20061466 Ver 1_COMPLETE FILE_20060911

WEST CONSULTANTS, PLLC
Consulting Engineers
405 South Sterling Street
Morganton, North Carolina 28655
Phone [phone] Fax [phone]
TO NC Division Of Water Quality (Mooresville)
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville NC 28115
WE ARE SENDING YOU X Attached Under separate cover via
Shop drawings Prints Plans
Copy of letter Change order Other:
ngl? 99 `Rr?MEU Nd ?0
OCR
ffn
JOB NUMBER PHONE DATE
11/10/2006
ATTENTION
Barry Love
RE:
Troutman, NC - Mooresville Sewer
Interconnect
the following items.
Specifications Samples
COPIES DATE NUMBER DESCRIPTION
7 PCN Application Form Revisions
1 Plans

THESE ARE TRANSMITTED as checked below:
For your approval Approved as submitted
For your use Approved as noted
As requested Returned for corrections
For review and comment Other
FOR BIDS DUE/DATE: 11/10/2006
REMARKS D 12 @ T 0 ME E 0
G?
NOV z 0 2006
DENk - WA1 f rt QUALITY
Y4'E11A.?Dg' 4?? 5tC?Y.f,q!?,tFR BRZ?:Cf t
COPY TO SIGNED
It enclosures are not as noted, please notify us at once.
PRODUCT 13127M Use WITH 771 ENVELOPE NEBS To Reorder: 1-800-225-6380 or www.nebs.com
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PRINTS RETURNED AFTER LOAN TO US

PRINTED IN U.S.A. A
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ALLOWED TO BE CLEARED
50' L40' IN VvETLAND
JA1 6VI TH THAT MUST BE
(FOR ACCESSIBILITY)
7AL SLOPE OF GROUND AWAY

LOCATION
PROPERTY
(TYPICAL)
r? ^,
tiC ?PLACE NEW 18"4 X 20 LNG CMP
AND FILL TO PRQVIDE 10?WIDE
MH No.3MAINTENANCE VEHfCtt-`?CESS. -
OF
LINES

STA. 9+33.00 ?T ------------=--- -'
'TDD-??c -
TDD
rr _- - /y-'-`_ - - - - 420.00'
TDD o
- • - . - • - - N67'00'00°W
TDD TDD
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-__-_TH-----Ta- STREAM IMPACT #2
F-'NUF'LK I T LII`
(TYPICAL)

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r

MH No.4
STA. 13+5
? L

-TH---- TB-----TB------m
SILT FENCE
(PLACE ABOVE
CULVERT - DO NOT
PLACE IN BRANCH)
50 0 50 100 150
GRAPHIC SCALE - FEET
DB 1 •359•PGwr 1rni\ v624J tl HL
10'

NEW
2
F
" FILLI
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r
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INSTAL L INVERT 2" I `:: I I I
ST?EAAf-

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801
800
799
798
PROFILE OF BRANCH AT
18"0 CUP INSTALLATION
(IMPACT #2) }
-- - - j - r - - r- - - --=- - I -
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JETLAND AREAS IS NOT PERMITTED
RY PLACEMENT OF EARTH IF REQUIRED.
AREAS TO ORIGINAL CONTOURS. ALL
VETLANDS SHALL BE RE-VEGETATED WITH
=S SUCH AS RIVER OATS, WIREGRASS,
OR BARNYARD GRASS. FESCUE IS
DS AREA.
-WETLANDS AREA , B. PLACE NEW 18-? x 20' ? ONG CMP
.'.'.'.'.'.AND FILL TO PROVIDE 10' WADE
MH No.5 y MAINTENANCE VE141CLt'-ACCESS.--
STA.17+73.00
805 ?= ' - - -? -
00
01
aai -.-.-.-._.6 •. - -
- BRANCH TBM-NAIL SET
ELEV-807.24 -
TST?3420.00,
MH No.6
STA. 21+93.00
__-TDD TD -
--?E- TES--zz.?' I TB------T9
. - • - - -- - - - - _- fib :.._,??_-'?__ --? --- - -
WEATHERS CREEK - --
•TB---
'AIT?
STREAM IMPACT #3
i
q0l, 20LF 1j80 CMP
STi?LE+INVEAT 2
i nrnre
-J`I`,1'T? -TH- TH -?H- ?_- - - - - - ='
TB -
TBM-NAIL SET - - - -
ELEV-809.47
?' --STREAM IMPACT #3

C-- ? 10,
-
LL
NEW 20LF 1180 CMP 24I"0
' ; SE WE D?
-BELOW BEfl
TRE? Af
T i BED

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I I I
PROFILE OF BRANCH AT
18"0 CMP INSTALLATION
(IMPACT #3)
805
800
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FF
GI
j _ I I I I T

-
? INV. IN. 802. 21
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\OO?N R?00??
SOP 2G?$
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SOIL ROAD
50' TEMPORARY CONSTRUCTION EASEMENT
1-- 25' PERMANENT EASEMENT
i
I o202?6 JO?N? G j ??c
k P yG
I P IO 669 ?
0 ,
MH No.9
STA. 34+53.00
/ b
I /
APPROXIMATE
LOCATION OF
PROPERTY LINES
(TYPICAL) -?
65g2 J REOP?S GG80?N
??0?`? ??PN PG 2
PIe ?ti5?
O
?rv'_v?•?
PLACE (2) NEW 24"0'X 30' LONG CMP's
AND FILL TO PROVID?J9Q -,_Dt
MAINTENANCE VEHICLE ACES.
RO80?? / / /
6692 `? FL?O? c,
hJO?? ?P? PG 2D / / P?
APPROXIMA
LOCATION
PROPERTY
(TYPICAL)
5G1185?'?? 8 SM\,tk
TD) 7D--
TDD 7Db- 0, ,ts
TBM-NAIL SET
ELEV-814.34 _ tc
A TH ER S CREEK 'a`' X14.4 0'? rDti- = G
290. p' ? ?
i TB -??
_ --TB --my /Y
T;a TB
\ ?'BSTREAM IMPACT #4-
`` T?
?? ?- • .. i MH NoJ0
--§TA. 37+43.00
EXCAVATE CHANNEL
AS REQUIRED FOR
POSITIVE DRAINArp,
- W o TOD TDD
48'4500"W 420.00
Te-_ _ -Te- - - -
r
L
815 1
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-TDD ? TDD TDCT- - TDD . TDD TDD
-?
ITT
TDD
r
TB - --- _ _ _ _ _ Te --_ Ta --- Ts -N43'30'00"W 420.00'
815-
810
805
L
t 800
S
PROFILE OF BRANCH AT
24"0 CMP INSTALLATION
(IMPACT #4)
WEA TH
--- ,a -_
NOTE: RIM
EACI
SHA
GRO

I ? I I I i -?fLQ? ? FILL
- r fi- - ? I I I I i,
- - ?- - - -
24 i" 0 S WE
I I I I I I I I! ?''?°?1 I' i I I I
j EXI TI NG
ED-

- 4-L- -NE6'? ?3nOF
2-' C
?rfR ,BZ?
BELQW BED

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II I ii I III ill IIII? !II
I I I I I i, -_ -
50' TEMPORARY CONSTRUCTION EASEMENT
25' PERMANENT EASEMENT P'l
STUB\OUT (2) 10', 12"0 PIPE AN PLUG ® 0.5% MH No.20 \ sl
STA. 56+8200
/ n C
NEW 18"0 X 20' LNG CMP SILT FEN,/ j_?
AND FILL IT.9,RR_Q-? DE 10' WIIDE
MAINTENANCE VEHICLE ACCESS.
1,4
IMPACT #5
G+3200 ? . . ? ,_ _? - . ? , y , •? • _
MH No21
o STA. 58+a7.(3t], s?
EXISTING BARBED WIRE FENCE.
SILT FENCE ?S RELOCATE AS REQUIRED TO I
PROVIDE PERMANANT 12' WIDE
MAINTENANCE ACCESS.

