20091126 Ver 1_401 Application_20091009

09-1126
JAMESTOWN ENGINEERING GROUP, INC.
CIVIL ENGINEERS & SURVEYORS
LAND PLANNING • MUNICIPAL CONSULTING
E inc. 117 East Main Street • P.O. Box 365 • Jamestown, N.C. 27282
Telephone [phone] Fax [phone]
www.jamestownengincering.com
October 22, 2009
Re: Creekside Park Entrance
U.S. Highway 311
Randolph County, NC
404/401 PCN
City of Archdale
JEG Job No. 2008-122
Division of Water Quality 0 ? v ?? V ? II
Wetlands Unit
2321 Crabtree Blvd. P A 1 0 C j 9 3 2009
Suite 250 DENR - WATER QUAUTy
Raleigh, NC 27604 WETLANDS ANDSTORMW,ATER NChI
To Whom It May Concern:
With regard to the referenced site, and on behalf of the City of Archdale, we have enclosed seven copies of the Pre-
Construction Notification Application for Nationwide Permit 39 for your review and approval along with the 5240
application fee. The site is to be developed for a park entrance to Creekside Park. We have attached copies of the
USGS Topography Map and Randolph County Soils Map for this area, an overall impact map, a vicinity map, a half-
scale plan/profile drawing of the impact areas, and enlarged specific impact maps. Also included is a report from S &
EC, P.A. who conducted a field visit to the site with a U. S. Army Corps of Engineers representative.
We have minimized impacts to all extents practical in relocating the existing entrance to the park to a safer location to
address public safety concerns for traffic entering and leaving the site off of a major thoroughfare.
Any questions regarding the stream delineations should be directed to Wendell Overby at S & EC, P.A. His contact
information is:
248 LePhillip Court
Concord, NC 28025
[phone]
If there are any questions or additional information required, please call.
Yours very truly,
JAMESTOWN ENGINEERING GROUP, INC.
ktv-j
Ravindra Bissram, PE
Enclosure
Cc: Mr. Jerry Yarborough, City of Archdale
/4' ? inc
117 E. MAIN STREET
P.O. BOX 365
JAMESTOWN, N.C. 27282
Telephone [phone]
AGENT AUTHORIZATION
JOB NUMBER: 2008--122
LOCATION: CREEKSIDE PARK ENTRANCE OFF U.S. HIGHWAY 311
CITY OF ARCHDALE, NORTH CAROLINA
RANDOLPH COUNTY
THIS FORM AUTHORIZES JAMESTOWN ENGINEERING GROUP, INC. TO ACT AS THE CITY OF ARCHDALE-S
AGENT IN STREAM/WETLAND MATTERS INCLUDING U.S. ARMY CORPS OF ENGINEERS AND NORTH CAROLINA
DIVISION OF WATER QUALITY PERMIT APPLICATION.
PROPERTY INFORMATION: D.B. 1926, PG 2243
TAX PARCEL 1D: 7728302609
U.S. 311 ROAD AREA
CITY OF ARCHDALE, NORTH CAROLINA
GUILFORD COUNTY
OWNER INFORMATION:
TELEPHONE NUMBER:
FAX NUMBER:
E-MAIL ADDRESS:
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
CITY OF ARCHDALE
P.O. BOX 14068
ARCHDALE, NC 27263
[phone]
[phone]
jyo r b orou gh ®o rch d o l e -n c. gov
SIGNATURE:
142:t G TY MANA R
DATE:
(0 '8 - 0`^t
09-1126
? OF W AT6iy
o? qG
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
_
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit E] Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? - ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes 21 No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Creekside Park Entrance off U.S. Highway 311
2b. County: Randolph County
2c. Nearest municipality / town: Archdale, NC
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A OCT 2 3 2009
3. Owner Information DE14R•WATER gUAL,,Ty
3a. Name(s) on Recorded Deed: City of Archdale
3b. Deed Book and Page No. DB 1926, PG 2243
3c. Responsible Party (for LLC if
applicable): City of Archdale
3d. Street address: P.O. Box 14068
3e. City, state, zip: Archdale, NC 27263
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
Page I of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify: N/A
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Ravindra Bissram, P.E:
5b. Business name
(if applicable): Jamestown Engineering Group, Inc.
5c. Street address: 117 East Main Street, P.O. Box 365
5d. City, state, zip: Jamestown, NC 27282
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 7728302609

