20060465 Ver 1_COMPLETE FILE_20060321

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Mr. Jarrod Karl -
City of Charlotte Stormwater Services
600 East Fourth St., West
Charlotte, NC 28202
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
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Subject: Edgewood Neighborhood Improvement Project (Revised)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
Alan W. Klimek, P.E. Director
Division of Water Quality
December 15, 2006
DWQ# 06-0465
Mecklenburg County
You have our approval, in accordance with the attached conditions and those listed below, to impact/fill
0.24 acre of wetland and 1943 linear feet (If) (74 If ft, perennial) of unnamed stream to Taggart Creek in order
to conduct the subject stream work in Mecklenburg County, as described in your application received by the
Division of Water Quality (DWQ) on March 21, 2006 and an additional 0.009 acre of wetland as described in
a revision submitted on October 27, 2006. After reviewing your application, we have determined that this
project is covered by Water Quality General Certification Numbers 3494 and 3402, which can be viewed on our
web site at http://h2o.enr.state.nc.us/ncwetlands. The General Certifications allow you to use Nationwide
Permit Numbers 3 and 39 once they are 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 Certifications will expire when the associated 404 permits expire unless otherwise
specified in the General Certifications. 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. Upon completion of the project, the applicant shall complete and return the enclosed. "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality.
3. Continuing Compliance. The applicant (City of Charlotte) shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section 303(d)
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines
that such standards or laws are not being met (including the failure to sustain a designated or achieved use)
or that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure corn nce with
such standards and re uirements in accordance with 15 A NCAC 2H.0507 d . Before codifying Carolina
q () atu,ally
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided
to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely
for Alan W. Klimek, P.E.
Attachments
cc` Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
MRO, Land Quality
Central Files
Greg Antemann
X
` Impacts Mitigatinris Fees Plfdiations E-cent s Inspections C omment: Hstory j
C et,ds t Defals2 Permits and Certa Cross Refs
ho;ectNurnber 20H0455 Version. 1 Status Issued LastActianDesc Frojectissued
`Project Narne. Cityaf Charlo°e: Edgewood Neighbo rhood Project 'Project Type: Other
Project Dear,: reduce erosion &.floeding
'Owner Peine, Damn Details._ -
`Recehred From F,fpllcarit COEID - 'Primary. County Mecklenburg
DOTTIP. 'AdminRegr n Mijciessille -
ReceivedDt: 03r-V2008 Reviener alaniohnson
Issued Dt. 04)2412008
*Se,ondaryCounty
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%Af NEP A! SEPA Peceided Ot
DCM OTICp SW Plan P,ecerved Dt f
COE Ofce_ ieadle Regulatnrt Field Office SW Plan P,pprured Dt' Public Notice Published Dt
Last Updated By: l aurio_ dennison SVO Plan Location , Public Notice Received Dt
Last Updated Ori: 03123!2008 Sewage Di_posal N. Comment Period Ends Dt: .
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CWS
Carolina WeUaN Services
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Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
704-527-1177 - Phone
704-527-1133 -Fax
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FROM: (?M JOAAj -din
LETTER OF TRANSMITTAL
WE ARE SENDING YOU: Attached ?Under separate cover via the following items:
? Prints ? Plans ? JD Package ? Specifications
0 Copy of letter ? Change order ? Wetland Survey ? Other
IF ENCLOSURES ARE NOT AS NOTED. KINDLY NOTIFY US AT ONCE

( 1217-1 A(0 t'?]oe/!?«h2nLe?e? 42

THESE ARE TRANSMITTED as checked below:
?,For approval ?Approved as submitted ?Resubmit copies for approval
or your use ?Approved as noted ?Submit copies for distribution
?As requested ?Returned for corrections ?Retum corrected prints
?For review and comment ?For your verification and signature
Copy to: Lease Me lL4,1-c //I's w,,/k clezr2 6'Lc
a,,' of iS ?J j???
CWS
Carolina Wetland Services
October 26, 2006
Mr. Alan Johnson
NC Division of Water Quality
919 North Main Street
Mooresville, NC 28115
550 E WESTINGHOUSE BLVD.
CHARLOTTE, NC 28273
704-527-1177 (v)
704-527-1133 (fax)
Subject: Request for Modification to Original PCN
Edgewood Neighborhood Improvement Project
Charlotte, North Carolina
City of Charlotte Project No. 512-01-059
Carolina Wetland Services Project No. 2005-1140
Action ID Nos. 200330867; 868; 869
The Edgewood Neighborhood Improvement Project is located in Charlotte, North Carolina,
approximately 'h mile northwest of the I-85 - Freedom Drive interchange (Figure 1, enclosed). The
purpose of this project is to replace existing storm water infrastructure, reduce erosion and flooding,
and install curb, gutter, and sidewalks within the Edgewood Neighborhood. Charlotte Storm Water
Services (CSWS) has contracted Carolina Wetland Services, Inc. (CWS) to provide Section 404/401
permitting services for this project. The permit for this NIP was originally issued on July 3, 2003
(Action ID Nos. 200330867, 200330868, 200330869, for NWP Nos. 3, 13 and 39, respectively. A
revised permit application was also submitted on March 16, 2006. The purpose of this letter is to
request an additional modification to the PCN that includes minor wetland grading and planting.
Applicant Name: Charlotte Storm Water Services, Jarrod J. Karl
Mailing Address: 600 East Fourth Street, Charlotte, NC 28202
Phone Number of Owner/Applicant: 704-432-0966
Street Address of Project: Between Browns Ave. and Edgewood Rd., Charlotte, NC
Waterway: UT's to Taggart Creek
Basin: Catawba River (HU# 03050103)
City: Charlotte
County: Mecklenburg
Decimal Degree Coordinate Location of Project Site: N351 14' 53", W80° 54' 10"
USGS Quadrangle Name: Charlotte West and Mountain Island Lake, NC, 1996
In an effort to restrain property owners from changing the natural channel area which is immediately
upstream of the Tuckaseegee Road culvert (Sheet 21A) and to provide for additional detention outside
of the main channel during 100-yr storm events, easement agreements have been prepared for nine (9)
parcels which restrict property owner rights and access to approximately 1.35 acres. In obtaining
these easements from the property owners in this area it came to our attention that Ms. Ophelia
Johnson at 1723 Browns Avenue has a wetland area in her backyard which will fall within the
proposed restrictive easement. This wetland is in decline and it is the City of Charlotte's intention
that we restore this area with native wetland plant species. Expected benefits of the work include
natural treatment of localized runoff to enhance water quality before the runoff reaches the main
channel at Tuckaseegee Road. Other benefits include the restoration and enhancement of a wetland
that will fall under City jurisdiction through the obtaining of easement agreements restraining property
owner access.
WWW.CWS-INC.NET
October 26, 2006
Mr. Alan Johnson
Page 2 of 3
Jurisdictional Determination
On August 4, 2006, CWS Biologists investigated on-site jurisdictional waters of the U.S. using the U.S.
Army Corps of Engineers (USACE) - Routine On-Site Determination Method. This method is defined in
the 1987 Corps of Engineers Wetlands Delineation Manual.' There is one jurisdictional wetland area
(Wetland DD) within the project limits. Routine On-Site Data Forms representative of Wetlands DD and
non jurisdictional upland areas are enclosed (DP1- DP2). Jurisdictional waters of the U.S. were
classified according to recent North Carolina Division of Water Quality (NCDWQ)z and USACE
guidance. CSWS is requesting written verification of Wetland DD (request for Jurisdictional
Determination Form enclosed).
The results of the on-site field investigation indicate that there is one jurisdictional wetland area
(Wetland DD) located within the project limits (Sheet 21A, enclosed). On-Site jurisdictional waters are
unnamed tributaries to Taggart Creek. Taggart Creek is within the Catawba River basin
(HU# 03050103)3 and is classified as "Class C" waters by the NCDWQ.
Wetland DD is located just downstream of Santee Street behind the residence at 1723 Browns Avenue
and is approximately 0.03 acre in size (Sheet 21A, enclosed). Dominant vegetation within this area
includes green ash (Fraxinus pennsylvanica), Chinese privet (Ligustrum sinense), soft stem rush
(Juncus effusus), various sedges (Carex and Cyperus spp.), silky dogwood (Corpus amomum),
Virginia creeper (Parthenocissis quinquefolia), and Japanese stilt grass (Microstegium vimineum).
This area exhibited low chroma soils (10YR 4/1), mottles (7.5YR 4/4), sediment deposits, and
saturation within the upper 12 inches of the soil profile. A Routine Wetland Determination Form
representative of Wetland DD is enclosed (DPI). Photographs of Wetland DD have been included as
Photographs A and B.
Revised Impacts to Jurisdictional Waters
Since the revised submittal in March of 2006, impacts have increased to include 0.009 acre of wetland
enhancement to include grading and plantings. Table 3 is a summary of total proposed wetland
impacts for the project including the impacts to Wetland DD. Please refer to the revised submittal to
reference impact sheets.
Table 1. Summary of Wetland Impacts including revised impact to Wetland DD.
Area Activity Impacts
linear feet (If) Sheet
No. permit
Wetland AA Pipe Extension - Marlene St. 0.009 acre 26 NWP 3
Wetland BB Sediment Excavation 0.07 acre 25,26 NWP 3
Wetland DD Wetland Grading and Planting 0.009 acre 21A NWP 3
Total 0.0799 acre
NWP No. 3 Impacts
Additional impacts under NWP No. 3 will include approximately 0.009 acre of grading to Wetland
DD. In order to maintain the existing wetland, the elevation and slope will remain the same. Grading
activities are limited to removing a rock and asphalt barrier that the property owner installed along the
1 Environmental Laboratory. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer Waterways
Experiment Station, Vicksburg, Mississippi.
Z North Carolina Division of Water Quality, 1999. Stream Classification Method. Version 2.0.
3 "HU#" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.
October 26, 2006
Mr. Alan Johnson
Page 3 of 3
channel in an attempt to confine the flow; and widening the channel 2' to 3' for a distance of
approximately 70'. Removal of the rock barrier wall and slight widening of the channel bottom will
result in a gentle swale for wetland plantings. The newly graded wetland area will be revegetated
using native species. Planting plan specifications are included on Sheet 21A.
Compensatory Mitigation
Total wetland impacts will remain under 0.10 acre. These additional activities will result in an overall
benefit to downstream water quality. CSWS is proposing no additional mitigation to that proposed in
the March 2006 submittal.
Please do not hesitate to contact Jarrod Karl at 704-432-0966 or [e-mail], should you
have any questions or continents regarding these findings.
?0 J. Karl
Charlotte Storm Water Services
regg C. Ant and ann, PWS
Principal Biologist
Enclosures: Sheets 21A - Revised Impacts
Request for Jurisdictional Determination Form
USACE Routine Wetland Determination Data Forms (DP 1- DP4)
Representative Photographs (A - B)
cc: Ms. Amanda Jones
Y:12005?PrcjectsMO5-1140 Edge wood NIP Pend Phase IrPermiUVWM13repatdoc
REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: October 26.2006
COUNTY Mecklenburg County. North Carolina TOTAL ACREAGE OF TRACT N/A Linear Tract
PROJECT NAME (if applicable) Edgewood Neighborhood Improvement Project
PROPERTY OWNER/APPLICANT (name, address and phone):
Charlotte Storm Water Services
POC: Mr. Jarrod Karl. at [phone]
600 East Fourth Street
Charlotte, North Carolina 28202
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
STATUS OF PROJECT (check one):
( ) On-going site work for development purposes
( X ) Project in planning stages
(Type of project: neighborhood improvementprdect )
( ) No specific development planned at present
( ) Project already completed
(Type of project: 1
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X) Proposed Impacts (Sheet 21A)
(X) Routine On-Site Data Forms (DPI-DP2)
(X ) Representative Photographs (A-B)
Signature of Prop Owner or
Authorized Agent
Mr. Jarrod J. Karl
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Edgewood Neighborhood Improvement Project Date: 08/04/06
Applicant: The City of Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Ron G. Johnson, WPIT and Matt Jenkins State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP1
If needed, explain on reverse.)
\11=r:FTATInN
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Fraxinus pennsvlvanica shrub FACW 9.
2. Ligustrum sinense shrub FAC 10.
3. Juncus effuses herb FACW+ 11.
4. Caret sp. herb 12.
5. Ctipenissp. herb - 13.
6. Cornus amomum shrub FACW+ 14.
7. Parthenocissis quinquefolia vine FAC 15.
8. Microstegium vimineum herb FAC+ 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
All of the dominant plant sp
ecies are FAC or wetter.
I4VnRnI n(w
Recorded Data (Describe in remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
_ Water Marks
Drift Lines
Field Observations: Sediment Deposits (on leaves)
-? Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: <12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland h drolo6 are resent.
datasheet Page 1 of 2 10/20/2006
SOILS
Map Unit Name
(Series and Phase): Enon sandy loam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic Ultic Ha ludalfs Confirm Mapped Type? Yes No
Profile Descri tion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10YR 4/1 7.5YR 4/3 many/distinct silt loam
Histosol Concretions
_
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
?Gleyed or Law-Chroma Colors Other (Explain in Remarks)
Remarks:
Indicators of h dric soils are resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Me No (Circle
Wetland Hydrology Present? No (Circle)
Hydric Soils Present? No Is this Sampling Point Within a Wetland? Ye No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2/92
datasheet Page 2 of 2 10/2012006
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Edgewood Neighborhood Improvement Project Date: 08/04/06
Applicant: The City of Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Ron Johnson, WPIT and Matt Jenkins State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: upland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP2
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species
1. Microstegium vimineum Stratum
herb Indicator
FAC+ Dominant Plant Species Stratum Indicator
9.
2. Vitus rotundifolia vine FAC 10.
3. Monts rubra shrub FACU 11.
4. Lonicera japonica vine FAC 12.
5. Rubus arutus herb FAC 13.
6. Ligustrum sinense shrub FAC 14.
7. Albizzia julibrissin shrub -- 15.
8. Ligastrum sinense shrub FAC 16.
Percent of Dominant Species that are OBL, FACW or FAC
86%
Remarks:
More than 50% of the dominant
plant s
pecies are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
_ Drift Lines
Field Observations: Sediment Deposits (on leaves)
_ Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: > 12 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
No indicators of wetland hydroloa are resent.
datasheet Page 1 of 2 10/20/2006
SOILS
Map Unit Name
(Series and Phase): Enon sandy loam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic Ultic Ha ludalfs Confirm Mapped Type? Yes No
Profile Descrition:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10YR 4/3 N/A N/A silt loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
No indicators of hvdric soils resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Ye No Wetland Hydrology Present? Yes RN (Circle)
Hydric Soils Present? Yes Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a non-jurisdictional upland area.
Approved by HQUSACE 2/92
datasheet Page 2 of 2 10/20/2006
Edgewood NIP Permit Modification
Nationwide Permit Nos 3 13, 39 Protect No. 2005-1140