1
APPROXIMATE
LOCATION OF
_ SET PROPERTY LINES
i9.66 \ (TYPICAL)
o , -0
50°,25?,? MPol-
g\L?- ?,??-?R?G 265
P??15?5 G 2g1
* EXISTING PUMP STATION ABANDONMENT PROCEDURE
AFTER NEW PROJECT IS COMPLETE, TESTED, ACCEPTED, AND IN
OPERATION, ABANDON EXISTING PUMP STATION AS FOLLOWS:
1. REMOVE PUMPS FROM WETWELL. OWNER WILL SALVAGE AND
REMOVE FROM SITE.
2. OWNER WILL REMOVE CERTAIN ELECTRICAL COMPONENTS.
3_ RFMOVF AND LEGALLY DISPOSE OF ALL REMAINING EQUIPMENT ANI
G999-SEV (828)
55982 ON `uoluebio"
Wails uTT,aa?S UTnoS 50ti
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NOV 2 0 2006
1. Provide ,a,)AittbliAM98A}ttld?i),2 the proposed impacts: Seven streams and one wetland
area neeo to De crossea wttn ptpennes. to aaatrton, tour of tnese crossings require pennanent
culverts with fill in order to provide access for maintenance vehicles and mowers
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
( es/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
Area A temporary fill 0.02 ?io 50 forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainagc, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local Floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at littp://wwvv.fema.gov.
*** List a wctland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wctland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: n/a
Total area of wetland impact proposed: 0.02
3. Individually list all intennittent and perennial stream impacts below:
Stream Impact Site
Number
(indicate on map) Type of
Impact* Length of
Impact
(linear feet)
Stream Name** Average Width of
Stream Before
Impact Perennial or
Intermittent?
(please specify)
I temp.cxcavation 10 UT Weathers Ck 5 Perennial
2 culvert 20 UT Weathers Ck 5 Perennial
3 culvert 20 UT Weathers Ck 5 Perennial
4 culvert 30 UT Weathers Ck 5 Perennial
5 culvert 20 UT Kerr Br 5 Perennial
6 ten,p.cxcavation 10 Kerr Branch 5 Perennial
7 tcmp.cxcavation 10 UT of S. Fork Withrow 5 Perennial
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
www.us< s.t ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map(juest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 90 permanent + 30 temp.
Page 8 of 13
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1. Provide a written description ot1Rlit4?Tui gEdlitill.?auts: Seven streams and one wetland
area need to be crossed with pipelines. In addition, four of these crossint,s require permanent
culverts with fill in order to provide access for maintenance vehicles and mowers
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Area A temporary fill 0.02 no 50 forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local Floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: n/a
Total area of wetland impact proposed: 0.02
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Site
Number
(indicate on map) Type of
Impact* Length of
Impact
(linear feet)
Stream Name** Average Width of
Stream Before
Impact Perennial or
Intermittent?
(please specify)
I temp.excavation 10 UT Weathers Ck 5 Perennial
2 culvert 20 UT Weathers Ck 5 Perennial
3 culvert 20 UT Weathers Ck 5 Perennial
4 culvert 30 UT Weathers Ck 5 Perennial
5 culvert 20 UT Kerr Br 5 Perennial
6 tenmp.excavat on 10 Kerr Branch 5 Perennial
7 tenmp.excavation 10 UT of S. Fork Withrow 5 Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
www.usgs.uov. Several intemet sites also allow direct download and printing of USGS snaps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 90 permanent + 30 tenlp.
Page 8 of 13
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1. Provide a written description of the proposed impacts: Seven streams and one wetland
area need to be crossed with pipelines. In addition, four of these crossings require permanent
culverts with fill in order to provide access for maintenance vehicles and mowers
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***
Area A temporary fill 0.02 no 50 forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local Floodplain maps. Maps arc available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gnv.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: n/a
Total area of wetland impact proposed: 0.02
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Site
Number
(indicate on map) Type of
Impact* Length of
Impact
(linear feet)
Stream Name** Average Width of
Stream Before
Impact Perennial or
Intermittent?
(please specify)
I temp.excavation 10 UT Weathers Ck 5 Perennial
2 culvert 20 UT Weathers Ck 5 Perennial
3 culvert 20 UT Weathers Ck 5 Perennial
4 culvert 30 UT Weathers Ck 5 Perennial
5 culvert 20 UT Kerr Br 5 Perennial
6 temp.excavation 10 Kerr Branch 5 Perennial
7 tcmp.excavation 10 UT of S. Fork Withrow 5 Perennial
List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several interact sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.map(juest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 90 permanent + 30 temp.
Page 8 of 13
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area need to be crossed with pipelines. In addition, four of these crossings require permanent
culverts with fill in order to provide access for maintenance vehicles and mowers
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
(linear feet
Type of Wetland***
Area A temporary fill 0.02 no 50 forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://wwNv.fema.pov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: n/a
Total area of wetland impact proposed: 0.02
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Site
Number
(indicate on map) Type of
Impact* Length of
Impact
(linear feet)
Stream Name** Average Width of
Stream Before
Impact Perennial or
Intermittent?
(please specify)
1 temp.excavation 10 UT Weathers Ck 5 Perennial
2 culvert 20 UT Weathers Ck 5 Perennial
3 culvert 20 UT Weathers Ck 5 Perennial
4 culvert 30 UT Weathers Ck 5 Perennial
5 culvert 20 UT Kerr Br 5 Perennial
6 temp.excavation 10 Kerr Branch 5 Perennial
7 tcmp.cxcavation 10 UT of S. Fork Withrow 5 Perennial
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 90 permanent + 30 temp.
Page 8 of 13
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1. Provide a written description of the prRp.% c 1???1 ?` ttt?!_ "Seven streams and one wetland
area need to be crossed with pipe] iw3V addition, four of these crossings require permanent
culverts with fill in order to provide access for maintenance vehicles and mowers
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***
Area A temporary fill 0.02 no 50 forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local Floodplain maps. Maps arc available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://Nvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Day, bog, etc.) indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: 0.02
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Site
Number
(indicate on map) Type of
Impact* Length of
Impact
(linear feet)
Stream Name** Average Width of
Stream Before
Impact Perennial or
Intermittent?
(please specify)
I ten,p.excavation 10 UT Weathers Ck 5 Perennial
2 culvert 20 UT Weathers Ck 5 Perennial
3 culvert 20 UT Weathers Ck 5 Perennial
4 culvert 30 UT Weathers Ck 5 Perennial
5 culvert 20 UT Kerr Br 5 Perennial
6 tcmp.cxcavation 10 Kerr Branch 5 Perennial
7 tcmp.excavation 10 UT of S. Fork Withrow 5 Perennial
List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several interact sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapyuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 90 permanent + 30 temp.
Page 8 of 13
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?0? W A rF9 p Michael F. Easley, Governor
William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
> LU
p n0 12 @ F 0Uri `i! Alan W. Klimek, P.E. Director
' p( I Division of Water Quality
NOV 2 0 2006 November 16, 2006
DWQ# 06-1466
hE-"z•?vl?:l<at!aurr Iredell Count
??iUtb;.l!la, I,.,.,..a?„?T?R@RAIu'}! Y
Mr. David Saleeby, Interim Town Manager
Town of Troutman
P.O. Box 26
Troutman, NC 28166
Subject: Troutman-Mooresville Sanitary Sewer Interconnect, Iredell County
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Saleeby:
You have our approval, in accordance with the attached conditions and those listed below, to
impact 120 linear feet (If) of perennial stream (80 If of UT to Weathers Creek, 20 If of UT to Kerr
Branch, 10 If of Kerr Branch, and 10 If of UT to S. Fork Withrow Creek) in order to construct seven
sewer crossings in Iredell County, as described in your application received by the Division of Water
Quality (DWQ) on September 11, 2006. After reviewing your application, -we have determined that
this project is covered by Water Quality General Certification Number 3374, which can be viewed on
our web site at http://h2o.enr.state.nc.us/ncwetiands. This General Certification allows you to use
Nationwide Permit Number 12 once it is issued to you by the U.S. 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.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. This approval is only valid for the purpose and
design that you described in your application. If you change your project, you must notify us in
writing, and you may be required to send us a new application for a new Certification. If the property
is sold, the new owner must be given a copy of the Certification and approval letter; and is thereby
responsible for complying with all conditions.
In addition to the requirements of the Certification, you must also comply with the following
conditions:
1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact
areas has commenced.
2. Design and placement of culverts and other structures shall be installed in such a manner that the
original stream profiles are not altered (i.e., the depth of the channel must not be reduced by a
widening of the streambed). Existing stream dimensions (including pattern and profile) are to be
Noy` (thCarolina
Nakrallil
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
This letter completes the review by the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Mr. Barry Love in the Mooresville Regional
Office at 704-663-1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
>? zlc-?Dl-le2?
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
Central Files
Benjamin B. Thomas - West Consultants, PLLC
t .
?QF \ NA TF9p Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 15, 2006
DWQ Project # 06-1466
Iredell County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. David Saleeby
Town of Troutman
P.O. Box 26
Troutman, NC 28166
Subject Property: Troutman - Mooresville Sewer Interconect
Ut to Weathers Creek [030706, 12-108-21-3-1, C]
Ut to Kerr Branch [030706, 21-108-21-3-1-1, C]
Ut to South Fork Winthrow [030706, 12-108-21-32, C]
REQUEST FOR MORE INFORMATION
Dear Mr. Saleeby:
On September 11, 2006, the Division of Water Quality (DWQ) received your application dated August 3,
2006, with more information received from you on November 13, 2006. The DWQ has determined that
your application remains incomplete and/or provided inaccurate information as discussed below. The
DWQ will require additional information in order to process your application to impact protected
wetlands and/or streams on the subject property. Therefore, unless we receive five copies of the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
1. Please resubmit your Pre-Construction Notification (PCN) application using the attached March
2005 version of the PCN application.
2. As you probably know, DWQ's rules require that we certify that the project will not result in
"cumulative impacts, based on past or reasonably anticipated future impacts, that cause or will
cause a violation of downstream water quality standards" NCAC 2H.0506(b)(4). In reviewing
your plans, it appears construction of these sewer improvements are in response to additional
growth within several tracts. With respect to cumulative impacts, the Preconstruction
Notification (PCN - Section XIV, of the March 2005 version) form for the project asks,
"Will this project (based on past and reasonably anticipated future impacts) result in additional
development which could impact nearby downstream water quality? Yes or No If yes, please
submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent
North Carolina Division of Water Quality policy posted on our website at:
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o en r. state,nc.us/ncwetlands
One
Carolina
No
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
(t
Town of Troutman
Page 2 of 2
November 15, 2006
http://112o.enr.statc.nc.uslncwetlandsldocuments/InteriminternalPolicyCumulativelmpact.doc
Although, you have not addressed this question within your submitted PCN (utilizing the May
2002 version), in reviewing your plans, it appears construction of the proposed sewer
improvements may be in response to additional growth within several tracts, therefore, there may
be additional wetland and stream impacts in order to develop these parcels and the stormwater
from these developments have the may cause a violation of downstream water quality standards.
Therefore, we will place this project on hold for incomplete information until the cumulative
impacts of this project are adequately addressed. Alternatively, one way to address this concern
is to have the Town of Troutman commit to requiring on-site stormwater management measures
(such as level spreaders, bioretention or constructed wetlands) for the additional development
when those parcels are developed. However, the Division is open to other approaches that would
give us the assurance that downstream water quality would be protected from the cumulative
impacts of this project.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Alan
Johnson of the DWQ Mooresville Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
Enclosures: March 2005 Pre-Construction Notification (PCN) application
cc: Alan Johnson, DWQ Mooresville Regional Office
USACE Asheville Regulatory Field Office
File Copy
Central Files
Benjamin Thomas, West Consultants, PLLC, 405 South Sterling Street, Morganton, NC 28655
Filename: 061466TOTroutmanNlooresvilleSewerlnterconnect(Iredell)Oo_llold
WEST CONSULTANTS, PLLC
Consulting Engineers
405 South Sterling Street
Morganton, North Carolina 28655
Phone [phone] Fax [phone]
TO 401 Wetlands Unit
NCDENR - Div. Of Water Quality
1650 Mail Service Center
Raleigh NC 27699-1650
WE ARE SENDING YOU X
Shop drawings
Copy of letter
Attached Under separate cover via
Prints Plans
Change order Other:
ugggw go gipm ?Gmofflmu
JOB NUMBER, PHONE DATE
11/10/2006
ATTENTION
Ian McMillan
RE:
Troutman, NC - Mooresville Sewer
Interconnect
the following items.
Specifications Samples
COPIES DATE NUMBER DESCRIPTION
pp Ica Ion Form Revisions
THESE ARE TRANSMITTED as checked below:
For your approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment Other
11/10/2006
FOR BIDS DUE/DATE: PRINTS RETURNED AFTER LOAN TO US
REMARKS
17
Nov 13 nob
Ittr .Y.
COPY TO
If enclosures are not as noted, please notify us at once.
PRODUCT 13127M USE WITH 771 ENVELOPE NEBS To Reorder: 1-800-225-6380 or www.nets.com
'/?
SIGNED
PRINTED IN U.S.A. A
A
1. Provide a written description of the proposed impacts: Seven streams and one wetland
area need to be crossed with ninelines. In addition. four of these crossings require nermanent
culverts with fill in order to provide access for maintenance vehicles and mowers J
4J
2. Individually list wetland impacts below: I` U2006
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
Area A temporary fill 0.02 no 50 forested

* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.eov.
*** List a wctland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wctland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: n/a
Total area of wetland impact proposed: 0.02
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Site
Number
(indicate on map) Type of
Impact* Length of
Impact
(linear feet)
Stream Name** Average Width of
Stream Before
Impact Perennial or
Intermittent?
(please specify)
1 tcmp.excavation 10 UT Weathers Ck 5 Perennial
2 culvert 20 UT Weathers Ck 5 Perennial
3 culvert 20 UT Weathers Ck 5 Perennial
4 culvert 30 UT Weathers Ck 5 Perennial
5 culvert 20 UT Kerr Br 5 Perennial
6 tcmp.cxcavation 10 Kerr Branch 5 Perennial
7 temp. cxcavation 10 UT of S. Fork Withrow 5 Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.eov. Several internct sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.rnapyuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 90 permanent + 30 temp.