1 b. Site coordinates (in decimal degrees): Latitude: N 35.53465 Longitude: - W
79.56178
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 96+/- acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Muddy Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-IV
2c. River basin: Cape Fear - Randleman Watershed
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The property is owned by the City of Archdale, and part of the existing property is used as the city park. The area where
the new entrance will be relocated to is also part of the park but is currently open and vacant.
3b. List the total estimated acreage of all existing wetlands on the property:
Negligable at entrance site where construction is taking plase as determined by S & EC, P.A. See attached report
provided by S & EC, P.A.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
For the project area, there is approximately 72 +/- L.F. of intermittant stream.
3d. Explain the purpose of the proposed project:
The purpose of the project is to relocate the existing entrance to the park. The current location poses safety sight
distance issues and poor alignment with a nearby intersection. The new location pushes the entrance further from the
crest of U.S. HWY 311 increasing the sight distances. Furthermore, the new location lines up with an existing street
thus
,
eliminating an entrance which is too close to another intersection along a major thoroughfare.
3e. Describe the overall project in detail, including the type of equipment to be used.
[
The new park entrance entalis the installation of storm drainage, grading, and the paving of an entrance and parking lot
.
Equipment being used include bulldozers, backhoes, puns, trackhoes, tubgrinders, etc.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? [] Yes No ? Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what: type
of determination was made? [] Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (i1` known): Wendell Overby along w/ Andy Williams Agency/Consultant Company: S&EC, P.A.
(ACoE) Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
.
September 30, 2009 - see attached report from S & EC, P.A.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
11 Yes Z No ? Unknown
_
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a -phased project? ] Yes ? No
6b. If yes, explain.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W 1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T _ ? Yes ? Corps
_ ? No ? DWQ

W4 ? P ? T
? Yes
? Corps _
? No ? DWQ
W5 ? P F T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
_ ? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name, Perennial Type of jurisdiction Average Impact
number, - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404 width (linear
Temporary (T) (INT)? ,
other) (feet) feet)
S1 ® P ? T Piping Intermittant unnamed ? PER ® Corps 2, 72,
Stream INT ® DWQ
S2 ?P?T ?PER ?Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
_ ? INT ? DWQ
S4 ? P ? T ? PER ? Corps
_ ? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
_ ? INT ? DWQ
3h. Total stream and tributary impacts 72'
3i. Comments: Piping an intermittant stream from an existing 24" FES to another existina 24" FES.
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below. _
4a. 4b. 4c. 4d. 4e.
Open waiver Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below._
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
P
nd ID
o
Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded

--
Pi
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ® Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number -- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact _ -required?
B1 ®P [] T Road Intermittant stream to Muddy ? Yes

Crossing
Creek
® No 5,486 3,190
B2 ?P[]T - ?Yes
_ ? No
B3 ?P[]T ?Yes
? No
_
6h. Total buffer impacts 5,486 3,190
6i. Comments:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
_
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The entrance location was determined as a result of safety factors from a major throughfare. Existing intermittant stream will
be piped through to prevent upstream water from being contaminated on site before being piped downstream.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction will conform to the states BMP practices. Skimmers have been installed to sediment trap to further remove
turbidity from construction discharge stream.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, w hich mitigation option will be used for this
project. ? Mitigation bank
? payment to in-lieu fee program

? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) - TypE; Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form - Version 13 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The upstream discharge point (which creates the intermittant stream) ? Yes ® No
will tie into the piping network (downstream point of thE! intermittant stream).
2. Stormwater Management Plan
2a, What is the overall percent imperviousness of this project'? (net increase) 0.22 %
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The project impervious area increase is
under the alowable remaining ISA for the site as administered by local stormwater officials.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:

? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Archdale
® Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ® Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties