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Photograph B. View of Wetland DD, facing upstream.
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Mr. Jarrod Karl
City of Charlotte Stormwater Services
600 East Fourth St., West
Charlotte, NC 28202
Subject: Edgewood Neighborhood Improvement Project
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
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
May 3, 2006, 2006
DWQ# 06-0465
Mecklenburg County

You have our approval, in accordance with the attached conditions and those listed below, to impact/fill
0.077 acre of wetland and 413 linear feet (If) (74 If ft, perennial) of an unnamed tributary to Taggart Creek in
order to conduct the subject stream work in Mecklenburg County, as described in your application received by
the Division of Water Quality (DWQ) on March 21, 2006. After reviewing your application, we have determined
that this project is covered by Water Quality General Certification Numbers 3494 and 3402, which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. The General Certifications allow you to use
Nationwide Permit Numbers 3 and 39 once they are 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 Certifications will expire when the associated 404 permits expire unless otherwise
specified in the General Certifications. 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. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality.
3. Continuing Compliance. The applicant (City of Charlotte) shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section 303(d)
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines
that such standards or laws are not being met (including the failure to sustain a designated or achieved use)
or that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
N?oy?`hCarolina
watura!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided
to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 1506 of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
c
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
MRO, Land Quality
Central Files
Greg Antemann
o?CF W ATF9QG
o Nii? -c
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
April 24, 2006
DWQ# 06-0465
Mecklenburg County
Mr. Jarrod Karl
City of Charlotte Stormwater Services
600 East Fourth St., West
Charlotte, NC 28202
Subject: Edgewood Neighborhood Improvement Project
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
You have our approval,. in accordance with the attached conditions and those listed below, to impact/fill
0.24 acre of wetland and 1943 linear feet (If) (74 If ft, perennial) of unnamed stream to Taggart Creek in order
to conduct the subject stream work in Mecklenburg County, as described in your application received by the
Division of Water Quality (DWQ) on March 21, 2006. After reviewing your application, we have determined
that this project is covered by Water Quality General Certification Numbers 3494 and 3402, which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetiands. The General Certifications allow you to use
Nationwide Permit Numbers 3 and 39 once they are 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 Certifications will expire when the associated 404 permits expire unless otherwise
specified in the General Certifications. 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. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401 /Wetlands Unit of the NC Division of Water Quality.
3. Continuing Compliance. The applicant (City of,Charlotte) shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section 303(d)
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines
that such standards or laws are not being met (including the failure to sustain a designated or achieved use)
or that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the. NPACarolina
)UMa!!y
North Carrlina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided
to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 1506 of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
MRO, Land Quality
Central Files
Greg Antemann
Q?c??oe?D
MAY a ?006
?" V
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
April 24, 2006
DWQ# 06-0465
Mecklenburg County
Mr. Jarrod Karl
City of Charlotte Stormwater Services
600 East Fourth St., West
Charlotte, NC 28202
Subject: Edgewood Neighborhood Improvement Project
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
You have our approval, in accordance with the attached conditions and those listed below, to impact/fill
0.24 acre of wetland and 1943 linear feet (If) (74 If ft, perennial) of unnamed stream to Taggart Creek in order
to conduct the subject stream work in Mecklenburg County, as described in your application received by the
Division of Water Quality (DWQ) on March 21, 2006. After reviewing your application, we have determined
that this project is covered by Water Quality General Certification Numbers 3494 and 3402, which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. The General Certifications allow you to use
Nationwide Permit Numbers 3 and 39 once they are 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 Certifications will expire when the associated 404 permits expire unless otherwise
specified in the General Certifications. 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. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401 /Wetlands Unit of the NC Division of Water Quality.
3
Continuing Compliance. The applicant (City of Charlotte) shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section 303(d)
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines
that such standards or laws are not being met (including the failure to sustain a designated or achieved use)
or that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying thNane Carolina
Naturally
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided
to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
MRO, Land Quality
Central Files
Greg Antemann
Re: 06-0465 City of Charlotte Edgewood Neighborhood Project
a _ _ . t'
Subject: Re: 06-0465 City of Charlotte Edgewood Neighborhood Project
From: Alan Johnson <[e-mail]>
Date: Fri, 19 May 2006 10:18:04 -0400
To: Laurie Dennison <laurie,[e-mail]>
look below the table (3 of 7).... it shows total wetlands (0.24 ac) ...then proposed
impacts (0.077 ac)... It is essentially not an impact ...so maybe that is why they
didn't list it in the table but still put it in the verbage.... anyhow..I wanted to
make sure they got the "approval" for the insignificant impact.
It confused me as well....
AJ
Laurie Dennison wrote:
I know Bev has gone around on this one with you, but we still have a question on
the approval letter impacts....
The PCN called for 413 if of stream ...no problem there with your follow up
letter of 5/3 (vs wrong if impact of 1943 in letter of 4/24)
Now, were do you get 0.077 acre of wetland approved since the PCN itself (page
3 of 7) does not note anything?
I looked at their Table 3 Summary of Proposed Impacts & they showed wetland AA as
0.009 & wetland BB as 0.07 = 0.079?
I don't go by their write ups...I set BIMS up by what is in the PCN
So, if you can shed some light on this so we can get it updated in BIMS correctly
& off my desk & filed, I'd surely appreciate it.
Thanks!
Laurie
Alan Johnson - [e-mail]
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
610 E. Center Ave., Suite 301
Mooresville, NC 28115
Ph: [phone] Fax: [phone]
1 of 1 5/22/2006 10:58 AM
re: 06-0465 City of Charlotte Edgewood Neighborhood Project
v s
Subject: re: 06-0465 City of Charlotte Edgewood Neighborhood Project
From: Laurie Dennison <[e-mail]>
Date: Wed, 17 May 2006 13:42:18 -0400
To: alan Johnson <[e-mail]>
I know Bev has gone around on this one with you, but we still have a question on
the approval letter impacts....
The PCN called for 413 if of stream ...no problem there with your follow up letter of
5/3 (vs wrong if impact of 1943 in letter of 4/24)
Now, were do you get 0.077 acre of wetland approved since the PCN itself (page 3 of
7) does not note anything?
I looked at their Table 3 Summary of Proposed Impacts & they showed wetland AA as
0.009 & wetland BB as 0.07 = 0.079?
I don't go by their write ups...I set BIMS up by what is in the PCN
So, if you can shed some light on this so we can get it updated in BIMS correctly &
off my desk & filed, I'd surely appreciate it.
Thanks!
Laurie
1 of 1 5/17/2006 1:42 PM
Triage Check List
Date: 3/23/06 Project Name:000harlotte Edgewood Neighborhood Proj
DWQ#: 06-0465
County: Mecklenburg
Alan Johnson, Mooresville Regional Office
To:
60-day Processing Time: 3/21/06 - 5/19/06
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!
?CF W A T ARP
?O G
O `W `C
Mr. Jarrod Karl
City of Charlotte Stormwater Services
600 East Fourth St., West
Charlotte, NC 28202
Subject: Edgewood Neighborhood Improvement Project
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
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
May 3, 2006, 2006
DWQ# 06-0465
Mecklenburg County

You have our approval, in accordance with the attached conditions and those listed below, to impact/fill
0.077 acre of wetland and 413 linear feet (If) (74 If ft, perennial) of an unnamed tributary to Taggart Creek in
order to conduct the subject stream work in Mecklenburg County, as described in your application received by
the Division of Water Quality (DWQ) on March 21, 2006. After reviewing your application, we have determined
that this project is covered by Water Quality General Certification Numbers 3494 and 3402, which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. The General Certifications allow you to use
Nationwide Permit Numbers 3 and 39 once they are 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 Certifications will expire when the associated 404 permits expire unless otherwise
specified in the General Certifications. 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. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality.
3. Continuing Compliance. The applicant (City of Charlotte) shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section 303(d)
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines
that such standards or laws are not being met (including the failure to sustain a designated or achieved use)
or that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
N?oy?`hCarolina
watura!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided
to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 1506 of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
c
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
MRO, Land Quality
Central Files
Greg Antemann
o?CF W ATF9QG
o Nii? -c
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
April 24, 2006
DWQ# 06-0465
Mecklenburg County
Mr. Jarrod Karl
City of Charlotte Stormwater Services
600 East Fourth St., West
Charlotte, NC 28202
Subject: Edgewood Neighborhood Improvement Project
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
You have our approval,. in accordance with the attached conditions and those listed below, to impact/fill
0.24 acre of wetland and 1943 linear feet (If) (74 If ft, perennial) of unnamed stream to Taggart Creek in order
to conduct the subject stream work in Mecklenburg County, as described in your application received by the
Division of Water Quality (DWQ) on March 21, 2006. After reviewing your application, we have determined
that this project is covered by Water Quality General Certification Numbers 3494 and 3402, which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetiands. The General Certifications allow you to use
Nationwide Permit Numbers 3 and 39 once they are 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 Certifications will expire when the associated 404 permits expire unless otherwise
specified in the General Certifications. 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. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401 /Wetlands Unit of the NC Division of Water Quality.
3. Continuing Compliance. The applicant (City of,Charlotte) shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section 303(d)
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines
that such standards or laws are not being met (including the failure to sustain a designated or achieved use)
or that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the. NPACarolina
)UMa!!y
North Carrlina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided
to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 1506 of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
MRO, Land Quality
Central Files
Greg Antemann
Q?c??oe?D
MAY a ?006
?" V
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
April 24, 2006
DWQ# 06-0465
Mecklenburg County
Mr. Jarrod Karl
City of Charlotte Stormwater Services
600 East Fourth St., West
Charlotte, NC 28202
Subject: Edgewood Neighborhood Improvement Project
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
You have our approval, in accordance with the attached conditions and those listed below, to impact/fill
0.24 acre of wetland and 1943 linear feet (If) (74 If ft, perennial) of unnamed stream to Taggart Creek in order
to conduct the subject stream work in Mecklenburg County, as described in your application received by the
Division of Water Quality (DWQ) on March 21, 2006. After reviewing your application, we have determined
that this project is covered by Water Quality General Certification Numbers 3494 and 3402, which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. The General Certifications allow you to use
Nationwide Permit Numbers 3 and 39 once they are 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 Certifications will expire when the associated 404 permits expire unless otherwise
specified in the General Certifications. 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. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401 /Wetlands Unit of the NC Division of Water Quality.
3
Continuing Compliance. The applicant (City of Charlotte) shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section 303(d)
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines
that such standards or laws are not being met (including the failure to sustain a designated or achieved use)
or that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying thNane Carolina
Naturally
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided
to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
MRO, Land Quality
Central Files
Greg Antemann

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200330867;868;869 County Mecklenburg
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: City of Charlotte, Att'n: Mr. Jarrod J. Karl
600 East Fourth St., le Floor
Charlotte,.NC 28202-2844
Telephone No.:
Size and Location of project (water body, road name/number, town, etc.):
Edgewood Neighborhood Improvement Project located in Charlotte approx. 1/2 mile NW of
the I-85 - Freedom Drive interchange.
Description of Activity:
(1) NWP 3 (Action ID. 2000330867) - Pipe extensions/replacements and riprap installation
impacting approx. 135 LF of intermittent, unnamed tributaries of Taggart Creek and 0.007
acre of wetland at Tuckaseegee Rd. and Cheshire Rd.; (2) NWP 13 (200330868) - Bank
stabilization activity on 135 LF of eroding unnamed tributary at Santee St.; (3) NWP 39
(Action ID 200330869) -'Installation of 120 LF of culvert on an unnamed trib. to Taggart
Creek.at Santee.Street. The purpose of the project is to reduce erosion.and flooding in the
Edgewood neighborhood.
MITIGATION: Will be accomplished through the enhancement of approx. 135 LF of
"important" intermittent stream channel `A'. Enhancement activities will include redefining
eroding banks, installing geotextile material, and installing live stakes of native plant species.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
3, 13, 39 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is
accomplished in strict accordance with the attached conditions and your submitted plans. If your activity is
subject to Section 404 (if Section 404 block above is checked); before beginning work, you must also receive a
Section 401 water quality certification from the N.C. Division of Water Quality, telephone, [phone].
For any activity `within the twenty coastal counties, before beginning work you must contact the N.C. "Division
of Coastal Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the
conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a
restoration order, and/or appropriate legal action.
? a
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or
Nationwide Permit, please contact the Corps Regulatory Official specified below.
Date July 3, 2003
Corps Regulatory Official Steve Chapin Telephone No. [phone]x5
Expiration Date of Verification July 3, 2005
cc: Carolina Wetland Services
CESAW Form 591
Revised July 1995