Page 8 of 13
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CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
OCT 2 3 2006
UENR - WATER QUALITY
WMANDS AND STORI,IWATER BRANCH
Mr. David Saleeby, Interim Town Manager
Town of Troutman
P.O. Box 26
Troutman, NC 28166
Subject: Troutman-Mooresville Sanitary Sewer Interconnect
Dear Mr. Saleeby:
Alan W. Klimek, P.E. Director
Division of Water Quality
October 16, 2006
Iredell County
DWQ Project 406-1466
The Division of Water Quality (DWQ) received your application for a 401 Water Quality Certification for
the subject project on September 11, 2006, and Mr. Barry Love of this office has reviewed the application.
Based on Mr. Love's review, the following information/comments are needed by this office in order to
complete our review:
a) Please provide more detailed diagrams of the crossings including a longitudinal stream profile. The
design for the permanent crossings should include efforts to maintain the base flow channel in the
stream. Also, the bottom of the culverts must be placed below the elevation of the streambed to allow
low flow passage of water and aquatic life.
b) The plans describe the installation of three 40-foot culverts and one 25-foot culvert to provide a 12-
foot wide maintenance corridor. Please explain the need for culverts of this length for the
maintenance corridor. Permanent impacts should be minimized as much as possible.
c) In the table of impacts, wetland impact is listed without listing the area of impact, and linear feet (If)
of stream impact is listed as 0 if at three crossings. The length of temporary impacts should be given
and noted as temporary in the table.
Pursuant to 15A NCAC 2H .0507(h) this project will be put on hold until such time as the requested
information has been received. In addition, this office is requesting that the Army Corps of Engineers withhold
processing the 404 permit until the requested information is provided.
No thGarolma
a11=!!U
Mooresville Regional Office Division of Water Quality Phone [phone] Customer Service
Internet: www.newateraualit .org 610 East Center Ave, Suite 301 Mooresville, NC 28115 Fax [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Triage Check List
Date: 9/12/06 Project Name: TOTroutman Mooresville Sewer Intercon
DWQ #:06-1466
County: Iredell
Alan Johnson, Mooresville Regional Office
To:
60-day Processing Time: 9/11/06 -11/09/06
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
WEST CONSULTANTS, PLLC
Consulting Engineers
405 South Sterling Street
Morganton, North Carolina 28655
Phone [phone] Fax [phone]
TO 401 Wetlands Unit
NCDENR - Div. Of Water Quality
1650 Mail Service Center
Raleigh NC 27699-1650
WE ARE SENDING YOU X
Shop drawings
Copy of letter

900±i1 1•i
Attached Under separate cover via
Prints Plans
Change order Other:
JOB NUMBEWPHONE DATE
9/8/2006
ATTENTION
RE:
Troutman, NC - Sewer Interconnect with
Mooresville
the following items.
Specifications Samples
COPIES DATE NUMBER DESCRIPTION
7
1
8/4/06
106438 PCN Application Form
Fee from Troutman ($200.00)
THESE ARE TRANSMITTED as checked below:
X For your approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment Other
FOR BIDS DUE/DATE: 9/8/2006 PRINTS RETURNED AFTER LOAN TO US
REMARKS
FP
2006
COPY TO STQgr (/n
It enclosures are not as noted, plea5?i(il?C? s at once.
PRODUCT 1312714 USE WITH 771 ENVELOPE NEBS To Reorder: 1-800-225-6380 or www.nebs.com
SIGNED L'
PRINTED IN U.5 A. A
A
i
Office Use Only: Form Version May 2002
20061 466
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NIA".)
1. Processing
1. Check all of the approval(s) requested for this project: -
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP12, GC3374
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
?r=Q
?
D
1. Owner/Applicant Information ) t r' ! I LUUb
Name: David Saleeby, Interim Town Manager
nE"i^t-= yMTcr-(ULn-CilY
Mailing Address: Town of Troutman WETLANDS kIvD 021.111277 CR=Ctl
PO Box 26
Troutman NC 28166
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: townmanagerna townoftroutman.org
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Benjamin B. Thomas, P.E. -
Company Affiliation: West Consultants PLLC
Mailing Address: 405 South Sterling Street
Moreanton. NC 28655
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: beniiethomaspbellsouth.net
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Troutman-Mooresville Sanitary Sewer Interconnect
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): n/a
4. Location
County: Iredell Nearest Town: Troutman
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): from I-77 take Exit 42/US
Highway 21. Go south on US 21 to Westmoreland Road Follow Westmoreland Road to
Weathers Creek. Project begins at Weathers Creek.
5. Site coordinates, if available (UTM or Lat/Long):(see attached)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): Weathers Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.us/adniin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing use is forest and pasture.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
Protect is a public sewer project consisting of 6,150 feet of 24" gravity sewer and 20,500 feet
of 12" forcemain. Trackhoe will be used for trenching and backfill.
11. Explain the purpose of the proposed work: Pulpose is to extend pipelines across streams
and wetlands where necessary in order to convey sewerage from the southern end of
Troutman to the Mooresville sewer system.
IV. Prior Project History
11' jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
n1a
V. Future Project Plans
Axe any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
n1a
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, pennanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
d.-lineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 13
1. Provide a written description of the proposed impacts: Seven streams and one wetland
area need to be crossed with pipelines. In addition, four of these crossings require permanent
culverts with fill in order to provide access for maintenance vehicles and mowers
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
fill no 20 forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps arc available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www. fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
n/a
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
1 excavation 0 UT Weathers Ck 5 Perennial
2 culvert 40 UT Weathers Ck 5 Perennial
3 culvert 40 UT Weathers Ck 5 Perennial
4 culvert 40 UT Weathers Ck 5 Perennial
5 culvert 25 UT Kerr Br 5 Perennial
6 culvert 0 Kerr Branch 5 Perennial
7 excavation 0 UT of South 5 Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.ntnpquest.corn, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 145
Page 8 of 13
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: n/a
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name
Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation ti/a
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Erosion control measures are specified to reduce impacts. Permanent access path throueh
wetlands and across streams was limited to 10 feet wide to minimize impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 13
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.nc.us/ncwetlands/strm?,,ide.litm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation not required or proposed
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htni. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information: _
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 13
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an enviroinnental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 1 I of 13
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate infonnation as
identified within 15A NCAC 2B .0242 or.0260.
n/a
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No impervious areas to be created.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The project is a non-discharge sanitary sewer conveyance system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's 91fgnature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 13
SITE COORDINATES
Crossing No. Latitude Longitude
1 N35®39.42757' W80"50.02579'
2 between no. 1 and no. 6
3 between no. I and no. 6
4 between no. 1 and no. 6
5 between no. 1 and no. 6
6 N35"39.76584' W80ry51.01125'
7 N35°37.54308' W80"48.87744'
Page 13 of 13
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ENVIRONMENTAL SERVICES, INC.
1,456 PATTON AVENUE. SUITE C
ASHEVILLE. NORTH CAROLINA 28806
828-254-0811 • FAX [phone]
www esinc.cc
27 March 2006
Mr. Jerry Twiggs
West Consultants, PLLC
405 South Sterling Street
Morganton, NC 28655
Re: Troutman Sewerline, Gravity Line and Force Main, Iredell County, North Carolina EE06-003
Dear Mr. Twiggs:
Thank you for contacting Environmental Services, Inc., (ESI) concerning the above referenced project.
At your request, ESI has conducted a jurisdictional determination and Threatened and Endangered (T&E)
species habitat evaluation for the proposed sewerline route in the City of Troutman, Iredell County, North
Carolina. The proposed route begins as a gravity line at an existing pump station located on Charlotte
Highway (US 21) and extends along the existing NCDOT right-of-way, crossing under Kerr Branch.
From the NCDOT right-of-way south of Kerr Branch, the gravity line proceeds east along new location
adjacent to Kerr Branch to Weathers Creek. The new location route turns generally southeast adjacent to
Weathers Creek to a proposed pump station site on Westmoreland Road. From the proposed pump
station, the project becomes a force main line, extending along the existing NCDOT right-of-way on the
south side of Westmoreland Road to US 21, turning south within the NCDOT right-of-way on US 21 to
Shinville Road. The proposed force main line extends cast within the NCDOT right-of-way on the north
side of Shinville Road to its intersection with Brook Glen Drive. The force main line crosses under
Shinville, Road and proceeds on new location to its terminus at an existing gravity sewerline.
The proposed route was reviewed on 14 February 2006 by ESI biologist Jan Gay. Mr. Gay is a Senior
Scientist with a M.S. degree in Ecological Classification and more than 14 years of professional
experience. The habitat along the proposed route consists of maintained roadside, ranging from six to ten
feet from the edge of pavement, forested areas, residential yards, and commercial areas.
Jurisdictional Evaluation
ESI reviewed the proposed route to determine the presence or absence of jurisdictional wetland areas
using the three-parameter approach (hydric soils, hydrophytic vegetation, and evidence of jurisdictional
hydrology) as outlined by the U.S. Army Corps of Engineers (COE) 1987 Wetlands Delineation Manual.
The proposed route was also reviewed for the presence of jurisdictional stream channels using criteria
provided by the COE and the N.C. Division of Water Quality (DWQ).
JACKSONVILLE • ST. AUGUSTINE • COCOA • JUPITER • DESTIN • SAVANNAII • ATLANTA • RALEIGH • CHARLOTTE • A511EVILLE
27 March 2006
Troutman Sewerline
Page 2 of 4
ENVIRONMENTAL SERVICES, INC.