4a. Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 40'11 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
f Yes
® ?
No
use o
public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEF'A or SEPA final approval
letter.) ? Yes ? No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? ?Yes No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. 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
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted. ill
? A
h
ev
s
e
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Site visit from the Army Corps of Engineer's agent and S&EC Consultants was made. Neither agency documented
endangered species impacts.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Site visit from the Army Corps of Engineer's agent and S&EC Consultants was made. Neither agency documented
endangered species impacts.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina Office of State Archaeology
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA Flood Maps
l S
?E2R^-( ? 2 t'
2
0 ?
?o ? ? 8 ?i
Applicant/Agent's Printed Name Ap i ant/Agent' Si nature Date
(Agen signat s va. only if an aut'h on letter from the applicant
is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
Environmental Consultants, PA
rt • Concord, North Carolina 28025 • Phone: [phone] • Fax: [phone]
www.SandEC.com
October 1, 2009
Job #5-2209w1
City of Archdale
Attn: Jerry Yarborough
PO Box 14068
Archdale, NC 27263
Mr. Yarborough:
Soil & Environmental Consultants, PA (S&:EC) has performed a wetland delineation and
met US Army Corps of Engineers representatives on a City of Archdale property at
Creekside Park. The evaluated area involves a small drainageway adjacent to Highway
311 northwest of Park Road (see map). Figure 1 indicates the location of the evaluated
parcel on the corresponding High Point East USGS topographic quadrangle. The subject
property occurs within the Randleman Lake watershed with site drainage to nearby
Muddy Creek. Muddy Creek has been classified in NC-DWQ's "Classification and
Water Quality Standards Applicable to Surface Waters and Wetlands of North Carolina"
as a water supply water (WS-IV).
EXECUTIVE SUMMARY
S&EC was contacted by Rich Glover of Jamestown Engineering with regards to
reviewing a potential stream feature at Creekside Park. Rich informed S&EC anew
entrance road to the park from Highway 311 is under consideration. Within the proposed
road corridor, adjacent to Highway 311, Jamestown Engineering identified a small
drainageway with a potential stream feature. S&EC reviewed the feature and determined
a likely classification of jurisdictional stream by the US Army Corps of Engineers
(USACE). S&EC also identified very smmall wetland pockets adjacent to the stream bed.
On September 30, 2009 S&EC met on-site with a representative from the USACE to
review the potential stream and wetlands. The USACE determined the feature to be a
jurisdictional intermittent stream subject to regulation under the Clean Water Act. Due to
the small acreage and Iodation within the ordinary high water mark (OHWM) of the
tributary stream, jurisdictional wetlands were not claimed by the USACE. The attached
sketch map depicts the approximate stream location. The stream was not flagged by
S&EC in the field but requires locating via survey for permitting purposes. Please refer
to the sketch map and the results and recommendations section below for more detailed
information.

Greensboro Office:. Raleigh Office:
3817-E Lawndale Drive 11010 Raven Ridge Road
Greensboro, NC 27455 Raleigh, NC 27614
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
SCOPE OF WORK
Our wetland delineation involved an examination of the soils, vegetation, and hydrology
of the drainageway that meet the criteria for jurisdictional wetlands as described by the
procedures set forth in the Coi sp of Enftineers Wetlands Delineation Manual (January
1987 - Final Report). Jurisdictional wetlands have positive indicators of hydric soils,
evidence of wetland hydrology, and presence of hydrophytic vegetation. Proof of
wetland hydrology would be the existence of hydric soils with oxidized root channels in
the upper 12 inches of the soil profile, water borne deposits, drift lines, scour marks,
drainage patterns, regional indicators of soil saturation, etc. The stream feature was
scored using the NC DWQ intermittentdperennial stream identification form as well as the
USACE stream form.
Surface waters such as intermittent or perennial stream channels, which are subject to
regulation by the USACE as waters of the US, were identified. These surface waters may
also be referred to as jurisdictional waters-to indicate that they are within the jurisdiction
of the USACE. It is important to note that wetlands are also classified as waters of the
US and regulated by the USACE under authority of the Clean Water Act (33 USC 1344).
RESULTS &: RECOMMENDATIONS
The results of the wetland delineation and USACE site meeting are discussed below.
Wetlands and Jurisdictional.5'treams:
} Based on our review of the potential stream we determined the feature to be an
intermittent stream subject to regulation by the USACE. On September 30 S&EC met
with representatives from the USACE to review the stream and wetlands. The USACE
determined the feature to be a jurisdictional intermittent stream subject to regulation
under the Clean Water Act. The stream feature is an unnamed tributary to Muddy Creek.
The USACE determined no compensatory mitigation would be required for impacts to
the intermittent stream. Due to the small area, jurisdictional wetlands were not claimed
by the USACE. S&EC did not flag the intermittent stream during our site visit. The
feature is defined by an Ordinary High Water Mark (OHWM) approximately 2' in width.
S&EC recommends a survey of the stream be performed for permitting purposes. Please
refer to the attached "Sketch Map" for approximate locations.
Randleman Lake Buffers:
The intermittent stream in question is potentially subject to the 50-foot Randleman Lake
Buffer. The evaluated stream is not indicated on the High Point East USGS topographic
map. However, based on our findings as well as site meeting with the USACE, we are of
the opinion that site-specific evidence exists to indicate the presence of surface waters.
We recommend City of Archdale representatives review the stream feature to determine
applicability to Section 309b of the City of Archdale Watershed Protection Ordinance.
Welland Permitting:
Due to the designation of the stream as ;a jurisdictional feature, any proposed impacts will
require a 404 permit from the'USACE. Based on the amount of stream impact
envisioned, a Nationwide Permit can be requested from the USACE for impact approvals.
The NC Division of Water Quality (DWQ) currently requires notification for stream
impacts equal to or greater than 150 linear feet or. 1/10 acre of wetland impact. The
DWQ also. requires written approval for any impacts to stream and buffers in the
Randleman watershed. Scaled, engineered drawings including plan and cross-sectional
views must be prepared for permit application. Current USACE regional conditions
mandate culverts greater than 48 inches in diameter to be buried at least one foot below
the bed of the stream. Culverts 48 inches in diameter or less are to be buried on the
stream bed as practicable and appropriate to maintain aquatic passage. Nationwide
Permits are issued between 45 and 60 calendar days from agency receipt.
CONCLUSION
The USACE has classified the stream feature in question as a jurisdictional feature that
will require pre-construction notification prior to impact. We recommend a survey of the
stream be completed for permitting puzhoses. S&EC can prepare preconstruction
notification to the USACE and NC DWQ for permit approval. Please contact S&EC with
questions or comments.
Sincerely,
SC3?1.
IWendell Overby NC Licensed Soil Scientist SC S
oil Classifier NC Registered Forester Cc: Rich Glover, PE \f
?? NUt711? Ca r
71 Attachments:
Preliminary stream evaluation sketch map
USGS Topo Quad
Randolph County, NIC - Printable Parcel Map
The data collection used to produce this media was last updated on 9/29/2009 @ 4:17:34 PM EST.

