20071783 Ver 2_401 Application_20080608

ECS CAROLINAS, LLP
Geotechnical • Construction Materials • Environmental
i;
O 1 g 3 U ?, June 10, 2008
Mr. Ian McMillan
North Carolina Division of Water Quality 1?.,
2321 Crabtree Boulevards
Suite 250
Raleigh, North Carolina 27604-2260''
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Subject: Resubmittal of Pre-Construction Notification Application
Request for 401 Water Quality Certification
North Pendleton Street Extension
High Point, Guilford County, North Carolina
ECS Project 09-14336
Dear Mr. McMillan:
Please find five copies of the Pre-Construction Notification Application for the above referenced site.
The application was originally submitted on October 16, 2007. The U.S. Army Corps of Engineers
issued a NW? 14 for the impact described in the application on November 29, 2007 (SAW-2007-03892).
On behalf of the City of High Point, we are resubmitting the application to NCDWQ and including
information concerning the installation and maintenance of the level spreader as requested by Ms. Sue
Homewood.
Please feel free to contact me at [phone] if you have any questions concerning this request or if
additional information is required. Thank you in advance for your timely consideration of this matter.
Sincerely,
EC linas, LLP
oul s, LSS
Principal Scientist
Attachment: Pre-Construction Notification Application (October 16, 2007)
401 Water Quality Certification Fee ($240.00)

4811 Koger Boulevard • Greensboro, NC 27407 • [phone] • Fax [phone]

r-
LLFP)
CAROLINAS
Mr. Ian McMillan
North Carolina Division of Water Quality
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604-2260
Subject: Pre-Construction Notification Application
Request for 401 Water Quality Certification
North Pendleton Street Extension
High Point, Guilford County, North Carolina
ECS Project 09-14336
Dear Mr. McMillan:
October 16, 2007
Please find seven copies of the Pre-Construction Notification Application for the above referenced site.
The site is located in High Point and consists of the proposed extension of North Pendleton Street (Figure
1). In order to construct the extension of North Pendleton Street, 149 linear feet of stream channel and
approximately 1,948 square feet (0.044 acres) of wetlands will be impacted. Item 9 of the North Carolina
Division of Water Quality WQC #3627, states that "For linear public transportation projects, impacts
equal to or exceeding 150 feet per stream may require mitigation." Since this is a public transportation
project, it is in the best interest of the City of High Point to limit stream impacts to less than 150 linear
feet. Therefore, due to the minimal impact, mitigation is not proposed.
On behalf of the City of High Point, I am requesting that a 401 Water Quality Certification be issued to
authorize the impact to 149 feet of stream channel and 1,948 square feet (0.044 acres) of wetlands.
There are no other stream or wetland impacts associated with the extension of North Pendleton Street.
Please feel free to contact me at [phone] if you have any questions concerning this request or if
additional information is required. Thank you in advance for your timely consideration of this matter.
Sincerely,
f linas, LL
Denise, LSS
Principal Scientist
Attachment: Pre-Construction Notification Application
401 Water Quality Certification Fee ($240.00)
ECS CAROLINAS, LLP
Geotechnical - Construction Materials - Environmental
4811 Koger Boulevard - Greensboro, NC 27407 - [phone] - Fax [phone]
ECS Carolinas, LLP
AGENT AUTHORIZATION
Scope of Work: Permitting Services
Location: North Pendleton Road Extension
High Point, North Carolina
This form authorizes ECS Carolinas, LLP. to act as our agent in stream/wetland matters including U.S. Army
Corps of Engineers and North Carolina Division of Water Quality field verification and permit application.
Property Address: ZO Fr N-D umN ,*'7 n In
i[-qH Po 16M MC, 07Z(v0
Owner Information:
Name: IT"i Or- 1GN (Alf- - N&1061-149 ;g'
Address: 2 ?GtxTN t-'1
V t'!'h at 0
I-t L ??M Po N- F WG Z-7 Z15, 0
Telephone Number: l q `T
Fax Number: L3 3 d) C) c0
03- il
E-mail Address;
b
Signature: Date:
2
Office Use Only: Form Version March 05
USAGE Action ID No. DWQ No. p'1- 1 1$ 3 U 2
tli any particular Item is not appmaote to uus protect, please enter "Not Applicable" or "N/A".)
I. Processing P 1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information r Q
1. Owner/Applicant Information
JUN 1 2 2008
Name: City of High Point-Engineering, Services L)ff k VATER QUAUTr
Mailing Address: 211 South Hamilton Street, Suite 210 WETLANDS AND STOR""NATER BRANCH
High Point North Carolina 27260
Attn: Mr. Keith Pugh
Telephone Number: 336-883-3194 Fax Number: 336-883-4118
E-mail Address:_ keith.nugh(a?hi&ointnc.gov
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Denise M. Poulos
Company Affiliation: ECS Carolinas, LLP
Mailing Address: 4811 Koger Boulevard
Greensboro North Carolina 27407
Telephone Number: 336-856-7150 Fax Number: 336-856-7160
E-mail Address: duoulosAecslimited.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: North Pendleton Street Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Guilford Nearest Town: High Point
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Greensboro: Take
Business 85 south toward High Point. Exit at Kivett Drive Travel west on Kivett Drive to
North Pendleton Street. Turn right on North Pendleton Street North Pendleton Street
currently ends in a cul-de-sac.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.972111°N 79.9669933 °W
6. Property size (acres): The site is the proposed extension of North Pendleton Street across an
unnamed tributary to Deep River.
7. Name of nearest receiving body of water:_ Deep/Cape Fear River
8. River Basin: Cie Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/mgps/.)
Page 2 of 9
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently undeveloped. The surrounding
properties contain commercial/industrial and residential development
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of the extension of North Pendleton Street from its current terminus to
Cedrow Drive. Trucks, pans, loaders and dozers will be used to construct the road
11. Explain the purpose of the proposed work:_ The pMose of the work is to extend North
Pendleton Street to Cedrow Drive.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. There have been no jurisdictional determinations or permits r uested
or obtained for this project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
It is not anticipated that there will be future permit requests for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 9
1. Provide a written description of the proposed impacts: The proposed impacts are
associated with road construction. 149 linear feet of stream and 0.044 acres of wetlands will
be impacted by the proiect.
2. Individually list wetland -impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
s aratel list impacts due to both structure and flooding.
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,