Based on this evaluation, the proposed route crosses one jurisdictional wetland area located along the
gravity line within a recently clear-cut area, between Traverse Points 9 and 19. Vegetation within this
area was generally herbaceous in nature, consisting of soft rush (Juncus effusus), blackberry (Rubus sp.)
and wild rose (Rosa sp.). Soils within this area exhibited hydric characteristics (Munsell color IOYR 3/1).
Evidence of jurisdictional hydrology was noted, with saturation noted at the soil surface and ponding
throughout the area.
No other jurisdictional wetland areas were noted within the proposed gravity line, within the proposed
pump station site, or within the proposed force main route. Vegetation varied across the proposed route.
Various grasses and ornamental plants are present along the road rights-of-way and within the maintained
residential yards. Within the new location portion of the force main route, vegetation is generally
herbaceous in nature, including various grass species. Scattered tree species were present, including
white oak (Quercus alba), Virginia pine (Pinus virginiana) and princess tree (Paulo)vnia tomentosa).
Soils within the proposed route did not exhibit hydric characteristics (Munsell colors 7.5YR 5/4 and
7.5YR 5/6) and consisted mainly of existing fill material from the adjacent roadways. Soils within the
new location portion of the force main line did not exhibit hydric characteristics (Munsell color 7.5YR
5/4). No evidence of jurisdictional hydrology was noted within 12 inches of the soil surface along the
remainder of the proposed route.
The gravity feed portion of the proposed sewerline crosses six jurisdictional stream channels, including
Kerr Branch and five unnamed tributaries to Weathers Creek. The force main portion of the proposed
Sewerline does not cross any jurisdictional stream channels. The field investigation indicates each of
these channels would likely be considered perennial and would require a Section 404 and Section 401
permit prior to any disturbance.
Federal Threatened and Endangered Species
Species with the federal classification of Endangered, Threatened, officially Proposed for such listing, are
protected under the Endangered Species Act of 1973 (ESA), as amended (16 USC 1531 et seq.).
ES1 evaluated the proposed route for potential habitat for federally listed Threatened and Endangered
species known to occur in Iredell County. Prior to initiation of the field effort, records held by the N.C.
Natural Heritage Program (NHP) were reviewed to determine the presence and location of any
documented occurrence of any federally listed species. The U.S. Fish and Wildlife Service (USFWS)
lists only the bog turtle (Clemmys muhlenbergii) with a range considered to extend into Iredell County
(list date: 8 March 2006). The following is a description of bog turtle habitat requirements and results of
the field evaluation.
ENVIRONMENTAL SERVICES, INC.
27 March 2006
Troutman Sewerline
Page 3 of 4
Bog turtle - The bog turtle is a small turtle reaching an adult size of approximately 3 to 4 inches. This
otherwise darkly-colored species is readily identifiable by the presence of a bright yellow, orange or red
blotch on each side of the head. The bog turtle is typically found in bogs, marshes, and wet pastures,
usually in association with aquatic or semi-aquatic vegetation and small, shallow streams over soft
bottoms.
The bog turtle has declined drastically within the northern portion of its range due to over-collection and
habitat alteration. As a result, the USFWS listed the bog turtle as threatened within the northern portion
of its range, and within the southern portion of its range, which includes North Carolina, the bog turtle is
listed as Threatened due to Similarity of Appearance [T(S/A)] to the northern population. The listing
allows incidental take of bog turtles in the southern population resulting from otherwise lawful activity.
T(S/A) species are not subject to Section 7 consultation and a biological conclusion is not required. Field
surveys for the bog turtle are not typically requested by the USFWS in North Carolina as a permit
requirement since the species is listed as T(S/A).
Construction activities for the proposed sewerline will be generally confined to the maintained roadside
rights-of-way, forested areas and residential yards in non jurisdictional areas. The jurisdictional areas
noted along the proposed route consist of five stream channels and a highly disturbed wetland area, which
do not provide habitat for bog turtle.
Records held by NHP show that bog turtle has not been documented within 3.0 miles of the segments
evaluated. No impacts to bog turtle are expected as a result of this project.
FSC Species Descriptions
The 8 March 2006 FWS list also includes a category of species designated as "Federal Species of
Concern" (FSC). The FSC designation provides no federal protection under the ESA for the species
listed. However, these species are listed because they may attain federally protected status in the future.
The presence of potential habitat within the project study area has been documented in Table 1 for the
FSC species listed for Iredell County. Brief habitat descriptions follow the table.
Records held by NHP were reviewed to determine if any of these FSC species had been previously
documented along the proposed sewerline route. No FSC species have been documented within 3.0 miles
of the proposed sewerline route. -
ENVIRONMENTAL SERVICES, INC.
27 March 2006
Troutman Sewerline
Page 4 of 4
Table 1. Federal Snecies of Concern (FSC) (8 March 2006 USFWS list).
Common Name Scientific Name State Potential Habitat
Designation' Present'
Alleghany woodrat Neotoma magister SC No
Tall larkspur Delphinium exaltatum E-SC No
Prairie birdsfoot-trefoil Lotus uuifoliolatus var. helleri SR-T No
E-Endangered, E-SC -Species of Concern (propagated material only may be traded or sold under specific regulations), SC -
Species of Concern (individuals may be collected from the wild and sold under specific regulations), SR-T -
Significantly Rare Throughout its Range, T - Threatened.
b Potential habitat based extensively on LeGrand et at. (2004), Franklin and Finnegan (2004).
Alleghany woodrat - The Allegliany woodrat typically resides in rocky places or abandoned buildings
within deciduous or mixed woods in the northern North Carolina mountains or adjacent Piedmont.
Potentially suitable habitat for this species is not present within the proposed route.
Tall larkspur - Habitat for tall larkspur consists of grassy balds, glades and woodlands generally over
mafic rocks. Potentially suitable habitat for this species is not present within the proposed route.
Prairie birdsfoot-trefoil - Prairie birdsfoot-trefoil typically grows in open woods over clay soils and
along road-sides. Although the proposed route is located along road-sides, the route is placed within the
filled areas or within maintained residential yards. Potentially suitable habitat for this species is not
present within the proposed route.
Conclusions
One jurisdictional wetland area is present within the proposed route. Six jurisdictional stream channels
cross the proposed sewerline route.
A NHP records review indicates no documented occurrences within 3.0 miles of the proposed sewerline
routes for bog turtle or any of the FSC species with ranges extending into Iredell County. Habitat is not
present within the project route for bog turtle or the FSC species listed for Iredell County.
Environmental Services, Inc., appreciates the opportunity to offer you our services. If you have any
questions or comments, or need any additional information, please feel free to contact me at (828) 254-
0811.
Sincerely,
ENVi Ofl?F MA?? f ERVICES, INC.
Ja /66ay?
Senior Project Manager
p+.C
DATA FORNI XA
ROUTINE NYEI'l AND DETERN I NATION' wet
Project/Site: Troutman Delir.cation Dute: 8/2'2006
Applicant/Owner. West Consult-nts County: ]redell
In, estigator. Environmental Scrvices. Inc. (ESI) State: NC
Do normal circumstances exist on the silt? [Dyes No Community ID: successional
Is the site si?nificantly disturbed (aripical situation r IYes i No Transect ID: wetland
Is the arcs a potential problem area (If needed, explain)? Data Point k: XA 8
?Yes nNo

DOMINANT STRATUM INDICATOR DOMINANT STRATUM INDICATOR
PLANT SPECIES PLJkNT SPECIES
I. tou;h-rite-not hub FACW
1 7. 4NIA rtiN/A
Impatiens ca emis a.N1.4
2. black willow tree OBL 8. #N/A #N/A
Salir ni a ON IA
3. arts^-ricansycamore tree FACW- 9. #NiA #WA
Plaranus occidenialis 41VIA
4. soft rush herb FACW+ 10. SNiA #N/A
Juncus e jusus aN.A
5. silky dogwood shrub FACWf- It. 4N/A ONfA
Corrylls amornum '?•'?%'?
6. chinese privet shrub FAC 12. NIA WA
Ligustrum sinense ?.ti rA
Percent of dominant spccics that arc OBL. FACW, or FAC (Excluding FAC-): loo°5
emarks The hydrophytic vegetation criterion has been nwt. -?
uvnvrn nr.v
RECORDED DATA (DESCRIBE IN REMARKS): WETLAND HYDROLOGY INDICATORS
Primary Indicators
? Stream. Lake. or Tide Gauge ? Inundated
? Aerial Photographs E4: Saturated in Upper 12 Inches
? Other ? Water Marks
? Drift Lines
NO RECORDED DATA AVAILABLE ? Sedimcnt Deposits
_ ? Drainage Patterns in Wetlands
FIELD OBSERVATIONS Secondary Indicators (2 or more required):
? Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. 0 Water-Stained Leaves
[l Local 5011 Survey Data
Depth to Free 'Hater in Pit: X18" ? FAC-Neutral Test
El Chet (Explain in Remarks)
Dentn ;o Saturated Soil: lU" '
Remarks: The hydrologic criterion has been met
Judy
QO;i S
828-254-0812 P.3
MAP UNIT NAME (Series and Phwc):
Mapped as Chewacla Series DRAINAGE CLASS: s.u-ncAhat poorly drained
TAXONOMY (SUBGROUP):
Fluv, quentic D ?strochre is FIELD OBSERVATIONS: Con Finn Mopped Typc?
r) Yes ' No
PROFILE DESCRIPTION
Depth (inches) Horizon Matrix Color
(afumsell Moist) Mottle Color
(Mursell ltifoist) Mottle
AbundancerContrast Texture, Concretions,
Sttveture, etc.
0 8" 1OYR 5;2 7.5YR 4?6 cornmonldistinct clay
8-18" Glev Z 4/I0EG IOYR 513 commonidistinct clay
7.5 YR 4/6 common/distinct

HYDRJC SOIL INDICATORS:
? Histosol
? Concretions
Histic Epipedon
High Organic Content in Surface Layer in Sandy Soils
? Reducing Conditions
? Aquic Ntuistum Regime
Sultidic Odor
? Organic Sucaking in Sandy Soils
? Lisling on National Hydric Soils List
? Listed on State or Local Hydric Soils List
? Gleyed or Low Chroma
? Color
? Other (Explain in Remarks)
Rc-mar": The hydnc soil criterion has been met.
WETLAND DE'TE'RMINATION
Hydrophytie Vegetation Present'' ? Yes [] No Is this Sampling Point
VYithin a Wetland? C] Yes No
Wetland Hydrology Prescnt? [?] Yes [] No
f 1 dric Soil Present? [] Yes ? No
Remarks Data point is jursdicticnal.
r
DATA FORM
ROUTING WETL/LND DE1Y- RId1NNEON
!1487 r V \b'rtl?nll. 1)1lin.-_a1i0n MRM1311
p.4
X13
"0

ut r,arl Dclineaticn
PruSite. Tro
Date: 3'21!?OC6
Applicant'O-Ar,ec West Consultants CoLnly: liedell
Investigator. Environmental Services. Inz. (ES0 State: NC
Do nomal circutnstznces exist on the site? Yes -1 No Communitv ID: successional
is the site significant) disturbed (arv ical situation)? Ej Yes C No ransect ID: wetland
Is the uca a potential problem arcs (If needed. explain)? Data Poir:t 4: XB 5
?Ycs ? No

If V f' rT A 'rt r%M
DO'vIINANT STRATUM INDICATOR DOMINANT STRA:TJ`1 INDICATOR
PLANT SPECIES PLANT SPI•.CIES
1. touch-me-not herb FAC W 7. 4N/A qN/A
Im alieru capensis 4NiA
2. black willow tree OBL 3. uN(A t!N/A
Salir nigra 9.-ViA
3. red maple tree FAC 9• 4N/A h. Nitk
Meer rubrum I
4. soft rush herb FACW+ 10. 0LA kN/A
Jwuus YT sus ii'V44
5. silky dogµcwd s:•trub FACV.'+ 11. 4N'A 11111A
Corrvnrs amcmr.m 11.?i !
6. sedecs herb FACW 12. PNIA #NrA
Carer spp. ?
L
1,A
?
:
?f P ;-ceri of domtaarr species that are OBL FACW -rr FAC (Excluding FAC•): 100°'0
-
Remzrks The hydrephytic vegetation criterion has been met.
HYDROLOGY
RECORDED DATA (DESCRIBE IN REMARKS): WETLAND HYDROLOGY INDICAIORS
Primary Indicators:
Strr..am. Lake, or Tide Gauge ? inundated
? Aerial Photog7rphs [] Saturrted in Lpp:r 12 Inches
? Other ? mater Marks-
E-1 Drift Lines
[] NO RECORDED DATA AVAILABLE ? Sediment Deposits
? Drainage Patterns in Wetlands
FIELD OBSERVATIONS Secondary Indicators (2 ur more required):
? Oxidized Root C .unnels in Upper 12 Inches
D--ptb of SLmcc Water: 0 ? Wzicr-Stained Leavcs
? Local Soil Survey Data
Depth to Free 1i'atrr in P'r. '1911 ? FAC-h'etaral Test
____ Uther(Explain in Remarks)
?
in
D
epth to Sat:uutzd Soil: 10"
w
The hydroloyc criterion has been met-
ULU -- UU 1 CN . :)
:r7n c
MAP UNIT NAME (Series and Phase):
Nl ppcd as Chcwacla Series DRAINAGE CLASS: somc%vhiat poorly drained
TAXONOMY (SUBGROUP):
Fluvaquentic Dvstrochrepts
_ FIELD OBSERVATIONS: Confirm Mapped Type?
_ Yes 0 No _
PROFIL DESCRIPTION
Depth (inches) Horizon Matrix Color
(Munsell Moist) Mottle Color
(Munsell Moist) Motile
Abundance/Contr^,.st Texture, Concretions,
Structure, etc.
0-18" 7.5YR 412 5YR 5/6 commonldistinct cla ,

HYDRIC SOIL INDICATORS:
? Histosol
? Concretions
? Histic Epipedon
? High Organic Content in Su.-face Laver in Sandy Soils
? Reducing Conditions
? Aquic Moisture Regime
? Sulfidic Odor
? Organic Streaking in Sandy Soils
? Listing on National Hydrie Soils List
? Listed on State or L oc al Hydnc Soils List
Glcved or Low Chroma
? Color
? Other (Explain in Remarks)
Remarks The hydric soil criterion has been met.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? [! Yes ? No Is this Sampag Point
Within a Wctland? 0 Yes ? No
Wetland Hydrology- Present? n Yes ? No
Iydric Soil Presen[? FA Yes ? No
Remarks: Data point is jurisdictional.

