HomeMy WebLinkAbout20090689 Ver 1_401 Application_20090609o
ECS CAROLINAS, LLP
Geotechnical • Construction Materials • Environmental
09-0689
Ms. Cyndi Karoly
North Carolina Division of Water Quality,
401 Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, North Carolina 27604
Subject: Pre-Construction Notification Application
Request for Nationwide Permit 14
Proposed Kernersville Medical Parkway
Kernersville, Forsyth County, North Carolina
ECS Project 09-14891 G
Dear Ms. Karoly:
June 8, 2009
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Please find five copies of the Pre-Construction Notification Application for the above referenced
site. The site is located in Kernersville (Figure 1) and consists of an approximate 6.11 acre tract.
The tract contains commercially developed land, wooded land, graded land and a roadway.
The site is being evaluated with a roadway that will connect Macy Grove Road to NC Hwy 66.
The tract contains tributaries to the West Deep Fork River. In order to develop a roadway to
connect Macy Grove Road to NC Hwy 66, three crossings must be made. Crossing #1 will
impact 640 square feet (0.015 acres) of wetlands and 292 linear feet of perennial stream
channel, Crossing #2 will impact 264 linear feet of perennial stream channel and Crossing #3
will impact 72 linear feet of intermittent stream channel.
Since this is a linear transportation project, Mr. John Thomas with the U.S. Army Corps of
Engineers has indicated that a separate Nationwide Permit 14 will be issued to authorize each
of the three crossings. On behalf of Trade Street Dev. and the Town of Kernersville, I am
requesting that a 401 Water Quality Certification be issued to authorize the impact to 628
linear feet of stream channel and 0.015 acres of wetland. There are no other stream or wetland
impacts associated with this project. We propose payment on a 1:1 basis to the EEP for
mitigation for the impact to 556 linear feet of perennial stream channel. The EEP acceptance
letter is attached.
4811 Koger Boulevard • Greensboro, NC 27407 • (336) 856-7150 • Fax (336) 856-7160
Pre-Construction Notification Application
Request for Nationwide Permit 14
Proposed Kernersville Medical Parkway
Kernersville, Forsyth County, North Carolina
ECS Project 09-14891 G
Please feel free to contact me at (336) 856-7150 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,
ECS Carolinas, LLP
Denise M. Poulos, LSS
Principal Scientist
Attachment: Pre-Construction Notification Application
401 Water Quality Certification Fee -$570.00
Stormwater Management Plan
2
Proposal for Environmental Services
Kernersville Medical Parkway
Kemersville, North Carolina
ECS Proposal 14826-P
March 16, 2009
ECS Carolinas, LLP
AGENT AUTHORIZATION
Proposal No. 14826-P
Scope of Work: Permitting Services
Location: Kernersville Medical Parkway
Kernersville, North Carolina
This form authorizes ECS 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:
Owner Information:
Name:
Address:
Telephone Number:
Fax Number:
E-mail Address:
Proposed Kernersville Medical Parkway
1550 Brookford Road (Vacinity)
Kernersville, NC 27284
Town of Kernersville
P.O. Box 728
Kernersville, NC 27285
336/992-0305
336/996-4822
Signature: Gt? Date:
5
Proposal for Environmental Services
Kernersville Medical Parkway
Kemersvtlie, North Carolina
ECS Proposal 54826-P
March 1S, 2005
ECS Carolinas, LLP
AGENT AUT1.1OR17-ATION
Proposal No. 14826-P
Scope of Work: Permitting services
Location: Kernersville Medical Parkway
Kernersville, North Carolina
This form authorizes ECS 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:
Owner trtformation:
Name:
Address:
Telephone Number:
Fax Number,
E-mail Address:
Sign
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6
09-0689
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version November 2008
Pre-Construction Notification (PCN) Form
um?