herbaceous, bog, etc.) Located within,
100-year
Flood lain
es Distance to
Nearest
Stream
linear feet Area of
Impact

(acres)
#1 fill/rip-rap ' forested no adjacent 0.044

Total Wetland Impact (acres) 0.044
3. List the total acreage (estimated) of all existing wetlands on the property: 0.044 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multi 1 lenp-tb X width then divide b 43 560
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet) Area of
Impact
(acres)
#1 UT to Deep River pipe perennial 4 feet 95 0.009
#1 UT to Deep River rip-rap perennial 4 54 0.005

Total Stream Impact (by length and acreage) 149 0.014
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc. There are no open water
impacts.
Page 4 of 9
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
acres

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U_S_ recultinv from the nrniect-
Stream Imp act (acres : 0.014
Wetland Im act (acres): 0.044
Open Water Impact (acres): NA
Total hn act to Waters of the U.S. (acres) 0.058
Total Stream Impact (linear feet : 149,
7. Isolated Waters There are no isolated waters on the property.
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation There are no ponds planned for the site.
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater.requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Page 5 of 9
The extension of North Pendleton Street is necessary to provide connectivity between Kivett
Drive and Cedrow Drive. This area contains commercial/industrial and residential development
Various alignments were considered prior to selecting the current alignment The proposed
alignment minimizes both stream channel and buffer impacts and satisfies NCDOT
requirements. Impacts have been minimized through the use of headwalls and by crossing the
stream at a near 90 degree angle.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The impacts have been limited to 149 linear feet of stream channel and 0.044 acres of
wetlands with the use of headwalls and a near 90 degree crossing angle Based on the
minimal impact, mitigation should not be required and none is proposed
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
Page 6 of 9
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will .to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at hlW://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify-- V Yes ? No
2. If "yes", 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
buf
.er multipliers.
# Impact Required
Zone (square feet) Multiplier Mitigation
Page 7 of 9
I 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or. 0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
This is an extension of an existing road. The increase in impervious surfaces is minimal
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This project will not generate wastewater.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No N
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No N
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The
proiect consists of the extension of North Pendleton Street to Cedrow Drive in High Point The
road will provide connectivi between Kivett Drive and Cedrow Drive. This area of Hi Point
is developed with residences and industrial/commercial facilities It is unlikely that the road
Page 8 of 9
extension would result in additional development that would impact nearby downstream water
quality.
XV. 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).