0C tt°C:)'f-Ut7I C P. ti
DATA FOX%1 XA tB
ROU FINE VETLAND DETERbi1N;\F;?:N ep
(1957 CE Wetlands Delineation Manua:)
Project/Site: Troutman Delineation - Datc: 8l2.'2005
pplic:unlO+vr cr: Welt Consultants County: iredch
Investi dor: Environmental Services, Inc. (ESI) State: NC
Do normal circumstances exist on the site? .r Yes No CM=Lni ID: successional
Is the site significantly disturbed (atypical sitimtion)? ?Yes No Trans,ect ID: v land
ils the area a Doren tial problem area (If needed, ccp!ain)? Data Point #: XA/XI3
I]Ycs [J too

VEGET:\i'ION
DOMINANT S7RA7UM INDICATOR DOMINANT S"FRA'r'(]M WDICATOR
PLANI'SPECIES PLANT SPECIES
1. pokeweed shrub FACU+ 7• !lowering dogwood shrub FACU
PIn•rolaca americans Cornus 'Iorida
2. loblolly pine tree FAC 8. black walnut tree FACIJ
Pirms raeda j Jurlans rtiera
3. honeysuckle vine FAC- 9. giant cane herb FACW
Lonu-era a onica Arundvrana i;ieantea
4. swceigum tree FAC+ 10. blackberry herh FAC
Liquidamhar sryrac lua Rubus 'pr.
5. elderberry shrub FACW- 11. hN,'A NN/A
Sanit ucus canadersis 4X/A
ti. touch-me-not hcrb FACW 12. 0NIA PMA
Impatiens ca rsts :.',\iA
P=ent of dominant species that arc OBL, FAC1\', or FAC (Excluding FAC-): b0ia
1
marks The hydrephytic vegetation cr!terion has been met.
HYDROLOGY
RECORDED DATA (DESCRIBE IN REMARKS). WETLAND HYDROLOGY INDICATORS
Prim:uy Indicators:
[a Stream Lake, or Tide (;n:ige ? inunda.ed
Aerial Photographs [] Saturated to Upper 12 Inches
E Other ? Wars Marks
? Drift Linel
Q NO RECORDED DATA AVAILABLE ? Sedunent Deposits
_ ? Drainage °attcrns in \1'ctland3
FIELD ORSERVATIONS Secondary Indicators 12 or more required):
Vxidicd Root Channels in Upper 12 Inches
Depth of Surface Water: 0 ? Wata-Stained Lcaves
r-J I.ucal Soil Survey Data
Depth to Free Water in Pit: >19" ? FAC-Ncu*ral Test
Other (Explain in Remarks)
De th !o Saturated Soil: >13"
?Rcmarks: The hydrologic criterion has not been met
Ji
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SO;I.S
ULu [. JT - lJU 1 C V. I
?2AP UNIT `JA.ME (Series and Phase)
Ide:pped is ChewWa
Scrics DRAINAGE CLASS: s.nr:ewl.at x?cri? mired I
_
I-ARONOMY (S-BGROUP):
Fluvacuentic Dystrochre 2ts FIELD GI3SrRVAT1GtNS: Cor,fir-n hlupped'I)pc?
_ ]Yes n No
PROFILE DFSCRIPTION
Depth (inches) Horizcn Matrix Color
(M nsell !?1oist) Mettle Color
(hlunsell Moist) Mo:1Ic
Fitundant e/Contrast Texture, Concretions,
Struck re, etc.
0-6" 7.5YR 4/3 sandy loam
6-18" 7.5YR 4/6 sandy clay Loam

HYDRIC SOIL INDICATORS:
C Hislcsoi
? Concretions
? Hi tic Fpil?cdnn
? High Organic Cement in Surface Layer in Sandy Soils
? Reducing Conditic.ns
? Aquic Moisture Regime
? Sulfidic Odor
? Organic Strcadng in Sandy Soils
? Listing on National I1ydric Soils List
? Listed on St itz: or Local Hydric Soils List
? Gley cd or Low Chroma
? Color
? Otl:er (Explain in RemarW
Rettla l l he hydric soil criterion has not bee- net.
A
WETLAND OF FF:RMINATION
I13'drophytic Vegetation Present9 0 Ye:: ? No Is Lhis Sampling Point
Within a Welland? ? Yes no
We lrnd hydrology Present? C Yes [j No
ti dre Soil Present? E] Yes ? Nu
Remarks: Data point is not.jurisdiet;onal.
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PLACE NEW 18"0 X 40' LONG CMP
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BRANCH TBM-NAIL SET STA. 21+93.01
ELEV-807.24
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STA. 37+43.00
EXCAVATE CHANNEL
AS REQUIRED FOR
POSITIVE DRAINAGE
FROM DOUBLE CULVERT
-n AWNT A001 V CIZOT T! T 7FR
URAP111
DO NOT APPLY FERTILIZER
WITHIN 10' OF STREAMBANKS.
PLANT SILKY DOGWOOD, SILKY
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50' TEMPORARY CONSTRUCTION
25' PERMANENT EASEMENT
MH No.20 \
STA. 56+8200
NEW 24"0 X 25' LONG CMP SILT FEN 7 /
AND FILL TO PROVIDE 12' WADE
MAINTENANCE VEHICLE ACCESS. i `
STREAM IMPACT #5
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120FG10 FARM GATE MH NoJ9
iARDWARE. STA. 54+32.00
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AFTER NEW PROJECT IS COMPLI
OPERATION, ABANDON EXISTING
1. REMOVE PUMPS FROM WETV
REMOVE FROM SITE.
SILT FENCE 2. OWNER WILL REMOVE CERT/
3. REMOVE AND LEGALLY DISP
ALL ABOVE-GROUND ITEMS
4. FILL WETWELL WITH EARTH
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;ONSTRUCTION EASEMENT
=NT EASEMENT AMERICAN FENCE COMPANY PART// 120FG10 FARM GATE
STUB\OUT (2) 10', 12WITH HARDWARE. 10' OPENING X 50" TALL. (OR APPROVED EQUAL)
PIPE AN PLUG © 0.57. PROVIDE IN THIS LOCATION AND AT EACH LOCATION WHERE SANITARY
\ SEWER PASSES THROUGH AN EXISTING FENCE LINE.
D /
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(SEE TEMPORARY CONSTRUCTION ENTRANCE DETAIL)
1 _
STREAM IMPACT #6
RIP-RAP STREAMBANK
STABILIZATION
0-p;. \?+ SILT FENCE
MH No21 "3
o STA 58+37. °a\ + ?-
EXISTING BARBED WIRE FENCE.
RELOCATE AS REQUIRED TO
PROVIDE PERMANANT 12' WIDE s\ `'ss ` ??
MAINTENANCE ACCESS. `so•. f \
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50' TEMPORARY CONS
25' PERMANENT EASED
RELOCATE FEt
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291
1P STATION ABANDONMENT PROCEDURE
JECT IS COMPLETE, TESTED, ACCEPTED, AND IN
.NDON EXISTING PUMP STATION AS FOLLOWS:
IPS FROM WETWELL. OWNER WILL SALVAGE AND
)M SITE.
REMOVE CERTAIN ELECTRICAL COMPONENTS.
LEGALLY DISPOSE OF ALL REMAINING EQUIPMENT AND
-GROUND ITEMS. REMOVE WETWELL TOP.
L WITH EARTH COMPACTED IN 8" LAYERS. GRADE SITE
ED, FERTILIZE, AND MULCH.
co I .°o _f\ I 20