A. Applicant Information A 1, E n'
1. Processing
a. Type(s) of approval sought from the
1 Corps:
Section 404 Permit F-1 Section 10 Permit
®
1 b. Specify Nationwide Permit (NWP) number: 14 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 ® No For the record only for Corps Permit:
? Yes ® No
If. 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
Th. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Proposed Kernersville MedicalParkway
2b. County:
g LS Ulm
Forsyth
2c. Nearest municipality / town: Kernersville
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no: UENR-WATER QUALITy
MVLA*S-AND STORMWA ER B
3. Owner Information
3a. Name on Recorded Deed: Crossing #1 Sandra Riddle, Crossing #2 L.E. Pope Building Co.,Crossing #3 Linville
Family, LLC
3b. Deed Book and Page No. Crossing #1 975-394, Crossing #2 2681-234, Crossing #3 2204-4150
3c. Responsible Party (for LLC if
applicable): Sandra Riddle L.E. Pope Building Co. Linville Family, LLC
3d. Street address: 2444 Allgood Rd. 1349 Park Dr. S Apt.C PO Box 2824
3e. City, state, zip: Yadkinville, NC 27055 Kernersville, NC27284 South Padre Island TX 78597
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 13
PCN Form - November 2008 Version
Section A. Applicant Information, continued
4. Applicant Information (if different from owner)
4a. Applicant is: ® Agent ? Other, specify:
4b. Name: James H. Perkins and the Town of Kernersville
4c. Business name
(if applicable): Trade Street Dev. Town of Kernersville
4d. Street address: 807 N. Trade Street P.O. Box 728
4e. City, state, zip: Winston Salem, North Carolina Kernersville, North Carolina 27285
4f. Telephone no.: 336-831-3737 336-992-0305
4g. Fax no.: 336-725-9080 336-996-4822
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Denise Poulos
5b. Business name
(if applicable): ECS Carolinas, LLP
5c. Street address: 4811 Koger Blvd.
5d. City, state, zip: Greensboro, North Carolina 27407
5e. Telephone no.: 336-856-7150
5f. Fax no.: 336-856-7160
5g. Email address: dpoulos@ecslimited.com
Page 2 of 13
PCN Form - November 2008 Version
B. Project Information and Prior Project History
1. Property Identification
Crossing #1 6885-93-5644 Crossing #2 6885-72-9838
1a. Property identification no. (tax PIN or parcel ID): Crossing #3 6885-62-8880
1b. Site coordinates (in decimal degrees): 36.089861'N - 80.052867'W
1 c. Property size: 6.11 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to West Fork Deep River
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-IV
2c. River basin: Cape Fear
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:
A roadway that will connect NC Highway 66 and Macy Grove Road will be constructed. The proposed roadway crosses
commercially developed land, wooded land, graded land, a roadway (Brookford Road) and a sewer line.
3b. List the total estimated acreage of all existing wetlands on the property:
Crossing #1-0.015 acre, Crossing #2 -0.0 acre, Crossing #3-0.0 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Crossing #1- 292 linear feet, Crossing #2-264 linear feet, Crossing #3 - 72 linear feet.
3d. Explain the purpose of the proposed project:
The purpose of the project is to connect Macy Grove Road and NC Hwy 66 with a road (Kernersville Medical Parkway).
3e. Describe the overall project in detail, including the type of equipment to be used:
in order to connect Macy Grove Road with NC Hwy 66, a road (Kernersville Medical Parkway) will be constructed.
Trucks, pans, trackhoes, bulldozers, cranes and loaders will be used to construct the roadway. There will be three
stream crossings and minor wetland impacts (0.015 acres) asscoiated with the road crossings.
One road crossing will impact 292 linear feet of the West Fork Deep River. A double-barrell box culvert, each box
measuring 11 feet by 10 feet, will be installed. The boxes have been sized to accommodate a 100 year flood event. A
0.015 acre linear wetland will also be impacted by the crossing.