N /ho
Applicant/Agent's Signature bate `
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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DATED 1950, REVISED 1982
SCALE: 1"=2,000' CAROLINAS
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FIGURE 1
SITE LOCATION MAP
PENDLETON STREET EXTENSION
HIGH POINT, NORTH CAROLINA
ECS PROJECT NO. 09-14336

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Stream Location
- D? Wetland Location
- ` Data Point Location
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SOURCE: FIGURE 3
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'EXHIBIT SHOWING PROPOSED ROAD STREAM/WETLAND LOCATION MAP
EXTENSION PROVIDED BY STIMMEL PENDLETON STREET EXTENSION
ASSOCIATES, P.A. AND FIELD NOTES HIGH POINT, NORTH CAROLINA
PREPARED BY ECS PERSONNEL
NOT TO SCALE CAROLINAS ECS PROJECT NO. 09-14336
St i m m e I 801 N. Trade 3heN date: 9119107 job #: 06-366
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wlrman Salem, NC project: CITY OF HIGH POINT
Landscape Architecture 27101-2916
Civil Engineering P: sse scale: 1^=250' sheet 1 of 3
.7z3.?067
Stimmal At>iocietes, PA Land Planning F: 338.723.10% _ description: NORTH PENDLETON STREET EXTENSION
EXHIBIT OVERALL IMPACT LOCATION MAP
CEDROW Dt;t`1k%
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Civil Engineering
Stimmel Assoctetes, PA Land Planning P; 336.723.1067
F; 338.723.1069
EXHIBIT
date: 9/19/07 Job #: 06-366
project: CITY OF HIGH POINT
scale: AS SHOWN Sheet 2 of 3
description: NORTH PENDLETON STREET EXTENSION
WETLAND AND STREAM IMPACT
EXISTING WETLANDS
(SHADED AREA) ` ?.
STREAM BANK
STABILIZATION
NO RIPRAP IN
BOTTOM OF STREAM
?3p EXISTING
TOP OF BANK'
I
1 EXISTING
PERENNIAL
STREAM
EXISTING PROPOSED
TOP OF BANK HEADWALL
TO MINIMIZE
/ STREAM IMPACT
TYP. BOTH SIDES
TOTAL STREAM IMPACT = 149 LF
TOTAL WETLAND IMPACT =1948 SF
pb 704 SF
OF WETLAND IMPACT
RIP RAP
`DISSAPATORI
/ EXISTING WETLANDS
(SHADED AREA)
BEGIN
IMPACT
0
M9 LF
o STREAM IMPACT
SCALE:
ti 40
1244 SF OF
QWETLAND IMPACT
DUE TO RIP RAP = 54 LF PROFILE SCALE
HORIZ 1'=80'
DUE TO PIPE = 95 LF VERT. 1'=W
0+00 1+00 2+00
St i m m e 160, H. Tnade SUeet date: 9/19/07 jph #: 06-966
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IMlnxWn Seiem, NC project: CITY OF HIGH POINT
Landscape Architecture 27101-9,8
Civil Engineering a:33e723 X067 SC81e: NTS Sheet 3 Of 3
Stimmel Assoclates, PA Land Planning F: 336.723.,089 description: NORTH PENDLETON STREET EXTENSION
EXHIBIT OVERALL IMPACT LOCATION MAP
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DATA FORM
ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineati on Manual
Project/Site: Pendleton Street Extension Project No: Date: May 11, 2007
Applicant/Owner: City of High Point County: Guilford
Investigators: ECS Carolinas, LLP 09-14336 State: North Carolina
Plot 1D: DP-1
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location: View Figure 3
(If needed, explain on the reverse side)
VEi VUE IAIWIN
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Lindera benzoin
Northern spicebush Tree/Sap FACW
Ligustrum sinense
Chinese privet Tree/Sap FAC
Alnus serrulata
Smooth alder Tree/Sap FACW+

L
Percent of Dominant Species that are OBL, FACW or FAC: 100%
(excluding FAC-) FAC Neutral:
Numeric Index:
Remarks:
The dominant vegetation is hydrophytic.
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other

® No Recorded Data

Field Observations

Depth of Surface Water: 0"

Depth to Free Water in Pit: 8"