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Office Use Only: Form Vcrsion May 2002
20061466
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP12, GC3374
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
E R ?@? PRI 0 w 2 no
1. Owner/Applicant Information SFP 1 1 2006
Name: David Saleeby, Interim Town Manager
Mailing Address: Town of Troutman DbNk - WATER n, it.i_„
r5c1W7 US M@STORR;q',ygTCRER/v"RCN
PO Box 26
Troutman. NC 28166
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: townmanager(a,townoftroutman.org
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Benjamin B. Thomas, P.E. -
Company Affiliation: West Consultants, PLLC
Mailing Address: 405 South Sterling Street
Moreanton. NC 28655
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: benjiethomas a bellsouth.net
Pa-e 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Troutman-Mooresville Sanitary Sewer Interconnect
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): n/a
4. Location
n/a
County: Iredell Nearest Town: Troutman
Subdivision name (include please/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): from I-77 take Exit 421US
Highway 21. Go south on US 21 to Westmoreland Road. Follow Westmoreland Road to
Weathers Creek. Project begins at Weathers Creek.
5. Site coordinates, if available (UTM or Lat/Long):_ (see attached)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres
7. Nearest body of water (stream/river/sound/oceaii/lake): Weathers Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/adniin/naps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing use is forest and pasture.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
Project is a public sewer project consisting of 6,150 feet of 24" gravity sewer and 20,500 feet
of 12" forcemain. Trackhoe will be used for trenching; and backfill
11. Explain the purpose of the proposed work: Purpose is to extend pipelines across streams
and wetlands where necessary in order to convey sewerage from the southern end of
Troutman to the Mooresville sewer system.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued pennits,
certifications or other useful infonnation. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
n/a
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
n/a
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 13
1. Provide a written description of the proposed impacts: Seven streams and one wetland
area need to be crossed with pipelines. In addition, four of these crossings require permanent
culverts with fill in order to provide access for maintenance vehicles and mowers
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***
fill no 20 forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local Floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.fema.?"ov.
*** List a wetland type that best describes wctland to be impacted (e.g., freshwater/saltwater marsh, forested wctland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wctland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: n/a
Total area of wctland impact proposed:
3. Individually list all intennittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
1 excavation 0 UT Weathers Ck 5 Perennial
2 culvert 40 UT Weathers Ck 5 Perennial
3 culvert 40 UT Weathers Ck 5 Perennial
4 culvert 40 UT Weathers Ck 5 Perennial
5 culvert 25 UT Ken Br 5 Perennial
6 culvert 0 Kenn Branch 5 Perennial
7 excavation 0 UT of South 5 Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.map(juest.eom, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 145
Page 8 of 13
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: n/a
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation n/a
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., datn/etnbankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Erosion control measures are specified to reduce impacts. Permanent access path through
wetlands and across streams was limited to 10 feet wide to minimize impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Pane 9 of 13
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Pennits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation not required orproposed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information: _
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 13
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call tile SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Miti *atiolt
1 3
2 1.5
Total
Lone 1 extends out 30 lest perpendicular from near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stornwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No impervious areas to be created.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The project is a non-discharge sanitary sewer conveyance system.
XII1. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact pen-nit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 13
SITE COORDINATES
Crossing No. Latitude Longitude
I N35°39.42757' W80050.02579'
2 between no. 1 and no. 6
3 between no. 1 and no. 6
4 between no. 1 and no. 6
5 between no. 1 and no. 6
6 N35°39.76584' W80"'51.01125'
7 N35037.54308' W80'48.87744'
Page 13 of 13
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ENVIRONMENTAL SERVICES, INC.
1456 PATTON AVENUE, SUITE C
ASHEVILLE. NORTH CAROLINA 28806
828-2540811 • FAX [phone]
wNvw eSInC.CC
27 March 2006
Mr. Jerry Twiggs
West Consultants, PLLC
405 South Sterling Street
Morganton, NC 28655
Re: Troutman Sewerline, Gravity Line and Force Main, Iredell County, North Carolina EE06-003
Dear Mr. Twiggs:
Thank you for contacting Environmental Services, Inc., (ESI) concerning the above referenced project.
At your request, ESI has conducted a jurisdictional determination and Threatened and Endangered (T&E)
species habitat evaluation for the proposed sewerline route in the City of Troutman, Iredell County, North
Carolina. The proposed route begins as a gravity line at an existing pump station located on Charlotte
Highway (US 21) and extends along the existing NCDOT right-of-way, crossing under Kerr Branch.
From the NCDOT right-of-way south of Kerr Branch, the gravity line proceeds east along new location
adjacent to Kerr Branch to Weathers Creek. The new location route turns generally southeast adjacent to
Weathers Creek to a proposed pump station site on Westmoreland Road. From the proposed pump
station, the project becomes a force main line, extending along the existing NCDOT right-of-way on the
south side of Westmoreland Road to US 21, turning south within the NCDOT right-of-way on US 21 to
Shinville Road. The proposed force main line extends east within the NCDOT right-of-way on the north
side of Shinville Road to its intersection with Brook Glen Drive. The force main line crosses under
Shinville Road and proceeds on new location to its terminus at an existing gravity sewerline.
The proposed route was reviewed on 14 February 2006 by ESI biologist Jan Gay. Mr. Gay is a Senior
Scientist with a M.S. degree in Ecological Classification and more than 14 years of professional
experience. The habitat along the proposed route consists of maintained roadside, ranging from six to ten
feet from the edge of pavement, forested areas, residential yards, and commercial areas.
.iurisdictional Evaluation
ESI reviewed the proposed route to determine the presence or absence of jurisdictional wetland areas
using the three-parameter approach (hydric soils, hydrophytic vegetation, and evidence of jurisdictional
hydrology) as outlined by the U.S. Army Corps of Engineers (COE) 1987 Wetlands Delineation Manual.
The proposed route was also reviewed for the presence of jurisdictional stream channels using criteria
provided by the COE and the N.C. Division of Water Quality (DWQ).
JACKSONVILLE • ST. AUGUSTINE • COCOA • JUPITER • DESTIN • SAVANNAH • ATLANTA • RALEIGII 0 CHARLOTTE • ASHEVILLE

ENVIRONMENTAL SERVICES. INC.
27 March 2006
Troutman Sewerline
Page 2 of4
Based on this evaluation, the proposed route crosses one jurisdictional wetland area located along the
gravity line within a recently clear-cut area, between Traverse Points 9 and 19. Vegetation within this
area was generally herbaceous in nature, consisting of soft rush (Juncus effusus), blackberry (Rubus sp.)
and wild rose (Rosa sp.). Soils within this area exhibited hydric characteristics (Munsell color 10YR 3/1).
Evidence of jurisdictional hydrology was noted, with saturation noted at the soil surface and ponding
throughout the area.
No other jurisdictional wetland areas were noted within the proposed gravity line, within the proposed
pump station site, or within the proposed force main route. Vegetation varied across the proposed route.
Various grasses and ornamental plants are present along the road rights-of-way and within the maintained
residential yards. Within the new location portion of the force main route, vegetation is generally
herbaceous in nature, including various grass species. Scattered tree species were present, including
white oak (Quercus alba), Virginia pine (Pinus virginiana) and princess tree (Paulo)vnia tomentosa).
Soils within the proposed route did not exhibit hydric characteristics (Munsell colors 7.5YR 5/4 and
7.5YR 5/6) and consisted mainly of existing fill material from the adjacent roadways. Soils within the
new location portion of the force main line did not exhibit hydric characteristics (Munsell color 7.5YR
5/4). No evidence of jurisdictional hydrology was noted within 12 inches of the soil surface along the
remainder of the proposed route.
The gravity feed portion of the proposed sewerline crosses six jurisdictional stream channels, including
Kerr Branch and five unnamed tributaries to Weathers Creek. The force main portion of the proposed
sewerline does not cross any jurisdictional stream channels. The field investigation indicates each of
these channels would likely be considered perennial and would require a Section 404 and Section 401
permit prior to any disturbance.
Federal Threatened and Endanp_ered Species
Species with the federal classification of Endangered, Threatened, officially Proposed for such listing, are
protected under the Endangered Species Act of 1973 (ESA), as amended (16 USC 1531 et seq.).
ESl evaluated the proposed route for potential habitat for federally listed Threatened and Endangered
species known to occur in Iredell County. Prior to initiation of the field effort, records held by the N.C.
Natural Heritage Program (NHP) were reviewed to determine the presence and location of any
documented occurrence of any federally listed species. The U.S. Fish and Wildlife Servize (USFWS)
lists only the bog turtle (Clemmys muhlenbergii) with a range considered to extend into Iredell County
(list date: 8 March 2006). The following is a description of bog turtle habitat requirements and results of
the field evaluation.
ENVIRONMENTAL SERVICES, INC.
27 March 2006
Troutman Sewerline
Page 3 of 4
Bog turtle - The bog turtle is a small turtle reaching an adult size of approximately 3 to 4 inches. This
otherwise darkly-colored species is readily identifiable by the presence of a bright yellow, orange or red
blotch on each side of the head. The bog turtle is typically found in bogs, marshes, and wet pastures,
usually in association with aquatic or semi-aquatic vegetation and small, shallow streams over soft
bottoms.
The bog turtle has declined drastically within the northern portion of its range due to over-collection and
habitat alteration. As a result, the USFWS listed the bog turtle as threatened within the northern portion
of its range, and within the southern portion of its range, which includes North Carolina, the bog turtle is
listed as Threatened due to Similarity of Appearance [T(S/A)] to the northern population. The listing
allows incidental take of bog turtles in the southern population resulting from otherwise lawful activity.
T(S/A) species are not subject to Section 7 consultation and a biological conclusion is not required. Field
surveys for the bog turtle are not typically requested by the USFWS in North Carolina as a permit
requirement since the species is listed as T(S/A).
Construction activities for the proposed sewerline will be generally confined to the maintained roadside
rights-of-way, forested areas and residential yards in non jurisdictional areas. The jurisdictional areas
noted along the proposed route consist of five stream channels and a highly disturbed wetland area, which
do not provide habitat for bog turtle.
Records held by NHP show that bog turtle has not been documented within 3.0 miles of the segments
evaluated. No impacts to bog turtle are expected as a result of this project.
FSC Species Descriptions
The 8 March 2006 FWS list also includes a category of species designated as "Federal Species of
Concern" (FSC). The FSC designation provides no federal protection under the ESA for the species
listed. However, these species are listed because they may attain federally protected status in the future.
The presence of potential habitat within the project study area has been documented in Table I for the
FSC species listed for Iredell County. Brief habitat descriptions follow the table.
Records held by NHP were reviewed to determine if any of these FSC species had been previously
documented along the proposed sewerline route. No FSC species have been documented within 3.0 miles
of the proposed sewerline route. -
ENVIRONMENTAL SERVICES, INC.
27 March 2006
Troutman Sewerline
Page 4 of 4
Table 1. Federal Snecies of Concern (FSC) (8 March 2006 USFWS list).
Common Name Scientific Name State Potential Habitat
Designationa Present
Alleghany woodrat Neotoma magister SC No
Tall larkspur Delphinium exaltatunt E-SC No
Prairie birdsfoot-trefoil Lotus unifoliolatus var. helleri SR-T No
E-Endangered, E-SC -Species of Concern (propagated material only may be traded or sold under specific regulations), SC -
Species of Concern (individuals may be collected from the wild and sold under specific regulations), SR-T -
Significantly Rare Throughout its Range, T - Threatened.
b Potential habitat based extensively on LeGrand et at. (2004), Franklin and Finnegan (2004).
Alleghany woodrat - The Alleghany woodrat typically resides in rocky places or abandoned buildings
within deciduous or mixed woods in the northern North Carolina mountains or adjacent Piedmont.
Potentially suitable habitat for this species is not present within the proposed route.
Tall larkspur - Habitat for tall larkspur consists of grassy balds, glades and woodlands generally over
mafic rocks. Potentially suitable habitat for this species is not present within the proposed route.
Prairie birdsfoot-trefoil - Prairie birdsfoot-trefoil typically grows in open woods over clay soils and
along road-sides. Although the proposed route is located along road-sides, the route is placed within the
filled areas or within maintained residential yards. Potentially suitable habitat for this species is not
present within the proposed route.
Conclusions
One jurisdictional wetland area is present within the proposed route. Six jurisdictional stream channels
cross the proposed sewerline route.
A NHP records review indicates no documented occurrences within 3.0 miles of the proposed sewerline
routes for bog turtle or any of the FSC species with ranges extending into Iredell County. Habitat is not
present within the project route for bog turtle or the FSC species listed for Iredell County.
Environmental Services, Inc., appreciates the opportunity to offer you our services. If you have any
questions or comments, or need any additional information, please feel free to contact me at (828) 254-
0811.
Sincerely,
ENVi Oi 7AT, ?ERVICES, INC.
Ja Ga;o/-'
Senior Project Manager
J V -r ???? 1_JT UU 1 L t= . C
DATA FORUM `
ROUT INE \V"ETI.AND DETER' tINATION "ct
protecVSile: Tro.rtman Delineation i ute: 8/2`2006 -,
Applicant./Owner: Weat Consuitints County: lredell
Investieator: Environmental Services, lne. (ESI) State: NC
Do normal circumstances exist on the site? Yes No Community ID: successional
Is the site sismifc:antly disturbed (aripiral situation ? Yes No Transect ID: wetland
Is the area a potential problem area (If needed, explain)? Data Point k: XA 8
?Yes nNo