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Municipalities
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Parcel Coverage(s)
Parcel Annotation
,4& Lot Dimensions
Q Lot Numbers
Parcel Numbers
" Parcel Lot Lines
Q Legal Lot Lines
0 t.
Subdivisions
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Date/Time Stamp AJI Information on this media Is prepared for the Inventory of real property found within Randolph County. All data,
including maps, is compiled from recorded deeds, plats, and other public records and data. Users of this data are
hereby notified that the aforementioned public primary Information sources should be consulted for verification of the
10/1/2009 11:49:55 Information, All Information contained herein was created for the County's internal use. Randolph County, Its agents
AM EST and employees make no warranty as to the correctness or accuracy of the Information set forth on this media whether
Version 4.3 (December express or implied, In fact or in law, including without limitation the implied warranties of merchantability and fitness for
2008) a particular use. Any resale of this data Is strictly prohibited in accordance with North Carolina General Statute 132-10.
Sarver. 02 add Is based on North Carolina State Plane NAD83.
Soil .& Environmental Consultants, PA.
248 Lephiliip Ct, Concord, North Carolina 28025
Phone: [phone] Fax: [phone]
Project: City of Archdale/Cregkside Park
Date: Oct 2009
Preliminary Wetland Approximation
Suitable for Preliminary Planning only
S&EC reserves the right to modify thla map based on more tteldwork„
surveyed delineations and any other additional information,
Appro+dmations were mapped using topographic maps and ground truthing.
If these areas are to be used, they must be approved and
Permitted by the U.S. Army Corps of Engineers.
Jurisdictional intermittent stream. Permits required in order
^" • to impact (culvert/fill). Requires survey for permitting purposes.
Map taken from Randolph County GIS
Not to scale
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Name: HIGH POINT EAST location: 035° 53'23.8" N 079° 56' 11.1 W
Date: 911'7/2009 Caption: City of Archdale
Scale: 1 inch equals 2000 feet Creekside Park
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• Using cable logging methods helps to overcome the equipment limitation and
prevents the acceleration of erosion caused by road construction, use of skid trails,
and disturbance of the forest floor by heavy machinery.
• Maintaining surface litter helps to increase water infiltration and reduces seedling
mortality rates.
• Periodically harvesting windthrown trees helps to increase soil productivity.
• Extra care is needed in maintaining roads and fire lanes because of the windthrow
potential.
Urban Development
Suitability: Poorly suited
Management concerns: Depth to bedrock
Management measures and considerations:
The local Health Department should be contacted for guidance in developing
sanitary facilities.
This map unit has severe limitations affecting urban development. A site should be
selected on better suited soils.
Interpretive Groups
Land capability classification: Vlls
Woodland ordination symbol: 7D, based on loblolly pine as the indicator species
HeB-Helena sandy loam, 2 -to 6 percent slopes
Setting
Landscape: Piedmont uplands, mainly iin the northern part of the county
Landform: Broad ridges
Landform position: Convex summits
Shape of areas: Irregular
Size of areas: 5 to 100 acres
Composition
Helena soil and similar soils: 81 percent
Contrasting inclusions: 19 percent
Typical Profile
Surface layer:
0 to 8 inches-brown sandy loam
Subsurface layer:
8 to 12 inches-very pale brown sandy loam
Subsoil:
12 to 17 inches-brownish yellow sandy clay loam