Depth to Saturated Soil: 6" Wetland
Prima

®

?
Secon

_J Hydrology Indicators
ry Indicators
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
dary Indicators
Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are resent.
(Wetform)
Page 1 of 2
DATA FORM
ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Pendleton Street Extension Project No: Date: May 11, 2007
Applicant/Owner: City of High Point County Guilford
Investigators: ECS Carolinas, LLP 09-14336 State: North Carolina
Plot ID: DP-1
Map Unit Name (Series and Phase): Mecklenburg sandy clay loam
Map Symbol: MhC2 Mapped Hydric Inclusion? ?Yes ®No
Drainage Class: Well Field Observations Confirm Mapped Type: ?Yes ® No
Taxonomy (Subgroup): Ultic hapludalfs
Profile Description
Depth Matrix Color Mottle Color Mottle
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Texture, Concretions Structure, etc.

0-6 1OYR 4/4 0% Loam
7-12 2.5Y 4/2 5YR 4/6 20% Loam

Hydric Soil Indicators:
? 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
? Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low Chroma Colors ? Other (Explain in Remarks)
Remarks:
Hydric soil indicators are present.
?ZTTi ?1•T TTT•110f 1Tf?

Hydrophytic Vegetation Present? Yes F] No Is the Sampling Point within the Wetland? Yes No
Wetland Hydrology Present? Eyes u" No
Hydric Soils Present? Yes n No
Remarks:
The three wetland criteria are present. The sampling point is located within a wetland.
(Wetform) Page 2 of 2
DATA FORM
ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Pendleton Street Extension Project No: Date: May 11, 2007
Applicant/Owner: City of High Point County Guilford
Investigators: ECS Carolinas, LLP 09-14336 State: North Carolina
Plot ID: DP-2
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation:)? Yes No Trausect ID:
Is the area a potential Problem Area? Yes No Field Location: View Figure 3
(If needed, explain on the reverse side)
V1:UL A"1'1V1V
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Festuca sp.
Fescue sp. Herb FACU
Janus sp.
Rush sp. Herb FACW
Carpinus caroliniana
American hornbeam Tree/Sap FAC

Percent of Dominant Species that are OBL, FACW or FAC: 66%
(excluding FAC-) FAC Neutral:
Numeric Index:
Remarks:
The dominant vegetation is hydro hytic.
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other

® No Recorded Data

Field Observations

Depth of Surface Water: 0"

Depth to Free Water in Pit: >12"

Depth to Saturated Soil: >12" Wetland
Prima

econ Hydrology Indicators
ry Indicators
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
dary Indicators
Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are not present.
(Wetform) Page I of 2
DATA FORM
ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual
Project/Site: Pendleton Street Extension
Applicant/Owner: City of High Point
Investigators: ECS Carolinas, LLP Project No: Date• May 11, 2007
County Guilford
09-14336 State: North Carolina
Plot ID: DP-2
Map Unit Name (Series and Phase): Mecklenburg sandy clay loam
Map Symbol: MhC2
Drainage Class: Well
Taxonomy (Subgroup): Ultic hapludalfs Mapped Hydric Inclusion? ?Yes "No
Field Observations Confirm Mapped Type: ®Yes ? No
Profile Descri Lion
Depth
(inches)
Horizon Matrix Color
(Munsell Moist) Mottle Color
(Munsell Moist Mottle
Abundance/Contrast
Texture, Concretions, Structure, etc.

0-12 10YR 4/6 2.5Y 4/3 30% Loam

Hydric Soil Indicators:
? Histosol
? Histic Epipedon
? Suifidic Odor
? Aquic Moisture Regime
? Reducing Conditions
? Gleyed or Low Chroma Colors ? Concretions
? High Organic Content in Surface Layer in Sandy Soils
? Organic Streaking in Sandy Soils
? Listed on Local Hydric Soils List
? Listed on National Hydric Soils List
? Other (Explain in Remarks)
Remarks:
Hydric soil indicators are not present.
ILW TT ? 1?T11 TtivIT r, nw<rwr A m 1
•. av a a+raa ? ai yi a L• av?iit ?(} 1 iV l?
Hydrophytic Vegetation Present? v\1 Myes No Is the Sampling Point within the Weiland? Yes No
Wetland Hydrology Present? yes No
Hydric Soils Present? FlYes r;? No
Remarks:
Wetland hydrology and hydric soil indicators are not present. The sampling point is not located within a wetland.
(Wetform) Page 2 of 2
North Pendleton Street Extension
Level Spreader Exhibit and Calculations
Prepared by:
601 N. Trade Street
t
Stimmel 200
Suite o