DOMINANT STRATUM INDICATOR DOMINANT STRATUM INDICATOR
PLANT SPFCIES PL.AN7' SPECIES
1. touch-rue-not herb FACW
i 7. #N/A #N!A
Impatiens ea ensis
2. black willow tree OBL s. ONiA #N/A
Saks nr a 4•+ViA
3. arntrican sycamore trcc FACW- 9. #N/A #N/A
Plaranus vacidenralis 4N,,4
4. soft rush herb FACW+ 10. CNiA #N/A
Juncus eljusur #NA
5. silky dogwood shrub FACWr- 11. #N/A PN/A
Corpus cr+nomurn d.R%<d
j
6. chincse privet shrub FAC 12. #N!A #N!A
L{qusrrum sinense _ #I IA ---
Percent of dominant species that arc OBL. FACW, or FAC (Excluding FAC-): 100%
-
_-?
emarks 'I 13c hydrophytic vegetation criterion has been met.
IIl•ntlnl nr.v
RECORDED DATA (DESCRIBE IN REMARKS): WETLAND HYDROLOGY INDICATORS
Primary Indicators:
? Strewn. Lake. or Tide Gauge ? Inundated
? Aerial Photographs ? Saturated in Upper 12 Inches
? Other ? Water Marks
? Drift Lines
NO RECORDED DATA AVAILABLE ? Sediment Deposits
? Drainage Patterns in Wetlands
FIELD OBSERVATIONS Secondary Indicators (2 or more mquirud):
? Oxidized Root Channels in Upper 12 inches
Depth ot•Surface Water. 0 ?Q Water-Stained Leaves
? Local Soil Survey Data
Depth to Free 'Hater in Pit: X18" ? FAC-Neutral Test
? Cther (Explain in Remarks)
Denth to Saturated Soil: to" -
Remarks: The hydrologic criterion has been met.
??..G r_ . uo u r .?uct J?,dy
SOIL S
828-254-0812 P.3
MAP UNIT NAME; (Scves and Phae)*
Mapped as Chewacla Serie> DRAINAGE CLASS: r.omewhat poorly drained
TAXONOMY (SUBGROUP):
Fluva quwtie ]Dystrochrepts FIELD OBSERVAT iONS: Confim: Mapped Type?
J Yes F?',- No
PROFILE DESCRIPTION
Depth (inches) Horizon Matrix Color
(Munsell IvIoNa) Mottle Color
(Munsell 1vloist) Mottle
Abundance, Contrast Texture, Concretions,
Strucrure, etc.
0-8" l OYR 512 7.5YR 4?6 commorVdistinct clay
8_181, Glev 2 4/10BG IOYR 5G corr. morvdistinct clay
7.5 YR 4/6 coinmon'distinct

HYDRIC SOIL INDICATORS:
? Histosol
? Concretions
? Iiistic Epipedon
? High Organic Content in St:r;ace Layer in Sandy Soils
? Reducing Corditions
Ci .Aquic Moisture Regime
L? Sultidic Odor
? Organic S=akinc in Sandv Soils
[l Listing on National Hydric Soils List
? Listed oa State or Local Hydric Soils List
21 Gieyed or Low Chroma
? Color
? Other (Explain in Remarks)
?Remarks: the hydric soil criterion has been met.
WETLAND DETERMINATION
4vdrophytic Vegetation Present? ? Yes ? No
I
Is this Sampling Point
Within a Wetland'? [] Yes ? No
Wetland Hydrology Present? [?] Ycs ? No
H dric Soil Present? Q Yes ? No
Remarks: Data point is jursdieticnal.
P.
DATA FOR.N1
ROUTINF WETLAND MY Ie.lINXI;0N
(1987 CE Wetlands Delineation Manual)
X13
uet
r---- --- --
Pr jectiSite: TrouL:raa Dclincatien -- -
Date: VI20C6
1ppli=t!O seer: West Consulumts County: hedell
Investigator. Environmental Services. Ine. (ESI) State: NC
Do nomal circumstances exist on the site? Yes 7 No Community ID: successional
is the size siynificantly disturbed (atypical situation)? []Ycs C No ransect ID: %vctlru•,d
IN the area a potential problem area (if needed. explain)? Data Point 4: XB 5
?Yt?, 0' Nc- _

VrCra• k' fnll
DOMINANT STRATUM INDICATOR DOMINANT STRATUM INDICATOR
PLIANT SPECIES PLANT SPECIES
1. touch-me-not herb F.ACW 7. 4N/A #X/A
!n •atiefu ca ensfs 4NIA
2. black willow tree OBL 3. 4N/A t!N/A
SaliT mizea 4A144
3. red maple tree FAC 9. 4N/A A. NIA
Acer mbrurn ON IA
4. soil rash herb FACW* 10. AN:A kNIA
Ju?uus e'Fuus AN/A
5. silky dogwood shrub FACW+ H. 4WA kNtA
Cornus ::mcmum
j6. scdpcs herb FACD! 12. 1;N/A ONiA

Pm-ccnt of dominant species hat are OBL, FACW. cr FAC (Excluding FAC•): 100%
Rcm2rks The hydrophytic vc-=Tation criterimi has keen met.
uvnti nt rX:v
RECORDED DATA (DES(- RIBE IN REMARKS): WETLAND HYDROLOGY INDICA'1016
Primary Indicutors:
Steam, Lake, to Tide Gauge ? inundated
Q Aerial Photol;mphc Q Saturtcd in Upptr 12 inches
!] Other ? Water Marks
? Drift Lines
n NO RECORDED DATA AVAILABLE D Sediment Deposits
? Drainage Patterns in Wetlands
FIELD OBSERVATION'S Secordary Indicators (2 or more required):
? Oxidized ?oet Channels in Upper 12 Inches
tY_-rth of Surface Water 0 i] Wztcr-Stained Leaves
? Local Soil SwNcy Data
Depth to Free 1 atcr in Pity >18" ? FAC-Neutral Tesi
Other (Explain in Remarks)
_ Depth to Saturated Soil: 10"
-?
-
Re arks:
The hydro;og'.c criterion has been met.
,
r o U- -- uo! C p.
,nrr c
MAP UNIT NAME (Seriesand Phase):
`dapped as ChcH,-cla series DRAINAGE CLASS: some vitat poorly drained
l
TAXONOMY (SUBGROUP):
Fluvaqucntic Dvstrochrepts FIELD OBSERVATIONS: Confirm Mapped T}pe?
_ Yes _ [] No
PROFILE DESCRIPTION
Depth (inches) Horizon Matrix Color
(Munsell Moist) Mottle Color
(Munsell Moist) Mottle
Abundance/Contrast Texture, Concretions,
Structure, etc.
0-18" 7.5YR 4/2 5YR 5/6 common/distinct cla X

HYDRIC SOIL INDICATORS:
? Histosol
? Concretions
? Histic Epipedon
? High Organic Content in Sw-face Laver in Sandy Soils
C? Reducing Conditions
? Aquic Moisture Regime
? Sulfrdic Odor
? Organic Streaking in Sandy Soils
? Listing on National Hydric Soils List
? Listed on State or Local Hydric Soils List
G:eyed or Low Chroma
? Color
? Other (Explain in Remarks)
Remarks: The hydric soil criterion has been net.
WETLAND DETERMINATION
Hydrophytic Vegetation Pres"? [1' Ycs ? No Is this sampling Point
Within a Wetland? 0 Yes ? No
Wetland Hydrology Present? C1 Yes ? No
`lydric Soil Present? 0 Yes ? No
Remarks: Data point is jurisdictional.
0 e U-• r- 7.1- ti tj 1G
DATA FO:t%l
ROUTINE W+TLAND DEIERMINNFI
t10R7 r'F W?tl:, I, nAt-l-n U,rua'1
P. ti
XA XB
p
ProjecUSite: Troutman Delineation Datc: KV2006
ppliCiun/OwrtCr: West Consultants Coumv: Iredch
Investi;,itor: Environmental Services, Inc. (ESI) Stale: NC
Do normal circumstances exist en the site? Yes No CommLnity ID: successional
Is the site si nificantl disturbed (at)?ical situation)? ?Yes No Tran-sect Ill: Li(end
his the arez a potential problem area (If needed, expWri)? Data Point 4: XA/XB
Yes [] No
r

V Pr I:T.1i'It 1N
DOMINANT S7 RATUM INDICATOR DOMINANT STRATUM INDICATOR
PLAN'I'SPECIES PLANT SPECIES
1. pokeweed shrub FACU+ 7. flowering dogwood shrub FACU
Phvolaca americans Cornus rlorida
2. toblell) pine tree FAC S. black walnut tree FACI1
Pinus taeda Juclans nicra
3. lone}suckle vine FAC- 9. gkua t cane haft FACW
! omcera a onica Arundinaria i4tcantea
4. ;wwgum tree FAC+ 10. blackberry herb FAC
.:i uidambar st Yracti lua Rubus yr.
5. i1derbcay shrub FACW- 11. #N/A NNIA
.iambucus canademis ,bXIA
b. touch-me-not berb FACW 12. N/A *N/A
anpahens capersrs 4,V,,A
P=ent of dominant species that arc U3L, FACR", er FAC (Excluding FAC•): 60co
E
rks The hydrephytic vegetation criterion has been met.
}{YnRnl (?G?'
FECORDED DATA (DL'SCR BE IN REMARKS): WETLAND HYDROLOGY INDICATORS
Primary lndiCaton:
Stn:tr-L take, or Tide Gauge ? inundated
Aerial Photographs Saturat"1 m Uppu 12 inches
El Othcr ? Vt'ater Marks
? Drift Lines
Ej NO RECORDED DATA AVAILABLE ? Sediment Deposits
? Drainage ?attcrns in Wcdands
FIE LE, OBSERVATIONS Secerdz^r Indica-ers (2 or mote required):
Oxid;zed Root Channels in Upper 12 Inches
Depth of Surface Water: 0 0 Woux•5tained Leaves
7j Local Soil Survey Data
Depth to Frce Water in Pit: >1 i" ? FAC•Neural Test
Qther (Explain in Remarl?s)
U:tth to S,a;orated Soil: >Id"
Remarks: The hydro;ogic criterion has ;x.t been nicL
I

SO;;.S
ZAP UNIT NAME (Series and Phase):
Nlepped as Cheuacla Series DRAINA,3E CLASS: s.nnes?l;;t icriy crauted j
?w
TAXONOMY (S;.'BGROUN:
Fluvat1uentic Dystrochrepts FIELD OBSERVATIONS: Confirm %',jiTed T)pc?
] Yes 'No
PROFILE DESCRIPTION
Depth (inches) Horizon Matrix Colot
(Mansell Moist) Mottle Color
(Munsell Moist) 'Mo-t:
Arundance contrast Texture, Concretions,
Structure, etc.
0-6' 7.5YR 4/3 sandv loam
6-18" 7.5YR 416 sandy clay loam

HYDRIC SOIL INDICATORS:
C Histcsol
? Concretions
? Histic Fpipedan
? High Organic Content in Surkce Layer in Sandy Soils
? Reducing Condition
? Aquic Sloisure Regime
? Sulfidic Odor
? Orgcnic Strcadng in Sandy Soils
? Listingon National Hydric Soils List
? Listed on Statc or Local Hydric Soils List
? Gley ed or Low Chroma
? Color
? Other (Explain in RemarF.s)
Rern: l The hydric soil crilcrion has not been ,nct.
WETLAND Dh rEPMINA-HON
Hydrophy;ic Vegetation Present? 0 Yc:: ? Nn is this Sampling Poirt? -