I .
Office Use Only: Fonn
Version April 2001 C
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A"
rather than leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project: Q W 12 D
® Section 404 Permit
? Section 10 Permit MAR 2 1 2006
® 401 Water Quality Certification oENR - WATER QUALITY
? Riparian or Watershed Buffer Rules WETLANDSAND STORMWATER BRANCH
2. Nationwide, Regional or General Permit Number(s) Requested:
Nationwide Permit Nos. 3 and 39 and Water Quality Certification Nos. 3376 and 3362
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: The City of Charlotte Contact: Mr. Darrin Peine, QEP
Mailing Address:600 East Fourth Street
Charlotte North Carolina 28202
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dpeinepei.charlotte.nc.us
2. Agent 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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 7
Ilk
f y
III. Project Information
1. Name of project: Edgewood Neighborhood Improvement Protect
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): multiple addresses
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): Edgewood
Directions to site (include road numbers, landmarks, etc.): From Charlotte, take I-
277 west merge onto Freedom Drive Exit via exit # IA toward US 29/NC 74.
Continue northwest on Freedom Drive for approximately 2.8 miles, and turn left
on Marlene Street.
5. Site coordinates, if available (UTM or Lat/Long) N3 50 14.9'and W800 54.1'
(Note - If project is linear, sudh as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this
application: The existing site is comprised mostly of maintained lawn, typical of an
urban residential environment with most of the proposed impact areas located in
undeveloped woods.
7. Property size (acres): N/A
8.' Nearest body of water (stream/river/sound/ocean/lake): Taggart Creek
9. River Basin: Catawba River
(Note - this must be one of North Carolina's seventeen designated major river
basins. The River Basin map is available at
htti)://h2o.enr.state.ne.us/admini'mays/.)
10
Describe the purpose of the proposed work:
The purpose of this project is to reduce erosion and flooding, thereby improving
water quality and preventing the loss of property. The City of Charlotte has
received complaints regarding the proposed channel work from neighboring
residents Several of the culverts scheduled to be replaced are undersized and
filled with sediment. This project is part of a larger Neighborhood Improvement
Project.
11. List the type of equipment to be used to construct the project: A trackhoe and
typical excavation equipment will be used for this project.
12. Describe the land use in the vicinity of this project: The land use surrounding the
project is mainly residential with undeveloped woods.
Page 2 of 7

IV. Prior Project History
No previous projects for this particular site are known.
V. Future Project Plans
There are no future project plans for this site
VI. Proposed Impacts to Waters of the United States/Waters of the State
Wetland Impact
Area of Impact Located within
100-year Distance to
Type of
Site Number Type of Impact* (acres) Floodplain** Nearest Stream Wetland***
(indicate on map) (yes/no) linear feet
( )
N/A
1. Wetland Impacts
* 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://ww,,v.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.)
List the total acreage (estimated) of existing wetlands on the property: 0.24
Total area of wetland impact proposed: 0.077 acre
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width of Perennial or
Site Number Type of Impact* Impact Stream Name** Stream Before Intennittent?
(indicate on (linear feet) Impact (please specify)
map)
IMPORTANT
Stream i
i 1441f UT of TAGGART 2 FEET INTERMITTENT
(Sheet 25 5) p
p
ng CREEK
IMPORTANT
Stream A
pipe extension
3 if UT of TAGGART
2 FEET
INTERMITTENT
(Sheet 24) CREEK
IMPORTANT
Stream
36 if UT of TAGGART
2 FEET
INTERMITTENT
(Sheet 24) rip rap CREEK
Stream A
Pipe extension
43 if UT of TAGGART 4 FEET PERENNIAL
(Sheet 22) CREEK
Stream A i 301f UT of TAGGART 4 FEET PERENNIAL
(Sheet 22) p rap
r CREEK
UNIMPORTANT
Stream B pipe extension 261f UT of TAGGART 2 FEET INTERMITTENT
(Sheet 21A) CREEK
Page 3 of 7
UNIMPORTANT
Stream B 28 If UT of TAGGART 2 FEET INTERMITTENT
(Sheet 21A) rip rap CREEK
IMPORTANT
Stream A temporary (regrading) 103 If UT of TAGGART 2 FEET INTERMITTENT
(Sheet 25) CREEK
* 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.,
wtivw.topozone.com, www.niapqucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Under NWP
Nos 3 and 39 approximately 413 if (2561f to Important streams, 54 if to
Unimportant streams and an additional 103 if of temporary grading impacts).
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean
and any other Water of the U.S. N/A
Open Water
Impact Area of
Name of Waterbody Type of Waterbody

d

Site Number Type of Impacts Impact
(acres)
(if applicable) , estuary,
(lake, pon
sound, bay, ocean, etc.)
(indicate on map)

N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation,
dredging, flooding, drainage, bulkheads, etc.
4. Pond Creation
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic,
trout pond, local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A
Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Page 4 of 7
a t
• Z
This Neighborhood Improvement Project was designed to minimize impacts to the
maximum extent. The minimal length of pipe to alleviate erosion and protect from
property loss and flooding is being proposed. This project is intended to provide water
quality benefit by reducing sedimentation of downstream channel segments.
VIII. Mitigation
1. Compensatory mitigation for this project will be accomplished through the
enhancement of approximately 103 linear feet of Important Intermittent Stream A.
Activities will include redefining banks, geotextile material, and bioengineering.
Bioen ngieering will include the installation of live stakes of native species. The
plantings will be monitored for a period of one year post construction. A detailed
planting plan is being developed and will be forwarded to your office when it is
complete.
2. Mitigation may also be made by payment into the North Carolina Wetlands
Restoration Program (NCWRP) with the NCWRP's written agreement. Check the
box indicating that you would like to pay into the NCWRP. Please note that
payment into the NCWRP must be reviewed and approved before it can be used to
satisfy mitigation requirements. Applicants will be notified early in the review
process by the 401/Wetlands Unit if payment into the NCWRP is available as an
option. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http:Hh2o.enr.state.nc.us/wrp/iiidex.httn. 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public
(federal/state/local) 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 the SEPA coordinator at [phone] to review current thresholds for
environmental documentation.
Yes ? No
Page 5 of 7
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 (DWQ Only)
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 (Meuse), 15A NCAC 2B .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. N/A
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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 213 .0242 or
.0260.
N/A
XI. Stormwater (DWQ Only)
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.
Page 6 of 7
Sources of nearby impervious cover include roads driveways and rooftops. This
project will involve widening the shoulder along several neighborhood streets to
accommodate curb, gutter, and sidewalks.
XII. Sewage Disposal (DWQ Only)
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.
XIII. Violations (DWQ Only)
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).
Construction is scheduled to begin immediately following receipt of the appropriate
hermits.
W
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7
REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: March 16.2006
COUNTY Mecklenburg County. North Carolina TOTAL ACREAGE OF TRACT N/A Linear Tract
PROJECT NAME (if applicable) Edgewood Neighborhood Improvement Proiect
PROPERTY OWNER/APPLICANT (name, address and phone):
Charlotte Storm Water Services
POC: Mr. Darrin Peine, at [phone]
600 East Fourth Street
Charlotte. North Carolina 28202
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
STATUS OF PROJECT (check one):
( )'On-going site work for development purposes
( X) Project in planning stages
(Type of project: neighborhood improvement project )
( ) No specific development planned at present
( ) Project already completed
(Type of project: )
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X) USGS 7.5-Minute Mountain Island Lake and Charlotte West, NC Quadrangles
(X) NRCS Mecklenburg County Soil Survey Sheet Nos. 3 and 6
(X) Approximate Jurisdictional Boundary Field Map (Figure 1)
(X) Impact Overview Figure (Figure 2)
(X) Proposed Impacts (Sheets 21A, 22, 24, 25 and 26)
(X) Originally Issued Nationwide Permit
(X) Pre-Construction Notification Pursuant to a Nationwide Permit Nos. 3 and 39
(X) NCDWQ Stream Classification Forms (SCPI-SCP3)
(X) USACE Stream Quality Assessment Worksheets (SCPI-SCP3)
(X) Routine On-Site Data Forms (DPI-DP4)
(X) Representative Photographs (A-D)
L 11. .
Signature of Property Owner or
Authorized Agent
Mr. Darrin Peine, QEP
NCDWQ Stream Classification Form SCP 1- Important Intermittent Stream A Kip J. Kerecman
Project Name: Edgewood Neighborhood Improvement Project River Basin: Catawba River County: Mecklenburg Evaluator(s): Tyler L. Burgess
DWQ Project Number. Nearest Named Stream: Taggart Creek Signature(s):
Date: April 30, 2003 USGS QUAD: Mountain Island Lake and Charlotte West, North Carolina Longitude: W80154' 11" Latitude: N35a 15' 1"
Location/Directions: From Charlotte take I-85 south to Freedom Drive. Go north on Freedom Drive turn left onto Marlene Street.
-PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional Judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used-
Primary Field Indicators: (Circle One Number Per Line)
i Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle Pool Sequence? ® 1 2 3
2) Is The USDA Texture In Streambed
_ ra
r) is There An Active (Or Relic)
II Hydrology Absent Weak Moderate Strong
1) Is There A Gruundwater
Flow/Discharge Present? 0 1 2 3
PRIMARYHYDROLOGYINDICA TOR POINTS: 1
.. r.......« we.,t- Mnderote Strnng
1 Are Fibrous Roots Present In Streambed? 3 2 1 0
2) Are Rooted Plants Present In Streambed? 3 2 1 0
3 Is Peri h on Present? 1 2 3
4) Are Bivalves Present? 1 2 3
PRIMARY BIOLOGY INDICATOR POINTS: 2
Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Head Cut Present In Channel? H 0.5 1 1.5
2) Is There A Grade Control Point In Channel? 0 0.5 ®I 1.5
3) Does Topography Indicate A
Natural Dmina e Way? 0 0.5
I S
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: 2
IL Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? L5 0.5 0
_
2 Is Sediment On Plants Or Debris Present? 0.5 1 1.5
3) Are Wrack Lines Present? 0.5 1 1.5
4) Is Water In Channel And >48 Hrs. Since 0 0®. I 1.5
Last Known Rain? (*NOTE: U'Ditch Indicated lit #9 Above Skip This Step And #5 Below* )
5) Is There Water In Channel During Dry 0 0.5 1.5
Conditions Or In Growing Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes I No=0
SECONDARYHYDROLOGYINDICA TOR POINTS. 4
c «_
III. Biolo
1 Are Fish Present? Assent ?veal: M
0.5 1 ?••
1.5
2 Are Amphibians Present? 0.5 l 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 I 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizing Bacteria%Fungus Present? 0.5 l LS
7) Is Filamentous Algae Present? 0.5 I 1.5
8) Are Wetland Plants in Streambed? SAV Mostly UBL MOStly VAt,vv inosuy rA? --1y rr+ . .g,,,t ...
(*NOTE. If Total Absence Of All Plants It Streambed 2 l 077 0.5 0
As 'Voted Above Skip This Step UNLESS SAV Present*)
SECONDARY BIOLOGY INDICATOR POINTS: 0.75
TOTAL POINTS (Primary + Secondary= 17.75 (If Greater Than Or Equal To 19 Paints The Stream Is At Least Intermittent)
9) Is A Continuous Bed & Bank Present? 0 1
(*NOTE If Bed & Bank Caused By Ditching And IVITHOUT Sinuosity Then Scare=O*) -
10) Is A 2n' Order Or Greater Channel (As Indicated
On Topo Man And/Or In Field) Present? Yes=3 NA
PRIMARY GEOMORPHOLOGYINDICA TOR POINTS: 8
r