Landscape Architecture n
alem, C
Salem, C
27101-2916
Civil Engineering

samnwo Associates, pA
Land Planning P: 336.723.1067
F: 336.723.1069
VA
ar
021 912
Project # 06-366
01/11/08
601 N. Trade Street
Stimmel Suite 200
Winston Salem, NC
Landscape Architecture 27101-2916
Civil Engineering
Stimmel Associates, PA Land Planning p_ 336.723.1067
F: 3367231069
exhibit 1
date: 01/11/08 job #: 06-366
project: N. PENDLETON STREET EXTENSION
scale: 1"=30' sheet 1 of 2
description: LEVEL SPREADER PLAN VIEW
REV. 01/08/08
IME T TRAP #1
2 \ ?q
^C\ \' p /? \ I I TEMPORARY T#3 41* 41* SEE SHEET ?!DIMEN? 3.2 ) U'
TEMPORARY \
6 \
gLEA ATER 6.0
I (((((((( -I??? DVVERVIQf? \
?? / ? (( (((( `? B RM (I >i P.) LIN W/Q \ I
/ I (((((((( ??? EXCELSIO(2 MATTING \ \
833.75 (((( ??
833.0 ((((((((? °?
(TC 832.5p
TC 832.50 (
LEVEL S
I NST LL PR E1
D A, DT ME 0 E 7
I i 1 \ MEN I ENR L A RAR RIEMOV3Al, 6.1
C 832 50 \ AIL?R- ECTION
/?/ 833.5 •/? ? \ ? ? ? ? ? ? ?'??
( 377 1 iA. Tbw \ \
SL DRAI 60 001 ' \-•
B RIPR?P •
D15S11PATOR i •? \
10' 12'W '--..\
833. J
4' /
2:1 836 TEM ORARY 6
838 r a 3:1 DIVE ION 6.0 0
840 / `?ERMS xTYP. 8
9+00 ss 3S -3S
_ 10+00
W W \vW?W?W W
--W W W 844
? u
? 15" DIA TEM 7 \ I TEMPOPARY g
\SLOPE DRAIN 6,0 I d DIVERSION 6.0
SILT FENCE (TYP.) BERM Fw ALONG TOP OF COMPLETED 6.0 844 ISTO
HEADWALL -6 842 P 0
8,38
X830 836 _
28 ????, 832 834
N
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CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF.
2. CONSTRUCT THE LEVEL SPREADER AND CONCRETE CHANNEL ON UNDISTURBED SOIL (NOT ON FILL).
3. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT TO EXCEED 8%,
MAKING SURE THAT THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP FLOW FROM CONCENTRATING.
4. IMMEDIATELY AFTER IT'S CONSTRUCTION, SEED AND FERTILIZE THE ENTIRE DISTURBED AREA OF THE
SPREADER AND APPLY LINER MATERIAL. MULCH AREAS THAT DO NOT RECEIVE LINER MATERIAL.
CONCRETE BYPASS CHANNEL 4' IN LENGTH
STABILIZED IMMEDIATELY FOLLOWED BY CLASS I RIPRAP
SLOPE LINING. CHANNEL DETAILS AND ELEVATIONS
TRANSITION ARE SHOWN BELOW.
TO 0% \ BERM WITH ELEVATION
GRADE ABOVE TOP OF CURB
AND CHANNEL
v STABLE UNDISTURBED
- OUTLET

0
32' MIN. AT
>-- t?-
0% GRADE
TOP OF BERM
ELEV. 833.75 WATER ELEV. 832.6(1 "/HR STORM)
3:1 j3.1 ELEV. 832.5 (TOP OF CURB)
2 _ _ - ? ? ?- LELEV. 832.0
I ELEV. 832.75 J L CONCRETE LINED CHANNEL CURB AND GUTTER
WATER ELEV. 833.15(10YR. STORM) 4" THICK, 3000 PSI CONCRETE LIP
CROSS SECTION ALONG CURB UP

TOP OF CURB
TO BE LEVEL
SPILL CURB AND GUTTER
LIP INSTALLED AS SHOWN
MATERIAL STAPLED
IN PLACE
STABLE UNDISTURBED
OUTLET
TURN DOWN
MATTING 6"
INTO SOIL
AND STAPLE