1 Within a Wetland? ? 1' s ?? t\e
N'ctlarid hydrology Present" C Yes ? No
H dnc Soil Prescnt? ID, Yes G No
Remarks: Data point is not jurisdiet;onal.
12" FORCEMAIN
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,ONSTRUCTION EASEMENT
=NT EASEMENT AMERICAN FENCE COMPANY PART# 120FG10 FARM GATE
STUB OUT (2) 10', 12"0 WITH HARDWARE. 10' OPENING X 50" TALL. (OR APPROVED EQUAL)
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L WITH EARTH COMPACTED IN 8" LAYERS. GRADE SITE
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-------------------------------------------------------------------------------
QIKd ,LSN ilmoOSIQ ,I,NIIOWK NOI.LdIUDSSQ Hjlvci HONH2iH3H2?
2=rIVflC5 11SIVM aO NOISIAIQ - TT0:i
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• i#'1•,ynJ}~4+i1~15 Ywh ;.fin+,'~~; • ~ Li1bi,`,i , H gl.
• ~
EDGE OF CREEK FlAGGED r ~ CURVE TABLE ~ 9J~~~ •
• HIGH WATER\LOW WATER CURVE LENGTH RADIUS DELTA BEARING CHORD ~ ~ , ,
" " , . LOCATED 1 /18/08, ~ ~ ~ ~ ~ , 4 C1 8 00 6 3 3 t ~ t 1. ~ ~.R ~ ,
vl C2 1 3J 00 8 b4 31 S55 55 5 W 39.03 ~
z 2 3 0 5 0 49 S 8 E 2 ~ N ~
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b F 91H gT. IJNE TABLE ~ 6~ , 91H gf.
o.Z LINE LENt3TH BEARING n ~
•~p Li '43. 0' S85'06'4 "
3 .8 S89' W CAMA LfI~E`~ ~ ~ ~ L3 53 85' 7'00' 8" CATED ' ' k ~
z ~ ~ ~ " 10 5 ?0 ~ ~ Ri ~ L4 2 b 2 S9 'MAP NOT TO SCALE
~ L5 9 8 ' '3 "E ~ ''Les VICI TTY MAP , N r r n q - L8 28 85' 1 23 ~ ~ L) CP NgITH CAROLINA
a ~ „ L7 " , . \ . . . ttatmswa:IC cauMnr ~ x 3 .03 5' S 8 • MOLINA K COUNTY
. ~ " t GARY 1, bUROANUS, CERTIFY L8 59'5458 ~ ~3 \ ' . OURGANUS, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
' " SUPERNSION FROM AN ACNAL • L9 9.00 00 35 5 ~ ~ ~ • " ~ DESCRIPTION RECORDED iN JIE ON FROM AN ACTUAL SURVEY MA22-- EAGE DE UNDER A ON RECORDED M..
L10 '1.39 N17'281 \ \ ~ ERB tIRROR OF CLOSURE AS CALCu • ~ 111111111 CLOSURE AS CALCULATED BY COMPUTER IS I/ _.10SMi- BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES,
' L11 15 ' 5'40'50"W ~ \ ~ ~ ~ 111 THAT THE eouNDARIES NoT a ' 1 " \ 404 WE NES GAA tTED FROM INfdtMATK>H R Lt2 083 81'1 08 1 Att ~ ~ FROM INFORMATION REFERENCED, THAT THIS PLAT WAS
. " B ~ , ea LOCATED 1/18 ~ (e "L 8 p+ AccoRDANCE•en L13 18 85 S42 3 36 Q' Ie0 ~AtU ~ I IN ACCORDANCE- WITH O.S. 47-30'AS AMENDED. WITNESS' IAL SIGNATU S A ~UMER AND SEAL THIS
\ •.ATO • O ~ 4o DAY OF L14 23. S8'9'6" •2
• U5 26.18' S22'44'25" A.2 ~ 4 O~pl,
• Li 6 '3 " : 4~7A 44.5 S3A 08 Al I i OU S, PLS. iUR1iANUS, PJ.S
. . `Y ATiON NUM@ER L- 74 ' / ~i 4 aR eTAMP ION NUMBER L-374 STAMP
• Rr a . N ~ ~ t. av
• M I IIIIIIIIINI REYM REVIEW OFFICER'S CERTIFICATE
N ~ M STATE aF NOR1H CAROLINA NORTH CAROLINA
4 5.p Ln.1~ TY aF couN F
SECT10 S • • N IX ~ I, ~ J , , COUNtt, CER11F1' THAT THE M1 REVIEW OFFICER OF XRTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
FIARBOR OAKS SUBDIVISIOM ~ ' . , , \ , • ~ • AFFlXED MEETS ALL STANTORI a . IEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
. MAP CABINET• 22, PAGE 47 a ro • f. RENEW OFFlCER TIGER
O ~
f ~ DATE • • , • e~ • .
' er ,;,,14;., ~ f ! ;i' LEGEND:
. LOT 89 ~ -'•y .f ri • ca o coMPUT~ PaNT ' f » ~ ' ~ ~ ~ EIP 0 E>nSTING IRON PIP COMPUTED POINT EXISTING IRON PIPE
• ' j ~ , NRBO NEW RE-BAR / ERB 0 E%ISTINO RE-BAR NEW RE-BAR EXISTING RE-BAR
~ . , / CM a CONCRETE MONUM i ~ ~ • . PK 0 PK NAIL CONCRETE MONUMENT PK NAIL
• ~ ~ , ~ R 0 RAR. ROAD SPIKE w RAIL ROAD SPIKE
• 0 TELEPHONE PEDES THIS CERTIFIES A1A IS TELY CANS CABLE TELEUSION . T 1H PLAT ACCURA DEPICTS THE EB O EtE~tC 8oX TELEPHONE PEDESTAL CABLE TELEVISION BOX
- BOUtiDARY OF THE dJRIS01CT10N OF CTtON 404 QF THE E1,EAN ~ _ - ' NAA ? WATER METER WATER ACT PURSUANT', T0. THE 1987 ORPS OF ENGINEERS ~ w ~ • ~ , ~Ii SP p SEWER•.PUMp €LECl"C -Box WATER METER
DELINEATION MANUAL AS DETERMINED BY 1HE UNDERSIGNED ON SEINER-- PUMP
• THIS DATE. UNLESS THERE IS A CHANGE IN THE. LAW OR OUR ~ ' • • • PUBLISHED REGULATIONS. THIS DETERMINATION MAY E RELIED ti!• ~ h
B •%+~a UPON FOR A PERIOD OF FlYE YEARS FROM THIS t1ATE. ISOLATED ~ ' ~ '~~Y Y ~ , ~ ,
WETLANDS OR WATERS THAT ARE OUT OF CORPS JURISDIC110N Ae. h NOTES; ~ ,
HAVE BEEN LABELED ON THE SURVEY. 88 . 1 I +LOT 88 APPEARS TO BE q • T LOT) 3 ELEVATION¦12 BY LETTER APPEARS TO BE IN FLOOD HAZARD ZONE "A", BASE
• 72 SQ,~ »F,LR.M, 370028 0004 C, I 370028 BO LETT DAFROM 12HE8 .SS.A.C.E., DATED. 8/07/02, 04 C. .VATIONS ARE BASED ON N.G.V.D. 1929.
•a A ONS ARE BAST + ~ All ELEV n SIGNATUR U.S, ARMY CORPS ENgNEERS OFFICIAL ITLE A ~ a; rei1SE0 ON PROPOSED FLO E. 1 D TE A~ DN PROPOSED FLOOD MAPS, LOT 88 APPEARS TO BE IN
• ~ • M FLOOD HAZARD ZONE "AE' • e ; p hry PROPOSED FLOOD MAPS A HAZARD ZONE "AE", BASE ELEVATION 9 FEET. THE ED FLOOD MAPS ARE. BASED ON N.A.V.D. 1988.
EXPIRAl10N ATE OF DELINEATION: . ~ ~FUTi1RE COIISTRUCTION SH • • 1. h . CONSTRUCTION SHOULD BE DESIGNED BASED ON THE MOST
• ' ~ RESTRICTIVE FLR.M• INFOIi usACE AcnoN ID: ~ , AND PUBLISHED MAPS.. CO 'TIVE F I.R.M. INFORMATION BASED ON BEST AVAILABLE DATA BUSHED MAPS. CONSULT THE SOUTHPORT BUILDING
INSPECTIONS DEPARTMENT. IONS DEPARTMENT.
TOTAL LOT AREA ¦ 29,87'. • 2 •2. ~ 9 AT AREA - 29,872 SO. FT.
~ ~f . ~ .T ~
• ~ Piat of Surve For Survey For
. 1~. W t LoT so cA a i. RICK PEGLO~ : PEGLOW
z• 1 . I • ~ .~'1Z 1 ~ 'vq ~ MADE FROM LOT 88 PI W 3 ROM LOT 88 .(PRICE'S CREEK ROAD), SECTION SIX,
~ ~ ~ ' HARBOR OAKS SUBDMS'~ =o vY ~ SOUTHPORT, NORTH CAF OAKS SUBDIVISION, (MAP CABINET 22, PAGE 47), DRT, NORTH CAROLINA AND EXISTING PHYSICAL
'ai M EVIDENCE. E.
. ~ . d51~ o ~ ~ Gti ~ .
y 1 - ~.2'S a 6~ ~U~O ~
• WITH ER~ • (ITH ERS & RAVEN EL -
' s BRU•NSW] I~ ~ o . 1t' :U•NSWICK SURVEYING
' ~ Q~~ s C 1027 A . R~ h Ca0 1027 SABBATH HOME RD., SW
SUPPLY, N~ ' BENCHMARK LOT 87 TEL; 910-842- SUPPLY, NORTH CAROLINA 28462 TEL: [phone] FAX: [phone]
"MAC" NAIL " ' , WWW, WI Tf WWW.WITHERSRAVENEL.COM
ELEV=15.08' ~ ~ . SEWER .
' TAP Cory OfBcei Ice. Wilmington Office:
„ 11i MacKenon Drive ' Car , NC 27511 Cenon Drive 7040 Wrightsville Ave, Suite 101. 27511 Wilmington, NC 28403
~ ~ \ y tel: [phone]-3340 tel: [phone]
~ sECnoN slx 20 20 0 20 40
\ ION 20' ~ • r BOR OAKS SUBDIVIS NAR
• MAP CABINET 22, PAGE 47 sCwlE . SCALE FEET
\ REVISED 1/20/06 TO AI • CAMA dt H LW LINES 1/20/06 TO ADD : H LW LINES
\ , • \ ~ RENSED 9-28-08 TO REMi 9-28-08 TO REMOVE
' EB TOPO AND TREES• ERB RVIO(~S D TREES.
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. ~ 02008, WITHERS & RAVENEL- BRUNSWCK SURVEYING
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SCALE: 1" = 20 1" - 20' DATE: 11/01/05
' ~ TOWNSHIP: SMITHVILLE • IP: SMITHVILLE FIELD BOOK: 861-37
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s.~ • Ay, COUNTY: BRUNSWICK S BRUNSWICK FILE: 05409
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• ~s' F STATE: NORTH CAROLII NORTH CAROLINA JOB NO.: 05-409
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