NCDW O Stream Classification Form SCP 2 - Perennial Stream A Kip J. Kerecman
Project Name: Edgewood Neighborhood Improvement Project River Basin: Catawba River County: Mecklenburg Evaluator(s): Tyler L. Burgess
DWQ Project Number: Nearest Named Stream: Taggart Creek Signature(s):
Date: April 30, 2003 USGS QUAD: Mountain Island Lake and Charlotte West, North Carolina Longitude: W80° 54' 11" Latitude: N351 15' 1"
Location/Directions: From Charlotte take I-85 south to Freedom Drive. Go north on Freedom Drive turn left onto Marlene Street.
*PLEASE NOTE: If evaluator and landmvner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a non-made ditch and not a modified natural stream-this rating system should not be used*
Primarv Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
Floodplain Present? 0 l? 2 3
9) Is A Continuous Bed & Bank Present? 0 1 3
(*NOTE: If Bed & Bank Caused By DitchinQAnd WITHOUT Sinuosity Then Score=0*)
10) Is A 2vd Order Or Greater Channel (As Indicated
On Tono Map And/Or In Field) Present? Yes=3 No=O
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 12
11. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharee Present? 0 1 ? 3
PRIMARYHYDROLOGYINDICATOR POINTS: 2
Secondary Field Indicators: (Circle One M neber Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Head Cut Present In Channel? H 0.5 1 1.5
2) Is There A Grade Control Point In Channel? 0 0.5 1.5
3) Does Topography Indicate A
Natural Draina;e Way? 0 0.5 1.5
SECONDARY GEOMORPHOL OGY INDICA TOR POINTS., 2
II.Ilvdrologv Absent Weak Moderate Strong
1) Is This Year's (Or Last's) L.eaflitter
4) Is Water In Channel And >48 Hrs. Since 0 0.5 1 1©
Last Known Rain? (*NOTE. 11*Ditch Indicated lit #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0 0.5 © 1.5
Conditions Or In Growing Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1. No=O
SECONDARYHYDROLOGYINDICATOR POINTS: 6.5
.,.. utoto
1 Are Fish Present? -
0.5 , e
1 ou
1.5
2 Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizing BacteriaiFun us Present'? 0.5 1 1.5
7 Is Filamentous Algae Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly UBL Mostly FACW [Mostly FAC Mostly FACU Mostly UPL
(*NOTE. IJ'Total Absence OfAll Planets In Streambed 2 1 0.7 0.5 0
As Noted Above Skip This Step UNLESS SAV Present*).
SECONDARY BIOLOGY INDICATOR POINTS: 0.75
TOTAL POINTS (Primary +Secondary)= 30.25 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
PRIMARYBIOLOGYINDICA TOR POINTS: 7
.ti
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 09/13/2005 Project: Ed ewood NIP Phase II Latitude: N 35° 14'55"
Evaluator. RGJ and MLJ Site: SCP3 Longitude: W 80. 54113"
Iota) Points: Other Unimportant Intermittent
stream is at least intermittent 12.00 County: Mecklenburg e.g_ Quad Name: Stream B
if >_ 19 or perennial if is 30
A. Geomorphology (Subtotal = 7.5 Absent Weak Moderate Strong
1a. Continuous bed and bank 2. 0 1 2 3
2. Sinuosity i. 0 1 2 3
3. In-channel structure: riffle-pool sequence 0, 0 1 2 3
4. Soil texture or stream substrate sorting 1. 0 1 2 3
5_ Activetrelic floodplain I. 0 1 2 3
6. Depositional bars or benches 0, 0 1 2 3
7. Braided channel 0, 0 1 2 3
8. Recent alluvial deposits i. 0 1 2 3
9 a Natural levees 0, 0 1 2 3
10. Headcuts 0. 0 1 2 3
11. Grade controls 0. 0 0.5 1 1.5
12. Natural valley or drainageway 1, 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence. 0.
No = 0
Yes= 3
Man-made ditches are not rated: see discussions in manual
14.•Groundwater floWdischarge - 0. 0 1 2 3
15_ Water in channel and > 48 hrs since rain, or
Water in channel -- d or rovA season 0. 0 1 2 3
16. Leaflitter 0. 1.5 1 0.5 0
17. Sediment on plants or debris 0, 0 0.5 1 1.5
18. Organic debris lines or piles (VVrack lines) 0, 0 0.5 1 1.5
19_ Hydric soils (redoximorphic features) present? 0. No = 0 Yes= 1 5
f- ?:. .... i?..ti+,...,? - A nn 1
roots in channel 2. 3 2 1 0
plants in channel 2, 3 2 1 0
0.
FCrayfish 0 0.5 1 1.5
0. 0 1 2 3
. s0. 0 0.5 1 1.5
25_ Amphibians 0. 0 0.5 1 1.5
26. Nlacrobenthos (note diversity and abundance) 0, 0 0.5 1 1.5
27. Filamentous algae; penphyton 0. 0 1 2 3
28. Iron oxidizing bacteriaffungus. 0. 0 0.5 1 1.5
29 1". Wetland plants in streambed 0.0 FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence or uplana plants, item zi iocuses on me presence vi dyuduu u wcuam a plama.
Sketch:
Notes` (use back side of this form for additional notes.)
4.t
i i
INTERMITTENT CHANNEL
EVALUATION FORM
SCP I - Important Intermittent Stream A
ACTION ID: APPLICANT NAME: The City of Charlotte DATE: April 30, 2003
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): Channel Piping
WATERBODY/RIVER BASIN: Taggart Creek COUNTY/CITY: Mecklenburg/Charlotte
RECENT WEATHER CONDITIONS: No rain within 48 hours; 70 degrees
P SP NP Observation Comments or Descri tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding
X Algae And/Or Fungus (water quality function) Green algae
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetation

X Channel Substrate
(i.e. gravel, cobble, rock, coarse sand)
Rip rap
X Riparian Canopy Present SP =h 50% closure) Maintained Lawn
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel 2' ordinary high water width

X Wetlands Adjacent to/Contiguous with Channel
(Discontinue)
Upstream
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A See s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H dro h tic Vegetation in/adjacent to channel Juncus eusus, Panicum s p.
Important To Domestic Water Supply? Y / NO
Does Channel Appear On A Quad Or Soils Map? @/ N Approx. Drainage Area: Approximately 37 Acres
Detennination:
? Perennial Channel (stop) ® Important Channel: approximately 1,000 LF PROJECT MGR. Initials
® Intermittent Channel (proceed) ? Unimportant Channel: LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
? Ditch Through Upland (no jd) Evaluator's Signature:
P=Present SP=Strongly Present NP=Not Present
Kip J. Kerecman
t 3
1?1?1
INTERMITTENT CHANNEL
EVALUATION FORM
SCP 2 - Perennial Stream A
ACTION ID: APPLICANT NAME: The City of Charlotte DATE: April 30, 2003
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): Channel Piping
WATERBODY/RIVER BASIN: Taggart Creek COUNTY/CITY: Mecklenburg7Charlotte
RECENT WEATHER CONDITIONS: No rain within 48 hours; 68 degrees
P SP NP Observation Comments or Dqs tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding
X Algae And/Or Fungus water quality function) Green algae/ iron oxidizing bacteria
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
X Federally Protected S ecies Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetation

X Channel Substrate
(i.e. gravel, cobble, rock, coarse sand)
Coarse sand to rira
X Riparian Canopy Present (SP =/> 50%o closure) Salix ni a, Acer nibmn7
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel 4' ordinary high water width

X Wetlands Adjacent to/Contiguous with Channel
(Discontinue)
Upstream
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A See s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H dro h tic Vegetation in/adjacent to channel Salix ni a, Carex s p.
Important To Domestic Water Supply? Y / NO
Does Channel Appear On A Quad Or Soils Map? @/ IV Approx. Drainage Area: Approximately 150 Acres
Detennination:
® Perennial Channel (stop) ? Important Channel: LF PROJECT MGR. Initials
? Intermittent Channel (proceed) ? Unimportant Channel: LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
? Ditch Through Upland (no jd) Evaluator's Signature:
P=Present SP=Strongly Present NP=Not Present Kip J. Kerecman

OFFICE USE ONLY: USAGE AID# DWQ #
SCB3 - Unimportant Intermittent Stream B
a , S'C'REAM QUALITY ASSESSMENT WORKSHEET 1. Applicant's Name: CSWS 2. Evaluator's Name: Ron Johnson and Matt Jenkins
3. Date of Evaluation: 9/13/05 4. Time of Evaluation: 12:30 pm
5. Name of Stream: UT to Taggert Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 10 acres 8. Stream Order: First
9. Length of Reach Evaluated: 1501f 10. County: Catawba
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, travel south on Interstate 277 (1-277)/
John Belk Frwy. Merge onto Freedom Drive via Exit IA toward US-29 After approximately 3 miles turn left onto Marlene Street.
Marlene Street become Santee Street. Drive to dead end.
12. Site-Coordinates (if known): N 35°14'55" W 80°54'13"
13. Proposed Channel Work (if any): give construction
14. Recent Weather Conditions: no rain within the past 48 hours
15. Site conditidns at time of visit: sunny 85 degrees
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters - Nutrient Sensitiv6 Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 100 % Residential , _% Commercial _% Industrial _% Agricultural
% Forested _% Cleared / Logged % Other
21. Bankfull Width: 2-3' 22. Bank Height (from bed to top of bank): 3-4'
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%S
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 27 Comments:
Evaluator's Signature Irate 21101-0,4
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05103. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP3 - Unimportant Intermittent Strew B
POINT
ECOREGION RANGE
. SCORE'
CHARACTERISTICS Coastal` Piedmont ii-'Iountain

1 Presence of flow/ persistent. pools in.stream:
0-5
0-4
0-5
0
(no flow or saturation _ 0; strong flow = max points)

2 Evidence ofpasthuman alteration
0-6
0-5
0-5
2
(extensive alteration = O; no alteration = max points)
Riparian zone 0-6 0- 4 0-5 1
(no buffer= 0; contiguous, wide buffer= max points)

4 Evidence of'nutrient ` or chemical discharges
0-5
O-4
0-4
4
(extensive discharges = 0; no discharges = max points)

5 Groundwater discharge
_
0-3
0-4
0-4
0
?' (no discharge = 0; springs, seeps, wetlands, etc_ = max points) < .
6 Presence of adjacent floodplain 0-4 0-4 0-2 1
>4 (no floodplain = 0, extensive floodplain = max points)
_
7 Entrenchment / floodplain access
.
0 - 5
0-4
0-2
2
p freque-ntflooding = max points)
(deeply entrenched = 0;

3 Presence of adjacent wetlands
0-6
0-4
0-2
0
(no wetlands = 0; large adjacent wetlands = max points)

9 Channel sinuosity
0 - 5
0 - 4 `
0 - 3
1
(extensive channelization = 0; natural meander = max points)

10 Sediment input
0-5
0-4
0 -4
1
('extensive deposition= 0; little or no sediment = max.points)

11 Size & diversity of channel bed substrate.
-
_NA*
0-4
0-5
1
(fine, homogenous = 0; large, diverse sizes = max points)

I2 Evidence of channel incision or widening
0 - 5
0 - 4
0 - 5
2
}. (deeply incised = 0; stable bed & banks = max points)

1' Presence of major bank failures
0-5
0 - 5
0-5
a (severe erosion = 0; no erosion, stable banks = max points)

14 Root depth and density on ban"
=
0-3
0 - F
0-5
2
max points)
no visible roots= 0; dense roots throughout

15 Impact by agriculture or livestock production
0-5
0-4
0-5
4
(substantial impact =0; no evidence = max points)
16 Presence of riffle-poollripple-pool complexes 0-3 0 - 5' 0-6 0
(no riffles/ripples or pools = 0; well-developed = max points)
d
17 Habitat complexity
0-6
0-6
0-6
0
.. (little or no habitat = 0; frequent, varied habitats = max points)

18 Canopy coverage over streambed

0-5

0-5

0-5

2
? (no shading vegetation = 0; continuous canopy = max points)
19 Substrate embeddedness NIA* 0-4 0-4 1
(deeply embedded = 0; loose structure = max)

?0 Presence of stream invertebrates
O-4
0-5
0-5
0
(no evidence = 0; common, numerous types = max points)

?1 Presence of amphibians
0-4
0-4
0-4
0
Q (no e,. idence = 0: common, numerous types = max points)
C Presence of fish 0-4 0-4 0-4 0
M (no evidence = 0: common numerous tyypes = max paints)
Evidence of wildlife use
0-6
0-5
0_5
0
(no evidence= 0: abundant evidence = max points)
Total Points Possible 100 100 100
TOTAI. SCORE. (also enter on first page) 27-
* These characteristics are not assessed in coastal streams.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Ed ewood Neighborhood Improvement Project Date: 04/30/03
Applicant: The City of Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Kip Kerecman and Tyler Burgess State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: Wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DPI
If needed, explain on reverse.
VFr.FTATInN
Dominant Plant Species
1. Liguidambarsryraciflua Stratum Indicator
tree FAC+ . Dominant Plant Species Str um Indicator
9.
2. Smilaxrotundfolia vine FAC 10.
3. Cornusflorida tree FACU 11.
4. Toxicodendron radicans vine FAC 12.
5. Liriodendron tulipifera tree FAC r 13.
6. Acer rubrum tree FAC 14.
7. Carya glabra tree FACU 15.
8. Rosa multiflora shrub UPL 16.
Percent of Dominant Species that are OBL, FACW or FAC
63%
Remarks:
More than 50% of the domina
nt plant species are F
AC or wetter,
uvnRni nrv
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
X Water Marks
Drift Lines
Field Observations: X Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 2 (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: <12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydrology are p resent.
datasheet Page 1 of 2 2/912006
SOILS
Map Unit Name
(Series and Phase): Enon fine sandy loam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic "tic Ha ludalfs Confirm Mapped Type? Yes No
Profile Des ri ti :
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12" A 5Y 511 N/A N/A sandy loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Indicators of hydrie soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Ye No (Circle)
Wetland Hydrology Present? Ye No (Circle)
Hydric Soils Present? Ye No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data oint is representative of a Jurisdictional wetland area
Approved by HQUSACE 2/92
datasheet Page 2 of 2 219/2006
I K
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Ed ewood Neighborhood Improvement Project Date: 04/30/03
Applicant: The City of Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Kip Kerecman and Tyler Burgess State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: Wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP2
If needed, explain on reverse.
VEGETATION
Dominant Plant Species
1. Liquidambar styraciflua Stratum
tree Indica r
FAC+ Dominant Plant Species
9. Ligistrum sinense Stratum
shrub Indicator
FAC
2. Smilax rotundifolia vine FAC .10. Alnus serrulata shrub FACW
3. Corncis. lorida tree FACU 11. Elaeagnus umbellata shrub --
4. Toxicodendron radicans vine FAC 12. Ulmus rubra tree FAC
5. Liriodendron ttdipifera tree FAC 13.
6. Acer rubrum tree FAC 14.
7. Carya glabra tree FACU 15.
8. Rosa multiflora shrub UPL 16.
Percent of Dominant Species that are OBL, FACW or FAC
73%
Remarks:
More than 50% of the dominant plant s
pecies are FAC or wetter.
I-IYnRnLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
X Water Marks
Drift Lines
Field Observations: X Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 0-4 (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: <12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydrology are p resent.
datasheet
Page 1 of 2
2/9/2006
?t

SOILS
Map Unit Name
(Series and Phase): Enon fine sandy loam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic Ultic Ha ludalfs Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12" B 10YR 4/1 5YR4/6 Many/Prominent Sandy Clay Loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Indicators of hydric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Ye No (Circle)
Hydric Soils Present? Ye No Is this Sampling Point Within a Wetland? Ye No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2/92
datasheet
Page 2 of 2
2/9/2006
1- _
K
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Ed ewood Neighborhood Improvement Project Date: 04/30/03
Applicant: The City of Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Kip Kerecman and Tyler Burgess State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: upland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP3
If needed, explain on reverse.
VEGETATION
Dominant Plan Species Stratum
1. Magnolia tripetala tree Indicator
FAC Dominant Plant Species ratum Indicator
9.
2. Smilax rotundifolia vine FAC 10.
3. Cornusflorida tree FACU 11.
4. Toxicodendron radicans vine FAC 12.
5. Liriodendron adiptfera tree FAC 13.
6. Acer n1brum tree FAC 14.
7. Carya glabra tree FACU 15.
8. Ligustrum sinense shrub FAC 16.
Percent of Dominant Species that are OBL, FACW or FAC
75%
Remarks:
More than 50% of the dominant plant s
pecies are FAC or wetter.
NvnRni nr;;v
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
Saturated in Upper 12 Inches
_ Water Marks
Drift Lines
Field Observations: _
Sediment Deposits (on leaves)
_ Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _
Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: > 12" (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
No indicators of wetland hydrology are resent
datasheet
Page 1 of 2
2/9/2006

SOILS
Map Unit Name
(Series and Phase): Enon fine sandy loam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic Ultic Ha ludalfs Confirm Mapped Type? Yes No

Profile Descri tion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2" A 10YR 311 N/A N/A Clay Loam
3-12" B 10YR 4/8 N/A N/A Clay Loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
No indicators of hydric soils present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Ye No (Circle
Wetland Hydrology Present? Yes RN (Circle)
1Hydric Soils Present? Yes Is this Sampling Point Within a Wetland? Yes No
Approved by HQUSACE 2192
datasheet
Page 2 of 2
2/9/2006
.,.