INV
?{ 1 12"
LINER MATERIAL SHALL BE
NORTH AMERICAN GREEN
C350. USE STAPLE PATTERN
CROSS SECTION BISECTING CURB llJPI "E". SEE MANUFACTURERS
LITERATURE.
1aLEVEL SPREADER
SEE PLANS
Stimmel
Landscape Architecture
Civil Engineering
Stimmel Associates, PA Land Planning
601 N. Trade Street date: DI/0-7/09 job #: o(y
Suite 200

Winston-Salem, NC
project: ?• ffiy r_-
_ Z?..?6
27101-2916
P: 336.723.1067
F:336.723.1069 by:
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NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
t. PROJECT INFORMATION
Project name N. Pendleton Street Extension-City of High Point
Contact name Kelway L. Howard III, PE
Phone number 36.723.1067
Date January25., 2008
Drainage area number
II. DESIGN INI=ORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, l0-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge ?
To a bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cfs
Answer "Y" to one of the following
Length based on the 1 in/hr storm?
Length based on the 10-yr, 24-hr storm?
Length based on the BMP discharge rate?
Design 'low
is a bypass device provided?
Lergth of `he level ip
Are 'evel spreader r sexes?
Level Spreader
2.45 cfs
164,107 ft
53,803 ' ftz
0.33
0.65
2.448795914 cfs
min
1 in/hr
2.448795914 cfs
N (Y or N)
N (Y or N)
Y (Y or N)
37 ft
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
Do not comolete this section of the worksheet.
Do not comole e this section of the worksheet.
Do not compiete this section of the worksheet.
Do not compiete this section of the worksheet.
Do net complete this section of the worksheet.
Please compiete `filters ; p haracterizatil below.
ft
ft
37 ft
7.9 %
N (Y or N)

1430 sq ft
13 ft/cfs
Y (Y or N)
N (Y or N)
N (Y or N)
2.45 cfs
Y (Y or N)
32 t
N ?" cr \1

Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below)
M
B
W
y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel lining material
N (Y or N)
o n
6 ft
12 ft
1 ft
14.29 cfs
Riprap 6"
? W t
M
B
M
3 3
?3-.3 1 .
[Ill. REO ED rrats 6HEF,'kusT
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Ini?I Sheet No.
C-3.5_ 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
Off-site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
hibit 1 2
"
'
-ex
_ . Plan details (1
= 30
or larger) for the level spreader showing:
Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Recorded drainage easement, and
Design at ultimate build-out.
L hibit 2 3
S
"
'
-ex
_ .
ection view of the level spreader (1
= 20
or larger) showing:
Underdrain system (if applicable),
Level lip,
Upslope channel, and
/ - Downslope filter fabric.
?-t
? -
enclosed- 4. A date-stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
5
A
.
n assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
-exhibit 2_ 6. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized. -?
7. The supporting calculations.
8
A
f
.
copy o
the signed and notarized inspection and maintenance (I&M) agreement.
9. A copy of the deed restriction.
-nAla LEVEL. srv-EwIm wn-,u se IN5mTe r-oR.
C.OHPUIUNC rC, w I"TI-1 'FUP"' N S 6 NV '5F6 CS -
S','; v.-, Soy°3,., _r S:' . 3S'? ?.Oar 3'" 3u"? -?3' 3 ::13?, cage 7"
''tea ?'? lF
* ?Ilk'?is?x. ?"'
}
I