17 to 20 inches-brownish yellow sandy clay that has light gray mottles
20 to 42 inches-light gray clay that has strong brown mottles
Underlying material:
42 to 60 inches-yellow sandy loam saprolite that has few veins of gray clay
Soil Properties and Qualities
Depth class: Very deep
Drainage class: Moderately well drained
Permeability: Slow
Randolph County, North Carolina
91
High water table (depth, period, type): 1.5 to 2.5 feet from January through April,
perched
Flooding: None
Shrink-swell potential: Moderate
Surface runoff: Medium
Parent material: Residuum weathered from felsic high-grade metamorphic or igneous
rocks
Depth to bedrock: More than 60 inches
Inchmions
Contrasting:
• The well drained Appling soils on the higher parts of the landform
• The well drained Vance soils on knolls
• Random areas of the well drained Rion soils that have a loamy subsoil
• The well drained Enon and Wynott soils that have very slow permeability and a high
shrink-swell potential
Similar:
• Soils that have less acidity in the subsoil than the Helena soil
Use and Management
Major Uses: Cropland, pasture and hayland, and woodland
Cropland
Major crops: Tobacco, corn, and small grain
Suitability: Well suited
Management concerns: Erodibility, soil fertility, and wetness
Management measures and considerations:
• Resource management systems that include terraces and diversions, stripcropping,
contour tillage, no-till farming, and crop residue management help to reduce the
hazard of erosion, control surface runoff, and maximize rainfall infiltration.
Applying lime and fertilizer according to recommendations based on soil tests
increases the availability of plant nutrients and maximizes crop productivity.
Planting wetness-tolerant species in undrained areas helps to improve soil
productivity.
Pasture and Hayland
Suitability: Well suited
Management concerns: Erodibility, soil fertility, and wetness
Management measures and considerations:
• Preparing seedbeds on the contour or across the slope helps to reduce the hazard
of erosion and increase germination.
• Rotational grazing and a well planned clipping and harvesting schedule help to
maintain pastures and increase productivity.
• Applying lime and fertilizer according to recommendations based on soil tests
increases the availability of plant nutrients and maximizes productivity when
establishing, maintaining, or renovating hayland and pasture.
• Preventing overgrazing or preventing grazing when the soil is too wet helps to
prevent soil compaction, decreased productivity, and a rough soil surface.
14toodland
Suitability: Well suited
Productivity: Moderately high
Management concerns: Competition from undesirable plants
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9 IMPACT S-1 & B-1
CONSTRUCTION SEQUENCE: CREEKSME PARK ENTRANCE
1. THE CONTRACTOR SHALL SCHEDULE PIPE INSTALLATION IN A U.S. HIGHWAY 311
MANNER TO PROVIDE FOR ITS COMPLETION WITHIN 6 DAYS. WORK
SHALL BE SCHEDULED DURING A TIME THAT WEATHER PREDICTIONS
ARE FAVORABLE FOR PREDOMINATELY DRY WEATHER PATTERNS. CITY OF ARCHDALE
2. INSTALL STORM DRAINAGE FROM YI#6 TO CI#5 TO DMH17.
DMH#7 AND YI/6 SHALL BE INSTALLED OVER EXISTING 24 RCP PIPES RANDOLPH COUNTY
.
3. ONCE BYPASS STRUCTURES HAVE BEEN INSTALLED, WATER NORTH CAROLINA
FROM CHANNEL WILL BE CUT OFF AND FURTHER GRADING ACTIVITIES
CAN CONTINUE ON THE SITE. CI#5 SHALL REMAIN AT AN JOB NUMBER 2008-122
ELEVATION TO PREVENT SURFACE WATER FROM ENTERING INLET.
@
NOTE: CONTRACTOR SHALL CONFORM TO ALL APPROVED EROSION QWNER
CITY OF ARCHDALE
CONTROL PLANS FOR SEQUENCING AND INSTALLATION OF 307 BALFOUR DRIVE
EROSION CONTROL DEVICES. ARCHDALE, NC 27263
[phone]
30' 20' 10' 0 30' 60'
SCALE: 1 30'
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