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Ed ewood Neighborhood Improvement Project Date: 05/08/03
Applicant: The City of Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Kip Kerecman State: NC
Do Normal Circumstances exist.on the site? Ye No Community ID: wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP4
If needed, explain on reverse.
VEGETATION
Dominant Pan Species
1. Liquidambarstyraci lua Stratum
tree Indic or
FAC+ Dominant Plant Species
9. Juncus e/fusus Stratum
herb Indica
FACW
2. Smilax rotundtfolla vine FAC 10. Panicum sp. herb --
3. Celtis laevigata tree FACW 11. Carex sp. herb --
4. Toxicodendron radicans vine FAC 12. Rubus argunts vine FAC
5. Liriodendron tulipifera tree FAC 13. Peltandra virginica herb OBL
6. Acerrubnim tree FAC 14. Tiliaheterophylla tree --
7. Eleagnus umbellata shrub - 15.
8. Platanus occidentalis tree FACW 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50° of the dominant plant s
ecies are FAC o wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
X Water Marks
Drift Lines
Field Observations: X Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 2 (in.) Secondary- Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydrology are p resent.
datasheet
Page I of 2
2/9/2006

s_ Y
SOILS
Map Unit Name
(Series and Phase): Enon fine sandy loam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic Ultic Hapludalfs Confirm Mapped Type? Yes No
Profile Descr' tiorr
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-3" A 10YR4/2 N/A N/A Clay loam
4-12" B 5Y7/1 2.5YR4/8 Few/Prominent Clay loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Indicators of hydric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? AYes No (Circle)
Wetland Hydrology Present? No (Circle)
Hydric Soils Present? No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2/92
datasheet
Page -1 of 2
2/9/2006
1 ,
Edgewood NIP Phase II
Nationwide Permit Nos 3 13 39 Project No. 2005-1140
Photograph A. View of Perennial Stream A, facing downstream.
Photograph B. View of Unimportant Intermittent Stream B, facing downstream.
r "
-r
Edgewood NIP Phase It
Nationwide Permit Nos. 3, 13, 39 Protect No. 2005-1140

/I 'A
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?' ?! .A ?C'*&myFy ?u. as x. %5 e? .ate ,r i q!
K.. l?
t r

F ? 7 f •i
y ?

Photograph D. View of Wetland BB, facing southwest.
Photograph C. View of Wetland AA, facing Marlene Street.
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550 E WESTINGHOUSE BLVD.
CHARLOTTE, NC 28273
1. 704-527-1177 (v)
Cara!ina Welland Services 704-527-1133 (fax)
March 16, 2006 r,
Ms. Amanda Jones
U.S. Army Corps. of Engineers ?/;Z,?
151 Patton Avenue f ' ?1 D
Asheville, NC 28801 D
MAR 2 1 2006
aNIt WATER
Subject: Request for Modification to Original PCN WEIIRQSAMST ^ LI i
Edgewood Neighborhood Improvement Project
Charlotte, North Carolina
City of Charlotte Project No. 512-01-059
Carolina Wetland Services Project No. 2005-1140
Action ID Nos. 200330867; 868; 869
The Edgewood Neighborhood Improvement Project is located in Charlotte, North Carolina,
approximately 1l/2 mile northwest of the I-85 - Freedom Drive interchange (Figure 1, enclosed). The
purpose of this project is to replace existing storm water infrastructure, reduce erosion and flooding,
and install curb, gutter, and sidewalks within the Edgewood Neighborhood. Charlotte Storm Water
Services (CSWS) has contracted Carolina Wetland Services, Inc. (CWS) to provide Section 404/401
permitting services for this project. The permit for this NIP was originally issued on July 3, 2003
(Action ID Nos. 200330867, 200330868, 200330869, for NWP Nos. 3, 13 and 39, respectively. Since
the original submittal, the plans for this project have been revised to include additional work in
jurisdictional waters. In addition, culverts cannot be buried as originally stated due to several
construction constraints.
Applicant Name: Charlotte Storm Water Services, Darrin Peine
Mailing Address: 600 East Fourth Street, Charlotte, NC 28202
Phone Number of Owner/Applicant: 704-336-7605
Street Address of Project: Between Browns Ave. and Edgewood Rd., Charlotte, NC
Waterway: UT's to Taggart Creek
Basin: Catawba River (HU# 03050103)
City: Charlotte
County: Mecklenburg
Decimal Degree Coordinate Location of Project Site: N351 14' 53", W80° 54' 10"
USGS Quadrangle Name: Charlotte West and Mountain Island Lake, NC, 1996
Current Land Use
The current land use for the site and the surrounding area is residential. Dominant canopy vegetation
consists of sweetgum (Liquidambar styraciua), tulip poplar (Liriodendron tulipifera), red maple
(Acer rubrum), white oak (Quercus alba), and sycamore (Platanus occidentalis). Dominant
understory vegetation consists of poison ivy (Toxicodendron radicans), autumn olive
(Eleagnus umbellata), and box elder (Acer negundo). According to the Soil Survey of Mecklenburg
Countyl, on-site soils consist of Cecil sandy clay loam (Ceb2), Cecil-Urban land complex (CuB),
Enon sandy loam (EnB), and Monacan soils (MO)2. Cecil and Enon soils are well drained and exhibit
slow to moderate permeability, while Monacan soils are somewhat poorly drained and exhibit high
water capacity.
1 United States Department of Agriculture, 1980. Soil Survey of Mecklenburg County, North Carolina.
2 NRCS Hydric Soils of North Carolina, December 15, 1995.
WWW.CWS-INC.NET
March 16, 2006
Ms. Amanda Jones
Page 2 of 6
Jurisdictional Determination
From April 30 to May 8, 2003, and September 13, 2005, CWS Biologists investigated on-site
jurisdictional waters of the U.S. using the U.S. Army Corps of Engineers (USACE) - Routine On-Site
Determination Method. This method is defined in the 1987 Corps of Engineers Wetlands Delineation
Manual .3 There are three jurisdictional wetland areas (Wetlands AA - CC) within the project limits.
Routine On-Site Data Forms representative of Wetlands AA - CC and non jurisdictional upland areas
are enclosed (DP 1- DP4). Jurisdictional waters of the U.S. were classified according to recent North
Carolina Division of Water Quality (NCDW& and USACE guidance. NCDWQ Stream Classification
Forms and USACE Stream Quality Assessment Worksheets for Streams A and B are enclosed
(SCP1- SCP3). CSWS is requesting written verification of Streams A and B and Wetlands AA-CC
(request for Jurisdictional Determination Form enclosed).
The results of the on-site field investigation indicate that there are two jurisdictional stream channels
(Streams A and B) and three jurisdictional wetland areas (Wetlands AA - CC) located within the project
limits (Figure 1, enclosed). On-Site jurisdictional waters are unnamed tributaries to Taggart Creek.
Taggart Creek is within the Catawba River basin (HU# 03050103)5 and is classified as "Class C" waters
by the NCDWQ.
Table 1. Summarv of On-Site Jurisdictional Areas.
Jurisdictional Approximate Approximate
Area Classifi
Classification Acreage (ac.) Length (If)
Important 1,000 if
Stream A Intermittent