A second road crossing will impact 264 linear feet of an unnamed tributary to the West Fork Deep River. A 72 inch
reinforced corrugated pipe will be installed. There are no wetlands that will be impacted at the second culvert crossing.
A third road crossing will impact 72 linear feet of intermittent stream. There are no wetland impacts at this location.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ? Yes ® No ? Unknown
project (including all prior phases) in the past?
4b. If the Corps made the jurisdictional determination, what type ? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: ECS Carolinas, LLP
Name (if known): ECS Carolinas, LLP Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 13
PCN Form - November 2008 Version
B. Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ? Yes ®No El Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ®Yes ? No
6b. If yes, explain.
The road will be constructed in two phases.
Page 4 of 13
PCN Form - November 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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 Type of wetland Forested Type of Area of impact (acres)
number- impact (if known) jurisdiction
Permanent (P) or (Corps - 404,
Temporary (T) DWQ - non-
404, other
W1 ®P ? T Culvert)
Fill
Riparian
®Yes ? No ® Corps
[:1 DWQ
0.015
W2 ? P ? T ?Yes ? No ? Corps
? DWQ no wetlands impacts just streams
see S2
W3 ? P ? T ? Yes ? No ? Corps
? DWQ no wetlands impacts just streams
see S2
W4 ? P ? T ? Yes ? No ? Corps
? DWQ
W5 ? P r-1 T ? Yes E] No El Corps
? DWQ
W6 ? P ? T ? Yes ? No ? Corps
? DWQ
Total wetland impacts 0.015
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.
Stream impact Type of Stream name Perennial (PER) or Average stream width (feet) Impact
length
number - impact intermittent (INT)? (linear feet)
Permanent (P) or
Temporary (T)
S1 ®P ? T Culvert/ West Fork Deep ® PER ? INT 10 292
Rip Rap River
S2 ®P ? T Culvert/ Unnamed ® PER ? INT 5 264
RipRap
S3 ® P ? T Culvert/ Unnamed ? PER ® INT 2 72
RipRap
S4 ? P ? T ? PER ? INT
S5 ? P ? T ? PER ? INT
S6 ? P ? T ? PER ? INT
Total stream and tributary impacts 628
Comments: The intermittent section is unmitigable in our opinion. We propose 1:1 mitigation for the impacts to the perennial
streams.
Page 5 of 13
PCN Form - November 2008 Version
C. Proposed Impacts Inventory, continued
4. Buffer Impacts (for DWQ)
4a. Will the project impact a protected ® Yes ? No
riparian buffer?
? Neuse ? Tar-Pamlico
4b. If yes, which basin? ? Catawba ® Randleman
? Other:
4c. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact Buffer
number -
Permanent (P) Reason
t
f
i
Stream name mitigation
uired?
re Zone 1 impact (square
feet) Zone 2 impact
(square feet)
or Temporary mpac
or q
T
B1 ®P ? T Road West Fork Deep ? Yes ® No 17,520 11,680
River
B2 ® P ? T Road Unnamed ? Yes ® No 15,840 10,560
B3 ® P ? T Road Unnamed ? Yes ® No 6,900 4,600
B4 ?P?T ?Yes ?No
B5 ?P?T ?Yes ?No
B6 ?P?T ?Yes ?No
Total buffer impacts
Comments: There are buffer impacts associated with road crossings. Buffer mitigation is not required.
5. 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 individual) list all open water impacts below.
Open water Name of
impact number
- Permanent waterbody
Type of impact
Waterbody type
Area of impact (acres)
(P) or (if
applicable)
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
Total open water impacts
Comments: There are no open water impacts.
Page 6 of 13
PCN Form - November 2008 Version
C. Proposed Impacts Inventory, continued
6. Pond or Lake Construction
lake construction proposed, then complete the chart below.
6a.
Open
water 76b.
sed use or 6c.
Wetland (acres) 6d.
Stream (feet) 6e.
Upland
(acres)
impac
numb se of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
P3
P4
Total
Comments: Neither a pond or a lake will be constructed.
