WATER SYSTEM EXPANSION
MOORE'S CREEK WATER AND SEWER DISTRICT
THE WOOTEN COMPANY
EMIR ERRING I YLAMMIM C I ARCHITECTURE
INFRASTRUCTi1RE
ELGIN EE'RI N G. I, C.
HIEGCVmjRd N, 0#11*

100 0

12" SON 21 PVC INSTALLED
. f BY OPEN CDi. (TTP.)
12' PE 21 T,( INSTALLED 1390 LE 14' DIPS NAL HOPE
BY OPEN CIR. (iM.) PIPE BY DIRECTIONAL BORE \
J
C-
GRAPHIC SCALE
100 0 50 100 200 400 Top of Bank
30' AEC
( IN FEET )
1 inch = 100 ft.
35
\PLAN: MD1 -MD6 & ME1 -ME9 @ MALPASS CORNER RD.
I " = 100'
Long Creek Crossing SCALE:
/ LQQ
C
/ pf
30
35
30
25
20
\PROFILE: MD1 —MD6 & ME1 —ME9 @ MALPASS CORNER RD.
SCALE, I' = 10O'
z w s
C
mptU
LEI
I— °+
Fo
W -
S
F— W
J
J ,
x
v
G
(n Z I
wo 0
ern w�
::jz �w
�Q wJ
0- v Z
w [J� o
LID
o�
Z U
�
-- I co
O } C� Q z
ff (n iE d Q
ww W U < d
z Z
W Q V)
d cf
O
U
xwcn xo.
PEN 1301
FIG 3
� I
pJ y =-
HDPE TO PVC
ice
TRANSITION (TYP_)
Q4iC'
/ O
^JO
/OQ
HOPE TO -R.VC
TRANSITION. (iTP.)
12" SON 21 PVC INSTALLED
. f BY OPEN CDi. (TTP.)
12' PE 21 T,( INSTALLED 1390 LE 14' DIPS NAL HOPE
BY OPEN CIR. (iM.) PIPE BY DIRECTIONAL BORE \
J
C-
GRAPHIC SCALE
100 0 50 100 200 400 Top of Bank
30' AEC
( IN FEET )
1 inch = 100 ft.
35
\PLAN: MD1 -MD6 & ME1 -ME9 @ MALPASS CORNER RD.
I " = 100'
Long Creek Crossing SCALE:
/ LQQ
C
/ pf
30
35
30
25
20
\PROFILE: MD1 —MD6 & ME1 —ME9 @ MALPASS CORNER RD.
SCALE, I' = 10O'
z w s
C
mptU
LEI
I— °+
Fo
W -
S
F— W
J
J ,
x
v
G
(n Z I
wo 0
ern w�
::jz �w
�Q wJ
0- v Z
w [J� o
LID
o�
Z U
�
-- I co
O } C� Q z
ff (n iE d Q
ww W U < d
z Z
W Q V)
d cf
O
U
xwcn xo.
PEN 1301
FIG 3