Perennial -- 233 if
Stream B Unimportant 0.03 ac. 7101f
Intermittent
Wetland AA Forested Wetland 0.009 ac. --
Wetland BB Forested Wetland 0.07 ac. --
Wetland CC Herbaceous 0.16 ac. --
Wetland
Total 0.27 ac 1,943 if
Stream A begins from a pipe outfall at the Santee Street crossing and generally flows southwest across
the site (Figure 1, enclosed). Approximately 1,000 if of the upstream portion of Stream A was
evaluated to be Important Intermittent. This portion of Stream A exhibited an average ordinary high
water width of 2 feet and channel substrate ranging from sand to gravel (SCP1, enclosed). Important
Stream A scored 17.75 out of a possible 71 points on the NCDWQ Stream Classification Form and
has a drainage area of approximately 37 acres.
Stream A transitions into a Perennial channel west of the Cheshire Road crossing and continues to
flow southwest across the site for approximately 400 linear feet (Figure 1, enclosed). Perennial
Stream A exhibited persistent flow, moderate sinuosity, an average ordinary high water width of 3
feet, and substrate consisting of sand to large cobbles (SCP2, enclosed). This portion of Stream A
scored 30.25 out of a possible 71 points on the NCDWQ Stream Classification Form and has a
3 Environmental Laboratory. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer Waterways
Experiment Station, Vicksburg, Mississippi.
4 North Carolina Division of Water Quality, 1999. Stream Classification Method. Version 2.0.
5 "HU#" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.
t
i ..
w
March 16, 2006
Ms. Amanda Jones
Page 3 of 6
drainage area of approximately 150 acres. A photograph of Perennial Stream A is enclosed as
Photograph A.
Stream B flows from the southern end of Santee Street until its confluence with Perennial Stream A
(Figure 1, enclosed). Stream B was evaluated to be unimportant intermittent and exhibited a
continuous bed and bank, substrate consisting of silt to gravel, and average ordinary high water width
of 2-3 feet (SCP3, enclosed). Unimportant Intermittent Stream B scored 12 out of a possible 71 points
on the NCDWQ Stream Classification Form and 27 out of 100 possible points on the USACE Stream
Quality Assessment Worksheet. A photograph of Unimportant Intermittent Stream B is enclosed as
Photograph B.
Wetland AA is located in the eastern portion of the site, just east of Marlene Street and is
approximately 0.01 acre in size (Figure 1, enclosed). Dominant vegetation within this area includes
sweetgum (Liquidambar styraciua), red maple (Ater rubrum), poison ivy (Toxicodendron radicans),
and catbriar (Smilax rotundifolia). This wetland area exhibited low chroma soils (5Y 511), inundation
to 2 inches, drainage patterns, and saturation within the upper 12 inches of the soil profile. A Routine
Wetland Determination Form representative of Wetland AA is enclosed (DP1). A photograph of
Wetland AA is enclosed as Photograph C.
Wetland BB is located in the eastern portion of the site, between Marlene Street and Santee Street and
is approximately 0.07 acre in size (Figure 1, enclosed). Dominant vegetation within this area includes
sweetgum (Liquidambar styraciua), red maple (Ater rubrum), poison ivy (Toxicodendron radicans),
red elm (Ulmus rubra), and tag alder (Alnus serrulata). This area exhibited low chroma soils (10YR
4/1), mottles (5YR 4/6), inundation to 4 inches, and saturation within the upper 12 inches of the soil
profile. A Routine Wetland Determination Form representative of Wetland BB is enclosed (DP2). A
photograph of Wetland BB is enclosed as Photograph D.
Wetland CC is located in the south-central portion of the site, along a sewer right-of-way, just west of
Stream A and is approximately 0.16 acre in size (Figure 1, enclosed). Dominant vegetation within this
area includes sweetgum (Liquidambar styraciua), red maple (Ater rubrum), poison ivy
(Toxicodendron radicans), sycamore (Platanus occidentalis), soft stem rush (Juncus effusus), and
green arrow arum (Peltandra virginica). This area exhibited low chroma soils (5Y 7/1), mottles
(2.5YR 4/8), inundation to 2 inches, sediment deposits, and saturation within the upper 12 inches of
the soil profile. A Routine Wetland Determination Form representative of Wetland CC is enclosed
(DP4).
Purpose and Need for the Project
The purpose of this project is to reduce erosion and flooding, thereby improving water quality and
preventing the loss of property. The City of Charlotte has received complaints regarding property
erosion and flooding from neighboring residents. The majority of the culverts within this
neighborhood are undersized and experiencing severe sedimentation. In addition to the existing storm
water inputs from surrounding residential areas, the widening of Freedom Drive to a five-lane road
will increase flows through this portion of the neighborhood increasing the likelihood of additional
property loss. This project intends to improve existing infrastructure to current City standards and is a
component of a larger project to improve the Edgewood Neighborhood. Work will include culvert
replacement, excavation, bank stabilization, and the installation of curb, gutter, and sidewalks.
Avoidance and Minimization
This Neighborhood Improvement Project was designed to minimize impacts to jurisdictional areas to
the maximum extent. The minimal length of pipe to alleviate erosion and protect from property loss
March 16, 2006
Ms. Amanda Jones
Page 4 of 6
and flooding is being proposed. Portions of Stream A will be left open and will be excavated to match
the downstream pipe invert. This project is intended to provide water quality benefits by reducing
sedimentation of downstream channel segments. In an effort to minimize the use of rip rap, each
crossing was studied to determine if an apron is required. Table 2 is a listing of all of the culverts and
the velocity at the outlet. City standards require the use of an apron for pipes having a greater velocity
than 4 feet per second (fps) unless site conditions indicated a need. All of these crossings exceed this
minimum with the exception of the 30" RCP at 1417 Santee Street. This pipe requires rip rap due to
the existing scour along this channel and in order to stabilize the banks from future erosion.
Table 2. Culvert Outlet Velocities
Culvert Location and Size Velocity (fps)
Cheshire 2 - 24" RCP (C1 - C4) 9.71 fps
Cheshire 3 - 54" RCP (C5 - C8) 13.2 fps
Santee - 54" RCP (C 19 - C24) 7.19 fps
Marlene - 38"x 60" Ellip. (E1 - E3) 10.58 fps
Tuckseegee - 7'x4' 5.96 fps
1417 Santee 30" RCP 3.49 fps
Proposed Impacts to Jurisdictional Waters
Since the original submittal, impacts show an increase of 36 liner feet of new pipe and 92 linear feet
of rip rap apron. The original issued NWP has been enclosed. An overview figure showing the total
impact has been enclosed (Figure 2). Table 3 is a summary of proposed impacts for the project.
Table 3• Summa of Pro osed Im acts.
Area Activity Impacts
linear feet (If) Sheet
No. Permit
Stream A - Important Channel Piping - Santee St. 144 If 25 NWP 39
Intermittent
Stream A - Important Channel Grading - Santee St. 103 if 25 NWP 3
Intermittent
Stream B - Unimportant Rip Rap - Santee St. Driveway 28 if 21A NWP 3
Intermittent
Stream B - Unimportant Pipe Extension - Santee St. 261f 21A NWP 3
Intermittent Driveway
Stream A - Important Pipe Extension - Cheshire Ave. 3 If 24 NWP 3
Intermittent
Stream A - Important Rip Rap - Cheshire Avenue 361f 24 NWP 3
Intermittent
Stream A - Perennial Pipe Extension - Tuckaseegee Rd. 43 if 22 NWP 3
Stream A - Perennial Rip rap - Tuckaseegee Rd. 301f 22 NWP 3
Wetland AA Pipe Extension - Marlene St. 0.009 acre 26 NWP 3
Wetland BB Sediment Excavation 0.07 acre 25,26 NWP 3
March 16, 2006
Ms. Amanda Jones
Page 5 of 6
NWP No. 39 Impacts
Under NWP No. 39 approximately 144 linear feet of Important Intermittent Stream A will be piped
(Figure 2, enclosed). Piping will include upgrading and extending a culvert to re-route storm water
away from the residence located at 1319 Santee Street (Sheet 25, enclosed). This activity is intended
to alleviate flooding complaints.
NWP No. 3 Impacts
Activities under NWP No. 3 within on-site jurisdictional waters of the U.S. will involve culvert
replacements and extensions, as well as stream bank stabilization and excavation (Figure 2, enclosed).
Impacts to on-site wetland areas include excavating sediments and filling approximately 0.08 acre of
wetlands (Wetlands AA and BB). These impacts are necessary to accommodate the replacement of
culverts under Santee Street and Marlene Street and are illustrated on Sheets 25 and 26.
The existing culvert under Cheshire Avenue will also be replaced and result in an additional 39 linear
feet of impacts to Important Intermittent Stream A, including pipe extension and an associated rip rap
apron (Sheet 24, enclosed). Approximately 73 linear feet of Stream A will be impacted at the
Tuckaseegee Road culvert. These impacts include 43 linear feet of pipe extension and an associated 30
linear foot rip rap apron (Sheet 22, enclosed). The existing 70 linear feet of 18" RCP located under the
driveway at 1417 Santee Street will be replaced by 93 linear feet of 36"RCP. This replacement will also
include a 28 linear foot rip rap apron at the new outfall (Sheet 21A, enclosed). This activity is necessary
to alleviate flooding at 1417 Santee Street during a two year storm event.
In addition to the culvert replacements, approximately 103 linear feet of Stream A will be stabilized
through the use of geotextile material and bioengineering (Sheet 25, enclosed). These channel
improvements are necessary fix erosion and stabilize the channel immediately upstream of this
culvert.
The culverts at Chesire Avenue and Tuckaseegee Road will not be buried. There is a sanitary sewer
under the proposed culvert at Tuckaseegee Road. If the culvert invert was lowered one foot and the
bottom slab thickness increased to 10" from 8" (for the new culvert size), there would be a maximum
2" clearance over the sanitary sewer. CMU requests a one foot clearance. The Tuckaseegee culvert is
classified as a pipe system because it is not a straight, continuous run of pipe. It has a substantial 45
degree bend. Pipe systems are not buried because the changes in alignment (in this case a bend) are
prone to blockage by tree limbs and debris. This problem would be exacerbated by a natural channel
bottom. The natural channel bottom encourages sediment to accumulate in the bend, thus restricting
the culvert flow area and increasing the frequency of blockages. The natural channel bottom also
gives limbs, etc., a place to embed themselves, which reduces the chances that they will move out of
the culvert naturally with the next heavy rainfall. If this culvert was buried, it would likely result in a
constant maintenance issue for the City. In addition to blockages, this culvert is fairly deep
(approx. 12' from the road to the invert) and is under a very busy road, and therefore, not easily
accessible for maintenance crews.
The Cheshire Avenue culvert is classified as a pipe system because it is not a straight, continuous run
of pipe. It has three pipe segments, two catch basins and a sideline pipe. We do not bury pipe
systems because of the changes in alignment, the two catch basins have both horizontal and vertical
alignment changes, are prone to blockage by tree limbs and other debris. This problem would be
exacerbated by a natural channel bottom. The natural channel bottom encourages sediment to
accumulate where there are changes in alignment. The natural channel bottom also gives limbs, etc., a
place to embed themselves, which reduces the chances that they will move out of the culvert naturally
March 16, 2006
Ms. Amanda Jones
Page 6 of 6
with the next heavy rainfall. This culvert system would become a constant maintenance issue for the
city.
Compensatory Mitigation
As discussed on March 6, 2006 with Darrin Peine, compensatory mitigation for this project will be
accomplished through the enhancement of approximately 103 linear feet of Important Intermittent
Stream A. Activities will include redefining banks, geotextile material, and bioengineering.
Bioengineering will include the installation of live stakes of native species. The plantings will be
monitored for a period of one year post construction.
Please do not hesitate to contact Darrin Peine at 704-336-7605 or [e-mail], should
you have any questions or comments regarding these findings.
De'?M' C
.Gregg C. Antemann, rwS
Darrin Peine, QEP Principal Biologist
Charlotte Storm Water Services
Enclosures: USGS 7.5' Charlotte West and Mountain Island Lake, NC Topographic Quadrangles
NRCS Mecklenburg County Soil Survey
Figure 1. Wetland Boundary Survey
Figure 2. Impact Overview Figure
Sheets 21A, 22, 24, 25 and 26 - Proposed Impacts
Original Issued NW? Nos. 3 and 39
Pre-Construction Notification Pursuant to a Nationwide Permit Nos. 3 and 39
Request for Jurisdictional Determination Form
NCDWQ Stream Classification Forms (SCP1-SCP3)
USACE Intermittent Channel Evaluation Forms (SCP1 and SCP2)
USACE Stream Quality Assessment Worksheet (SCP3)
USACE Routine Wetland Determination Data Forms (DP 1- DP4)
Representative Photographs (A - D)
cc: File
y.=5U'roj@dSs 1005.1140 EdW ood NIP Per mdrg Phew 11PertnM0974WP13rep -doc
Fduewnnd NIP Phase H 1A0 A ??Ub
7.5 Minute Topographic Map Series, Mountain Island Lake and Charlotte West, North Carolina, dated 1996.
Approximate Scale 1" = 2000'
Image Courtesy of the U.S. Geological Survey
Edgewood NIP Phase II
Nationwide Permit Nos. 3 13, 39 Pro'ect No. 2005-1140
NRCS Soil Survey of Mecklenburg County, North Carolina, Sheet Nos. 3 and 6, dated 1980.
Approxhnate Scale I"= 2000'
Soil Survey Courtesy of the USDA-NRCS

47
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200330867;868;869 County Mecklenburg
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: City of Charlotte, Attn: Mr. Jarrod J. Karl
600 East Fourth St., 14`h Floor
Charlotte,.NC 28202-2844
Telephone No.:
Size and Location of project (water body, road namelnumber, town, etc.):
Edgewood Neighborhood Improvement Project located in Charlotte approx. 1/2 mile NW of
the I-85 - Freedom Drive interchange.
Description of Activity:
(1) NWP 3 (Action ID. 2000330867) - Pipe extensions/replacements and riprap installation
impacting approx. 135 LF of intermittent, unnamed tributaries of Taggart Creek and 0.007
acre of wetland at Tuckaseegee Rd. and Cheshire Rd.; (2) NWP 13 (200330868) - Bank
stabilization activity on 135 LF of eroding unnamed tributary at Santee St.; (3) NWP 39
`(Action ID 200330869) - Installation of 120 LF of culvert on an unnamed trib. to Taggart.
Creek at Santee.Street. The purpose of the project is to reduce erosion.and flooding in the
Edgewood neighborhood.
MITIGATION: Will be accomplished through the enhancement of approx. 135 LF of
"important" intermittent stream channel `A'. Enhancement activities will include redefining
eroding banks, installing geotextile material, and installing live stakes of native plant species.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
3, 13, 39 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is
accomplished in strict accordance with the attached conditions and your submitted plans. If your activity is
subject to Section 404 (if Section 404 block above is checked); before beginning work, you must also receive a
Section 401 water quality certification from the N.C. Division of Water Quality, telephone; [phone].
For any activitywithin the twenty coastal counties, before beginning work you must contact the N.C. "Division
of .Coastal Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the
conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a
restoration order, and/or appropriate legal action.
f
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or
Nationwide Permit, please contact the Corps Regulatory Official specified below.
Date July 3, 2003
Corps Regulatory Official Steve Chapin Telephone No. [phone]x5
Expiration Date of Verification July 3, 2005
cc: Carolina Wetland Services
CF.SAW Fotm 591
Revised July 1995
E'

Office Use Only: Fonn
Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A"
rather than leaving the space blank.;
I. Processing ??J
V
1. Check all of the approval(s) requested for this project: MAR 7 2006
® Section 404 Permit 1)f N ft - WAVER QUALITY
E`•W-9'_twat!ATfi
F-1 Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
Nationwide Permit Nos. 3 and 39 and Water Quality Certification Nos. 3376 and 3362
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Naive: The City of Charlotte, Contact: Mr. Darrin Peine, QEP
Mailing Address:600 East Fourth Street
Charlotte. North Carolina 28202
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dpeine(Rci.charlotte.nc.us
2. Agent 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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 7

III. Project Information
1. Name of project: Edgewood Neighborhood Improvement Project
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): multiple addresses
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): Edgewood
Directions to site (include road numbers, landmarks, etc.): From Charlotte, take I-
277 west merge onto Freedom Drive Exit via exit # IA toward US 29/NC 74.
Continue northwest on Freedom Drive for approximately 2.8 miles, and turn left
on Marlene Street.
5. Site coordinates, if available (UTM or Lat/Long) N3 50 14.9'and W800 54.1'
(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. Describe the existing land use or condition of the site at the time of this
application: The existing site is comprised mostly of maintained lawn, typical of an
urban residential environment, with most of the proposed impact areas located in
undeveloped woods.
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Taggart Creek
9. River Basin: Catawba River
(Note - this must be one of North Carolina's seventeen designated major river
basins. The River Basin map is available at
/.)
htti)://h2o.enr.state.ne.us/admin/maps
10. Describe the purpose of the proposed work:
The purpose of this project is to reduce erosion and flooding, thereby improving
water quality and preventing the loss of property. The City of Charlotte has
received complaints regarding the proposed channel work from neighboring
residents. Several of the culverts scheduled to be replaced are undersized and
filled with sediment. This project is part of a larger Neighborhood Improvement
Project.
11. List the type of equipment to be used to construct the project: A trackhoe and
typical excavation equipment will be used for this project.
12. Describe the land use in the vicinity of this project: The land use surrounding the
project is mainly residential with undeveloped woods.
Page 2 of 7
s?
IV. Prior Project History
No previous projects for this particular site are known.
V. Future Project Plans
There are no future project plans for this site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
Wetland Impact
Area of Impact Located within
100-year Distance to
Type of
Site Number Type of Impact* (acres) *
Floodplain Nearest Stream Wetland***
(indicate on map) (yes/no) (linear feet)
N/A
1. Wetland Impacts
* 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 htq)://www.+'eiiia.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.)
List the total acreage (estimated) of existing wetlands on the property: 0.24
Total area of wetland impact proposed: 0.077 acre
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width of Perennial or
Site Number Type of Impact* Impact Stream Name** Stream Before Intermittent?
(indicate on (linear feet) Impact (please specify)
map)
IMPORTANT
Stream A piping 144 if UT of TAGGART 2 FEET INTERMITTENT
(Sheet 25) CREEK
IMPORTANT
Stream A pipe extension 3 if UT of TAGGART 2 FEET INTERMITTENT
(Sheet 24) CREEK
IMPORTANT
Stream A rip rap 36 if UT of TAGGART 2 FEET INTERMITTENT
(Sheet 24) CREEK
Stream A pipe extension 43 If UT of TAGGART 4 FEET PERENNIAL
(Sheet 22) CREEK
Stream A i 30 if UT of TAGGART 4 FEET PERENNIAL
(Sheet 22) r
p rap CREEK
UNIMPORTANT
Stream B pipe extension 26 if UT of TAGGART 2 FEET INTERMITTENT
(Sheet 21A) CREEK
Page 3 of 7
f?
1
_y
UNIMPORTANT
Stream B rip rap 28 if UT of TAGGART 2 FEET INTERMITTENT
(Sheet 21A) CREEK
IMPORTANT
Stream A
A
temporary (regrading)
103 if UT of TAGGART
2 FEET
INTERMITTENT
(Sheet CREEK
* 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.us rs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g.,
wtivw.topozone.com, www,mapciucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Under NWP
Nos. 3 and 39 approximately 413 if (256 if to Important streams, 54 if to
Unimportant streams and an additional 103 if of temporary grading impacts).
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean
and any other Water of the U.S. N/A
Open Water
Impact Area of
Name of Waterbody Type of Waterbody
Number *
Type of Impact Impact (if applicable) pond, estuary,
(lake,
(acres) sound, bay, ocean, etc.)
(indicate on ma)