6f. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
6g. Expected pond surface area (acres):
6h. Size of pond watershed (acres):
6i. Method of construction:
Page 7 of 13
PCN Form - November 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
ECS performed a wetland delineation on all of the properties that the proposed roadway will cross. The stream and
wetland flags were surveyed. The corrider was chosen to limit the impact to streams by using the straighest part of
streams where possible. Wetland areas were avoided to keep impacts to under one-tenth of an acre.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Maximum allowable slopes (2:1 side slopes) and headwalls are being used to minimize impacts to the streams at each
of the crossings.
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, which 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
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: 556 linear feet
4c. If using stream mitigation, stream temperature: warm warm, cool, cold
4d. Buffer mitigation requested (DWQ only): 0.0 square feet
4e. Riparian wetland mitigation requested: 0.0 acres
4f. Non-riparian wetland mitigation requested: 0.0 acres
4g. Coastal (tidal) wetland mitigation requested: 0.0 acres
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.
i
Page 8 of 13
PCN Form - November 2008 Version
D. Impact Justification and Mitigation, continued
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
Reason for impact Total impact
(square feet) Multiplier Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
6c. 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).
6d. Comments: Buffer mitigation is not required.
Page 9 of 13
PCN Form - November 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. 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? ® Yes ? No
2. Determination if the Project Requires a Stormwater Management Plan
2a. Does the project require a Non-404 Jurisdictional General Permit? ? Yes ® No
2b. Is the project subject to General Certification 3704 or 3705? ® Yes ? No
3. Determination of Stormwater Review Jurisdiction
3a. Is this project subject to any of the following state-implemented stormwater ? Coastal counties
management programs (check all that apply)? ? HQW
? ORW
If so, attach one copy of the approval letter from the DWQ and one copy of the ? Session Law 2006-246
approved stormwater management plan. ? Other:
3b. In which local government's jurisdiction is this project? Kernersville
3c. Is this local government certified to implement a state stormwater program? ® Yes ? No
If so, attach one copy of the approval letter from the local government and one copy
of the approved stormwater management plan (or one copy of the approved
Stormwater management plan stamped as approved).
4. Information Required for DWQ 401 Unit Stormwater Review
4a. What is the overall percent imperviousness according to the most current site plan? 65%
4b. Does this project contain any areas that meet the criteria for "high density" per ® Yes ? No
General Certifications 3704 and 3705?
4c. If the site is over 24% impervious and/or contains high density areas, then provide a brief narrative description of the
stormwater management plan.
The SWM plans consist of biorentention cells for both Phases I and II. The plan include grading/erosion control plans
showing the final grading of the biorentention cells; details showing plan and profiles of the bioretention cell, filtering
media, outfall structure including the diffusing plans (plunge pool), and specifications.The BMP supplement form is
included in the SWM narrative under bioretention cell calculations. Two copies of the plan are attached.
4d. Has a completed BMP Supplement Form with all required items been submitted TO Yes ? No
for each stormwater BMP?
Page 10 of 13
PCN Form - November 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 ? Yes ® No
use of 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 NEPA or SEPA final approval
letter.) ? Yes ® No
Comments:
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 ? Yes ® No
additional development, which could impact nearby downstream water quality?
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.
The project will not generate wastewater.
Page 11 of 13
PCN Form - November 2008 Version
F. Supplementary Information, continued
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?
?
Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted. ille
? A
h
s
ev
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
We have reviewed the North Carolina Natural Heritage Program list for federally listed threatened and endangered
species that have been identified on the Kernersville, NC Quadrangle (the quadrangle that contains the site). No
federally protected endangered or threatened species have been identified on the Kernersville, NC Quadrangle.
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?
The site is located in an area that has been classified by the NCDENR as WS-IV. There is no information indicating that
the waters are outstanding resource waters or trout waters. There are no federally listed endangered or threatened fish
species that have been identified in waters in the vicinity of the site. To the best of our knowledge, the streams on the site
that will be impacted by the proposed project are not considered essential fish habitat.