F y411y Y r,:2: X
JUN-04-2008 WED 12:36 PM CITY HPT ENGINEERING FAX NO. 3368834118 P. 03
Permit Number:
(ro be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements notecl, in the inspection will be
corrected, repaired or replaced in a timely manner. These defic:.encies can affect the
integrity of structures, safety of the public, and the removal effi . iency of the BMP.
Important maintenance procedures:
Immediately after the filter strip is established, any newl planted vegetation will be
watered twice weekly, if necessary, until the plants becoilne established (commonly
six weeks).
Once a year, if necessary, the filter strip will be reseeded to maintain a dense growth
of vegetation.
Stable groundcover will be maintained in the drainage area to reduce the sediment
load to the vegetation.
Two to three times a year, if necessary, grass filter strips will be mowed to promote
the growth of thick vegetation with optimum pollutant re Imoval efficiency. Turf
grass should not be cut shorter than 3 to 5 inches and may be allowed to grow as tall
as 12 inches depending on aesthetic requirements. Forested filter strips do not
require this type of maintenance.
Once a year, the soil will be aerated, if necessary.
- Once a year, soil pH will be tested and lime will be adde:i, if necessary.
After the filter strip is established, it will be inspected quarterl,
y. Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any proble rns that are found shall be
repaired immediately.
BMP element: Potential problem: How I will rentediate the problem:
The entire filter strip Trash/debris is present. Remove the trash/debhs.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose of
(if applicable) clogged. an sediment off-site.
The flow splitter device is Make any n ecessary repairs or replace if
lama ed damage is t:io large for repair.
Form SWU401-Level Spreader, Filter Strip, restored Riparian Buffer O&M - Rev by City c EHigh Point page 1 of 3
2000-OS-29 NCDWk-DWQ FihCM4 OMM;00 do Maiotmu4c AVomm FOUROon 6u
JUN-04-2008 WED 12:36 PM CITY HPT ENGINEERING FAX NO, 3368834118
P. 04
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
The swale and the level The swale is clogged with Remove the sediment and dispose of it
lip sediment. off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the Regrade tht: soil to create a berm that is
end of the level spreader higher than the level lip, and then plant a
that shows stormwater has ground cov-;r and water until it is
bypassed it. established. Provide lime and a one-time
fertilizer application.
Trees or shrubs have begun Remove tht m.
to grow on the swale or
just downslope of the level
lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to remove
erosive gullies have the gully, ali.d then reestablish proper
formed. erosion control.
Turf reinforcement is Study the site to see if a larger bypass
damaged or rip-rap is channel is r..eeded (enlarge if necessary).
rolling downhill. After this, r.-establish the erosion control
material.
The filter strip Grass is too short or too Maintain grass at a height of
long if applicable). a roximanl three to five inches.
Areas of bare soil and/or Regrade the soil if necessary to remove
erosive gullies have the gully, ajid then plant a ground cover
formed. and water until it is established. Provide
lime and a e one-time fertilizer application.
Sediment is building up on Remove tht: sediment and restabilize the
the filter strip. soil with vegetation if necessary. Provide
lime and a cone-time fertilizer apphca
Plants are desiccated. Provide adi.itional irrigation and fertilizer
as needed.
Plants are dead, diseased or Determine the source of the problem:
dying. soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time ft: -tilizer application.
Nuisance vegetation is Remove ve;;etation by hand if possible. If
choking out desirable pesticide is used, do not allow it to get
cries. into the recoivin water.
The receiving water Erosion or other signs of Contact the NC Division of Water Quality
damage have occurred at local Regio,ial Office, or the 401
the outlet. Oversight Emit at 939-733-1786
Form SWU40l-Level Sprcader, Filter Strip, restored Riparian Buffer O&M - Rev by City c r High Point Page 2 of 3
300&05.29 MMVQ-DWQ ISl wvWp Operation & Wwrannce ABrewmm PaW me 6a
JUN-04-2008 WED 12:37 PM CITY HPT ENGINEERING FAX NO, 3368834118
P. 05
Parruit Number:
(to be provided by DWQJ
Drainage Area Number:
I acknowledge and agree by my signature below that 1 am responsible for the performance
of the maintenance procedures listed above. I agree to notify D'NQ of any problems of the
maintenance procedures listed above. i agree to notify DWQ of any problems with the
system or prior to any changes to the system or responsible party.
Project name: City of High Point - N. Pendleton Street Extension
BMP drainage area number: Level Spreader; STA 9+25 LT; S:HT C-6.1, Detail 7
Print name: W. Chris Thompson.. P.E.
Title: Director of Public Services
Address: PO.Box 230. High .Point. NC 27261
Phone: [phone]
Signature: '
Date: May 29.2008
/vote: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
1, r , a Notary Public for the ) -A 41 1"1 0.4 State of k lk)A C_'2J ()J County of .,?( 2 oe ?& c _, do
hereby certify that ()J. Cj-? , '-Ac. J hot ,Q, --.)p(;rsonally
appeared before me this /-_ day of , _,?sDU , and
acknowledge the due execution of the forgoin lter strip, ripar.an buffer, and/or
level spreader maintenance requirements. Witness my hand anc. official seal,
SEAL
My commission expires A- q-.)y O T
Form SWU401-Level Spreader, Filter Strip, restored Riparian Buffer O&M - Rev by City o' High Point Page 3 of 3
2008.01 29 NCOM-UWQ P WMrn OWMion & Mwucomw Aowrwu Pcolom 8u