N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation,
dredging, flooding, drainage, bulkheads, etc.
4. Pond Creation
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic,
trout pond, local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A
Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Page 4 of 7
r?
j-
This Neighborhood Improvement Project was designed to minimize impacts to the
maximum extent. The minimal length of pipe to alleviate erosion and protect from
property loss and flooding is being proposed. This protect is intended to provide water
quality benefit by reducing sedimentation of downstream channel segments.
VIII. Mitigation
1. Compensatory mitigation for this project will be accomplished through the
enhancement of approximately 103 linear feet of Important Intermittent Stream A.
Activities will include redefining banks, geotextile material, and bioengineering.
Bioengineering will include the installation of live stakes of native species. The
plantings will be monitored for a period of one year post construction. A detailed
planting plan is being developed and will be forwarded to your office when it is
complete.
2. Mitigation-may also be made by payment into the North Carolina Wetlands
Restoration Program (NCWRP) with the NCWRP's written agreement. Check the
box indicating that you would like to pay into the NCWRP. Please note that
payment into the NCWRP must be reviewed and approved before it can be used to
satisfy mitigation requirements. Applicants will be notified early in the review
process by the 401/Wetlands Unit if payment into the NCWRP is available as an
option. For additional information regarding the application process for the
NCWRP, check the NCWRP website at httT)://h2o.eiir.state.ne.us/wi-p/index.litm. 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public
(federal/state/local) 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 the SEPA coordinator at [phone] to review current thresholds for
environmental documentation.
Yes ? No
Page 5 of 7

X.
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
Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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 (Meuse), 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. N/A
Zone* Impact Multiplier Required
(square feet) Miti ation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
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.
Stormwater (DWQ Only)
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.
Page 6 of 7
AS f
Sources of nearby impervious cover include roads driveways and rooftops. This
project will involve widening the shoulder along several neighborhood streets to
accommodate curb, gutter, and sidewalks.
XII. Sewage Disposal (DWQ Only)
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.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes E] 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).
ate
Construction is scheduled to begin immediately following receipt of the appropri
permits

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7

REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: March 16.2006
COUNTY Mecklenburg County. North Carolina TOTAL ACREAGE OF TRACT N/A Linear Tract
PROJECT NAME (if applicable) Edgewood Neighborhood Improvement Project
PROPERTY OWNER/APPLICANT (name, address and phone):
Charlotte Storm Water Services
POC: Mr. Darrin Peine, at [phone]
600 East Fourth Street
Charlotte, North Carolina 28202
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
STATUS OF PROJECT (check one):
( )'On-going site work for development purposes
( X) Project in planning stages
(Type of project: neighborhood improvement project )
( ) No specific development planned at present
( ) Project already completed
(Type of project: )
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X ) USGS 7.5-Minute Mountain Island Lake and Charlotte West, NC Quadrangles
(X) NRCS Mecklenburg County Soil Survey Sheet Nos. 3 and 6
(X) Approximate Jurisdictional Boundary Field Map (Figure 1)
(X) Impact Overview Figure (Figure 2)
(X) Proposed Impacts (Sheets 21A, 22, 24, 25 and 26)
(X) Originally Issued Nationwide Permit
(X) Pre-Construction Notification Pursuant to a Nationwide Permit Nos. 3 and 39
(X) NCDWQ Stream Classification Forms (SCP l-SCP3)
(X) USACE Stream Quality Assessment Worksheets (SCP1-SCP3)
(X) Routine On-Site Data Forms (DP 1-DP4)
(X) Representative Photographs (A-D)
lr?&A,W Y Pt? -
Signature of Property Owner or
Authorized Agent
Mr. Darrin Peine, QEP
r
y.
NCDWO Stream Classification Form SCP 1- Important Intermittent Stream A Kip J. Kerecman
Project Name: Edgewood Neighborhood Improvement Project River Basin: Catawba River County: Mecklenburg Evaluator(s): Tyler L. Burgess
DWQ Project Number: Nearest Named Stream: Taggart Creek Signature(s):
Date: April 30, 2003 USGS QUAD: Mountain Island Lake and Charlotte West, North Carolina Longitude: W80'54' I I" Latitude: N35° 15' 1"
Location/Directions: From Charlotte take I-85 south to Freedom Drive. Go north on Freedom Drive turn left onto Marlene Street.
*PLEASE NOTE: Ifevaluator and landowner agree that the feature is a man-wade ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used-
Primary Field Indicators: (Circle One Number Per Line)
I Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? ® 1 2 3
2) Is The USDA Texture In Streambed r,
5) Is There An Active (Or Relic)
II Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 2 3
PRhI/ARYHYDROLOGYINDICATOR POINTS: 1
Al.-t Weir Mnderate Strong
1 Are Fibrous Roots Present In Streambed? 3 2 1 0
2) Are Rooted Plants Present In Streambed? 3 2 1 0
3 Is Peri h ton Present? l 2 3
4) Are Bivalves Present? 1 2 3
PRIi1IARY BIOLOGYINDICA TOR POINTS: 2
Secondary Field Indicators: (Circle One Number Per Line)
I Geomorphology Absent Weak Moderate Strong
1) Is There A Head Cut Present In Channel? ® 0.5 1 1.5
2) Is There A Grade Control Point In Chanel? 0 0.5 1.5
3) Does Topography Indicate A
Natural Drainage Way? 0 0.5 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 2
H. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5 0.5 0
4) Is Water In Channel And >48 Hrs. Since 0 0© I 1.5
Last Known Rain? (*NOTE- It'Ditch Indicated In #9 Above Skip This Step And #5 Below*)
5) Is There Water In Charmel During Dry 0 0.5 Ql 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1 No=O
SECONDARY HYDROLOGY INDICATOR POINTS: 4
I %a .. A......?.. Ct..
Ill. ISIOIq°
1 Are Fish Present?
0.5
1 "'
1.5
2 Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizing Bacteria/Fun us Present? 0.5 1 1.5
7) Is Filamentous Algae Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBI. Mostly PAL W Mostly tAk- Mostly I' Ai.U nlosny Uri.
(*NOTE. If Tptal Absence Of All Plants In Streambed 2 1 0.7 0.5 0
As Noted Above Skip This Step UNLESS SAY Present*)
SECONDARYBIOLOGYINDICA TOR POINTS: 0.75
TOTAL POINTS (Primary + Secondary)= 17.75 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE: I(Bed & Bank Caused By Ditchine And WITHOUT Sinuosity Then Score=0*)
10) Is A 2nd Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present? Yes=3 No?
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 8
NCDWO Stream Classification Form SCP 2 - Perennial Stream A Kip J. Kerecman
Project Name:_ Edgewood Neighborhood Improvement Project River Basin: Catawba River County: Mecklenburg Evaluator(s): Tyler L. Burgess
DWQ Project Number: Nearest Named Stream: Taggart Creek Signature(s):
Date: April 30, 2003 USGS QUAD: Mountain Island Lake and Charlotte West, North Carolina Longitude: W80154' 11" Latitude: N351 15' 1"
Location/Directions: From Charlotte take 1-85 south to Freedom Drive. Go north on Freedom Drive turn left onto Marlene Street.
*PLEASE NOTE: If evaluator and landolvner agree that the feature is a man-made ditch, then use of this foren is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primarv Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 ®1 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain? 0 1 3
3) Are Natural Levees Present? ® 1 2 3
4) Is The Channel Sinuous? 0 1 ® 3
5) Is There An Active (Or Relic)
Floodplain Present? 0 ®1 2 3
7 Are Recent Alluvial Deposits Present? 0 1 3
8) Is There A Bankfull Bench Present? 0 1 3
9) Is A Continuous Bed & Bank Present? 0
(*NOTE: If Bed & Bank Catered By Ditchinz And WITHOUT Sinuosity Then Score=0*) 1 3
10) Is A 2' Order Or Greater Channel (As Indicated
On Topo.Map And/Or In Field) Present? Yes=3
No fa
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 12
IL Hydrology
Absent
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharge Present?
0
1
®
3
PRI,VARYHYDROLOGYINDICA TOR POINTS: 2
111. Biolo_w
Absent
Weak
Moderate
Strong
1 Are Fibrous Roots Present In Streambed? 2 1 0
2) Are Rooted Plants Present In Streambed? 2 1 0
3) Is Periphyton Present? 0 H 2 3
4) Are Bivalves Present? ® 1 2 3
PRIMARY BIOLOGY INDICATOR POINTS: 7
Secondarv Field Indicators: (Circle One Number Per Line)
1. Geomorphology

Absent

Weak

Moderate

Strong
1) Is There A Head Cut Present In Channel? © 0.5 1 1.5
2) Is There A Grade Control Point In Channel? 0 0.5 1.5
3) Does Topography Indicate A
Natural Drainage Way?
0
0.5
?l
1.5
SECONDARY GEOJIORPHOL OGY INDICA TOR POINTS:
IT. Hydrology 2
Absent
Weal:
Moderate
Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed?
L?
1
0.5
0
2 Is Sediment On Plants Or Debris Present? 0 03 1 1.5
3) Are Wrack Lines Present? 0 0. 1 1.5
4) Is Water In Charnel And >48 Hrs. Since
Last Known Rain? (*NOTE. II'Ditch Indicated lit #9 Above Skip 0
This Step And #5 Below*) 0.5 1 1©
5) Is There Water In Channel During Dry
Conditions Or In Growing Season)? 0 0.5 Qt 1.5
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1. No=O
SECONDARY HYDROLOGY INDICATOR POINTS. 6.5
Ill. VIUIU'
1 Are Fish Present? J 1 YY CA lY"
0.5 1 IVUCCaIC JIrU11?
1.5
2 Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? I 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizing Bacteria/Fungus Present? 0.5 1 1.5
7 Is Filamentous Almae Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBI, Mostly FAC W Mostly FAC Mostly FACU Mostly UPI,
(* NOTE: If Total Absence Of All Plants Lt Streambed 2 1 0.7 0.5 0
As Noted Above Skip This Step UNLESS SAY Present*).
SECONDARY BIOLOGY INDICATOR POINTS: 0.75
TOTAL POINTS (Primary +Secondarv)= 30.25 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 09/13/2005 Project. Ed ewood NIP Phase II Latitude: N 35° 14' 55"
Evaluator. RGJ and MLJ Site: SCP3 Longitude: W 80° 54' 13"
Total Points: Other Unimportant Intermittent
Stream is at least intermittent county: Mecklenburg e.g. Quad Name: Stream B
if> 19 or perennial ifi: 30
A. Geomorphology (Subtotal =__1.5__j Absent Weak Moderate Strong
1a. Continuous bed and bank 21 0 1 2 3
2 Sinuosity 11 0 1 2 3
3. In-channel structure: riffle-pool sequence 0, 0 1 2 3
4. Soil texture or stream substrate sorting IS 0 1 2 3
5. Activelrelic floodplain I. 0 1 2 3
6. Depositional bars or benches 0. 0 1 2 3
7. Braided channel 0, 0 1 2 3
8. Recent alluvial deposits 1. 0 1 2 3
9 a Natural levees 0, 0 1 2 3
10. Headcuts 01 0 1 2 3
11. Grade controls 0. 0 0.5 1 1.5
12- Natural valley or drainageway 1. 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or MRCS map or other documented
evidence. 0.
No = 0
Yes= 3
Man made ditches are not rated; see discussions in manual
M Lt...-1.?.fr.r.•. FCC r1-.1--+ 1- n S Z
14.•Groumhvater floWdischarge - 0. 0 1 2 3
15- Water in channel and > 48 hrs since rain, or
Water in channel -- d or growing season 0. 0 1 2 3
16. Leaf lter 0. 1.5 1 0.5 0
17. Se&rnent on plants or debris 0.( 0 0.5 1 1.5
18- Organic. debris lines or piles (Wrack lines) 0. 0 0.5 1 1.5
19- Hydric soils (redoximorphic features) present? 0, No = 0 Yes= 1.5

20?_ Fibrous roots in channel 2.0 3 2 1 0
Zf . Rooted plants in channel 2. 3 2 1 0
22_ Crayfish 0. 0 0.5 1 1.5
23_ Bivafves 0. 0 1 2 3
24. Fish 0, 0 0.5 1 1.5
25- Amphibians 0. 0 0.5 1 1.5
26. Macrabenthos (note diversity and abundance) 0, 0 0.5 1 1.5
27. Filarrten us algae; periphyton 0. 0 1 2 3
28. Iran oxidizi bacterialfungus. 0. O 6.5 1 1.5

* plants in streambed 0.0
293. VV
FAG= 0.5; FACW= 0.75; OK=1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence or uptana prams, aem zd wwse5 on rna pleSQn:C W a4uau6 u wcaaiw V4alrra-
Sketch:
Notes. (use back side of this form for additional notes-)
F?
IRM-
INTERMITTENT CHANNEL
EVALUATION FORM
SCP 1- Important Intermittent Stream A
ACTION ID: APPLICANT NAME: The City of Charlotte DATE: April 30, 2003
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): Channel Piping
WATERBODY/RIVER BASIN: Taggart Creek COUNTY/CITY: Mecklenburg/Charlotte
RECENT WEATHER CONDITIONS: No rain within 48 hours; 70 degrees
P SP NP Observation Comments or Descri tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding
X Algae And/Or Fungus (water quality function) Green algae
X Wildlife Channel Use (i.e. tracks, feces, shells, others)

X
Federally Protected Species Present (Discontinue) r
X Riffle/Pool Structure
X Stable Streambanks Vegetation

X Channel Substrate
(i.e. gravel, cobble, rock, coarse sand)
Rip rap
X Riparian Canopy Present (SP =/> 50% closure) Maintained Lawn
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel 2' ordinary high water width

X Wetlands Adjacent to/Contiguous with Channel
(Discontinue)
Upstream
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A Seeps/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H dro h tic Vegetation in/adjacent to channel Juncus effirsus, Panicum s p.
Important To Domestic Water Supply?
Does Channel Appear On A Quad Or S
Determination:
? Perennial Channel (stop)
® Intermittent Channel (proceed)
Y /O
oils Map? @/ N Approx. Drainage Area: Approximately 37 Acres
® Important Channel: approximately 1,000 LF PROJECT MGR. Initials
? Unimportant Channel: LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
? Ditch Through Upland (no jd) Evaluator's Signature:
P=Present SP=Strongly Present NP=Not Present Kip J. Kerecman
q;
t i
INTERMITTENT CHANNEL
EVALUATION FORM
SCP 2 - Perennial Stream A
ACTION ID: APPLICANT NAME: The City of Charlotte DATE: April 30, 2003
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): Channel Piping
WATERBODY/RIVER BASIN: Taggart Creek COUNTY/CITY: MeeklenburgICharlotte
RECENT WEATHER CONDITIONS: No rain within 48 hours, 68 degrees
P SP NP Observation Comments or Dq tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding
X Algae And/Or Fungus (water quality function) Green algae/ iron oxidizing bacteria
X Wildlife Channel Use (i.e. tracks, feces, shells, others)

X u
Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetation

X Channel Substrate
(i.e. gravel, cobble, rock, coarse sand)
Coarse sand to rip rap
X Riparian Canopy Present (SP =/> 50% closure) Safix ni a, Acer nibrum
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel 4' ordinary high water width

X Wetlands Adjacent to/Contiguous with Channel
(Discontinue)
Upstream
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A See s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present
X Wrack Material or Drift Lines
X H dro hytic Vegetation in/adjacent to channel Salix nigra, Carer s p.
Important To Domestic Water Supply? Y / NN
Does Channel Appear On A Quad Or Soils Map? @/ N Approx. Drainage Area: Approximately 150 Acres
Determination:
® Perennial Channel (stop) ? Important Channel: LF PROJECT MGR. Initials
? Intermittent Channel (proceed) ? Unimportant Channel: LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
? Ditch Through Upland (no jd) Evaluator's Signature:
P=Present SP=Strongly Present NP=Not Present Kip J. Kerectnan
a;
.. .............. ... . .. .. ... . .......... .... ... .... .... ..
OFFICE USE ONLY: USACE AID# DWQ #
SCP3 - Unimportant Intermittent Stream B
STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: CSWS 2. Evaluator's Name: Ron Johnson and Matt Jenkins
3. Date of Evaluation: 9/13/05 4. Time of Evaluation: 12:30 pm
5. Name of Stream: UT to Taggert Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 10 acres 8. Stream Order: First
9. Length of Reach Evaluated: 150 if 10. County: Catawba
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, travel south on Interstate 277 (I-277)/
John Belk Frwy. Merge onto Freedom Drive via Exit lA toward US-29. After approximately 3 miles turn left onto Marlene Street.
Marlene Street become Santee Street. Drive to dead end.
12. Site-Coordinates (if known): N 35°14'55" W 80°54'13"
13. Proposed Channel Work (if any): pipe construction
14. Recent Weather Conditions: no rain within the past 48 hours
15. Site conditidns at time of visit: sunny 85 degrees
16'. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 100 % Residential _% Commercial _% Industrial Agricultural
_% Forested % Cleared / Logged _% Other ( )
21. Bankfull Width: 2-3' 22. Bank Height (from bed to top of bank): 3-4'
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) _Ntoderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 27 Comments:
Evaluator's Signature Date Z /U 4 -4
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05103. To Comment, please call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET
SCF3 - Unimportant Intermittent Stream B -
ECOREGION.POINT RANGE
SCONE
ri CHARACTERISTICS Coastal Piedmont Mountain

1 Presence of flow /persistent pools in stream-
_
0-5
0-4
0-5 `
0.
(no flow. or saturation= 0; strong flow = max points)
Evidence of past human alteration
0-6
0-5
0-5
2
(extensive alteration = 0; no alteration= max points)
Riparianzone 0-6 0-4 0-5 1
(no buffer= 0; contiguous, wide buffer= max points)
Evidence of nutrient` or chemical discharges
0 - 5
0 - 4
0 - 4
4
(extensive discharges = 0; no discharges = max points)

5 Groundwater discharge
0-3
0-4
0-
0
(no discharge = 0; springs, seeps,. wetlands, etc.. = max points)
6 Presence of adjacent floodplain 0-4 0-4 0-2 1
(no floodplain = 0; extensive floodplain.=. max points)

7 Entrenchment! floodplain access

5
0 -

- 4

-
2

2
(deeply entrenched= 0; frequent' flooding = max points)
8 Presence of adjacent wetlands 0-6 0-4 0-2 0
(no wetlands = 0;. large adjacent wetlands= max. points)
9 Channel sinuosity 0- 0-4 0-3 1
(extensive channelization = 0; natural meander = .max points)

10 Sediment input
0-5
0-4
0-4
1
('extensive deposition= 0;. little or no sediment= max.points)

11 Size & diversity of channel bed substrate ;
NA
0-4
0-5
1
(fine, homogenous = 0; large, diverse sizes,= max points)

1 Evidence of channel incision or widening
0-5
0-4
0-5
2
(deeply incised = 0; stable bed & banks = max points) .

1' Presence of major bank failures
0-5
0-5
0-5
(severe erosion = 0;. no erosion, stable banks = max points)

?
r 14 Root depth and density on banks
0-3
0-?
0-5
2
F„ (no visible roots = 0; dense roots throughout = max points)

15 Impact by agriculture or livestock production
0-5
0-4
0-5
4
(substantial impact =0; no evidence = max points)
16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 0
F (no rifflesiripples or pools = 0; well-developed = max points)
Q
1 Habitat complexity
6
0-6
0-6
0
F (little or no habitat = 0- Sequent, varied habitats max points) -
9C
Q
13 Canopy coverage over streambed
- 5
0-5
0-5
2
. (no shading vegetation = 0; continuous canopy = max points)

19 Substrate embeddedness
NA^'
0-4
0-4
1
(deeply embedded= 0; loose structure = max)
j
I
20 Presence of stream invertebrates
0-4
0-5
0-5
0
(no evidence = 0; common, numerous types = max points)
{ 1 Presence of amphibians 0-4 0-4 0-4 0
(no evidence = 0;' common. numerous types = max points)
22 Presence of fish y 0-4 0-4 0-4 0
M (no evidence= 0; common. numerous types = max points)
Evidence of wildlife use 0-6 0-5 0-5 0
(no evidence = 0; abundant evidence = max points)
Total Points Possible 100 100 I 100
TOTAL SCORE. (also enter on first page) 27-
'" These characteristics are not assessed in coastal streams.

. DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Edgewood Neighborhood Improvement Project Date: 04/30/03
Applicant: The City of Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Kip Kerecman and Tyler Burgess State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: Wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DPl
If needed, explain on reverse.
VFGFTATION
Dominant Plan Species
1. Liquidambarsryradflua Stratum
tree Indicator
FAC+ Dominant Plant Species Stratum Indicator
9.
2. Smilax rotundifolia vine FAC 10.
3. Cornus,florida tree FACU 11.
4. Toxicodendron radicans vine FAC 12.
5. Liriodendron tulipifera tree FAC t 13.
6. Acer rubrum tree FAC 14.
7. Carya glabra tree FACU 15.
8. Rosa mtdtiflora shrub UPL 16.
Percent of Dominant Species that are OBL, FACW or FAC
63%
Remarks:
More than 50% of the dominant plant s
pecies are FAC or wetter.
HYnROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
X Water Marks
Drift Lines
Field Observations: X Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 2 (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: <12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydrology are p resent.
datasheet
Page I of 2
2/9/2006

SOILS
Map Unit Name
(Series and Phase): Enon fine sand, 1? oam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic U1th Ha ludalfs Confirm Mapped Type? Yes No
Profile Des ri ti n•
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12" A 5Y 5/1 N/A N/A sandy loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Indicators of hydric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Ye No (Circle)
Wetland Hydrology Present? Ye No (Circle)
Hydric Soils Present? Ye No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2/92
datasheet
Page 2 of 2
2/9/2006
1
S

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Edgewood Neighborhood Improvement Project Date: 04/30/03
Applicant: The City of Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Kip Kerecman and Tyler Burgess State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP2
If needed, explain on reverse.
VEGETATION
Dominant Plant S ecies
1. Liguidambar styracinua Stratum I
tree icator
FAC+ Dominant Plant Species
9. Ligistrum sfnense Stratum
shrub Indicator
FAC
2. Smilaxrotrmdifolia vine FAC 10. Alnusserrulata shrub FACW
3. Cornus. lorida tree FACU 11: Elaeagnus umbellata shrub --
4. Toxicodendron radicans vine FAC 12. Ulmus rubra tree FAC
5. Liriodendron tuliplfera tree FAC 13.
6. Acer rubrum tree FAC 14.
7. Carya glabra tree FACU 15.
8. Rosa multiflora shrub UPL 16.
Percent of Dominant Species that are OBL, FACW or FAC
73%
Remarks:
More than 50° of the dominant plant s
pecies are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
X Water Marks
Drift Lines
Field Observations: X Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 0-4 (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: <12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydrology are resent.
datasheet
Page 1 of 2
2/9/2006
c
t
k
SOILS
Map Unit Name
(Series and Phase): Enon fine sandy loam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic Ultic Ha ludalfs Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12" B 10YR 4/1 5YR4/6 Many/Prominent Sandy Clay Loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Indicators of h dric soils are resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? hYes No (Circle)
Wetland Hydrology Present? No (Circle)
Hydric Soils Present? No Is this Sampling Point Within a Wetland? Ye No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2/92
datasheet
Page 2 of 2
2/9/2006
Y

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Edgewood Neighborhood Improvement Project Date: 04/30/03
Applicant: The City of Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Kip Kerecman and Tyler-Burgess State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: upland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP3
If needed, explain on reverse.
VEGETATION
Dominant Plant Species
1. Magnolia tripetala Stratum
tree Indicator
FAC Dominant Plant Species tratu In icator
9.
2. Smilax rotundifolia vine FAC 10.
3. Cornus jlorida tree FACU 11.
4. Toxicodendron radicans vine FAC 12.
5. Liriodendron tulipifera tree FAC 13.
6. Acer nibrum tree FAC 14.
7. Carya glabra tree FACU 15.
8. Ligustnim sinense shrub FAC 16.
Percent of Dominant Species that are OBL, FACW or FAC
75%
Remarks:
More than 50% of the domina
nt plant s
pecies
are FAC
or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: > 12" (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
No indicators of wetland hydrology are present.
datasheet
Page I of 2
2/9/2006

SOILS
Map Unit Name
(Series and Phase): Enon fine sandy loam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic Ultic Ha ludalfs Confirm Mapped Type? Yes No
Profile D ri tion•
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2" A 10YR 3/1 N/A N/A Clay Loam
3-12" B 10YR 4/8 N/A N/A Clay Loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
No indicators of hydric soils present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Ye No (Circle
Wetland Hydrology Present? Yes RN (Circle)
Hydric Soils Present? Yes Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a non-jurisdictional upland area.
Approved by HQUSACE 2/92
datasheet
Page 2 of 2
2/9/2006

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Edgewood Neighborhood Improvement Project Date: 05/08/03
Applicant: The City of Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Kip Kerecman State: NC
Do Normal Circumstances exist on the site? Ye No Community ID: Wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP4
If needed, explain on reverse.
VEGETATION
Dominant Plan Species
1. Liquidambarstyraciflua Stratum
tree India r
FAC+ Dominant Plant Species
9. Juncuseffusus tr turn
herb Indica r
FACW
2. Smilax rotundifolia vine FAC 10. Panicum sp. herb --
3. Celtislaevigata tree FACW 11. Carexsp. herb --
4. Toxicodendron radicans vine FAC 12. Rubus argutus vine FAC
5. Liriodendron tulipifera tree FAC 13. Peltandra virginica herb OBL
6. Acer rubrum tree FAC 14. Tilia heterophylla tree --
7. Eleagnus umbellata shrub -- 15.
8. Platanusoccidentalis tree FACW 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50% of the dominan
t plant s
pecies are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
X Water Marks
Drift Lines
Field Observations: X Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 2 (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) X Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Indicators of wetland hydrology are p resent.
datasheet
Page 1 of 2
2/9/2006
n
rs _
SOILS
Map Unit Name
(Series and Phase): Enon fine sandy loam Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic Ultic Ha ludalfs Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-3" A 10YR4/2 N/A N/A Clay loam
4-12" B 5Y7/1 2.5YR4/8 Few/Prominent Clay loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Indicators of hydric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Ye No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2/92
datasheet
Page 2 of 2
2/9/2006
EdgeN ood NIP Phase II Project No. X005-1140
Nationwide Permit Nos. 3 13, 39
Photograph A. View of Yerenmai stream A, taCUIg uUVV11JUGaui.
?u.==.
Photograph B. View of Unimportant Intermittent ?)trearii D, iat?uir, uvvv..-
lEdgewood N?P Phase II
Nationwide Permit Nos 3 13, 39 Project No. 200-1140
Photograph C. View of Wetland AA, lacing martene ?)treer.
Photograph D. View of Wetland BB, lacing souuiweSL.
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