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?
We have not contacted the State Historic Preservation Office. To the best of our knowledge, properties or structures that
will be impacted by the proposed project have not been designated as having historic or cultural preservation status.
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: The West Fork Deep River is located in a FEMA designated 100-
year flood plain. An 11 foot by 10 foot (2) double barrel box culvert will be installed to accommodate water received
during a 100-year flood.
8c. What source(s) did you use to make the floodplain determination? We reviewed the FEMA Flood Insurance Rate Map to
make the determination.
Imo- ",00,6 9
Applicant/Agent's Printed Name Applicant/Agent's Signat re
(Agent's signature is valid only if an authorization letter from the applicant Date
Page 12 of 13
PCN Form - November 2008 Version
IN-
caiNs em_
PROGRAM
April 29, 2009
Hank Perkins
Trade Street Development Corp.
807 North Trade Street
Winston-Salem, NC 27101
Project: Kernersville Medical Parkway
Expiration of Acceptance: January 29, 2010
County: Forsyth
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. You must also comply with all other state federal or local
government permits, regulations or authorizations associated with the proposed activity including SL 2008-152• An Act to Promote
Compensatory Mitigation by Private Mitigation Banks
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Pernut1401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River
Basin CU
Location Stream {feet} Wetlands (acres) Buffer I
(Sq. Ft.) Buffer 11
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riprian Coastal Marsh
Impact Cape Fear 03030003 0 0 800 0.5 0 0 0 0
Credits Cape Fear 03030003 0 0 1,600 1.0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at (919) 715-1973 or Kelly Williams at
(919) 716-1921.
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
John Thomas, USAGE- Raleigh
Sue Homewood, NCDWQ- Winston-Salem
Denise Poulos, agent
File
RPJStDYI.`C9... ... PYDte &;1r ?5 ow ,Sfta&
Asp
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
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FIGURE I
.r SOURCE:
s SITE LOCATION MAP
USGS TOPOGRAPHIC MAP PROPOSED KERNERSVILLE MEDICAL PKWY
KERNERSVILLE, NORTH CAROLINA HWY 66 TO MACY GROVE RD
QUADRANGLE DATED 1969 REVISED 1994 KERNERSVILLE
NORTH CAROLINA
,
SCALE: F'= 2,000' CAROLINAS ECS PROJECT NO. 09-14891G
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S USDA SOIL SURVEYS OF SOIL MAP
GUILFORD COUNTY (SHEET NOS. 19 & 25) PROPOSED KERNERSVILLE MEDICAL PKWY
HWY 66 TO MACY GROVE RD
AND FORSYTH COUNTY (SHEET NO. 33) KERNERSVILLE, NORTH CAROLINA
NOT TO SCALE CAROLINAS ECS PROJECT NO. 09-14891G
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AERIAL PHOTOGRAPH FROM STREAMIWETLAND LOCATION MAP
THE FORSYTH COUNTY GEO-DATA EXPLORER PROPOSED KERNERSVILLE MEDICAL PKWY
WEBSITE AND FIELD NOTES UY HWY 66 TO MACY GROVE RD
PREPARED BY ECS PERSONNEL KERNERSVILLE, NORTH CAROLINA
SCALE 1 "=400' CAROLINAS ECS PROJECT NO. 09-1489I G
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Proposed Kernersville Medical Parkway Project No: Date: September 3, 2008
Applicant/Owner: Trade Street Development Corp County: Forsyth
Investigators: ECS Carolinas, LLP 09-14891G State: North Carolina
Plot ID: DP-1
Do Normal Circumstances exist on the site? Yes No Community ID: Wooded Land
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)
VEGETATION
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Fraxinus pennsylvanica
Green ash Tree/Sap FACW
Acer rubrum
Red maple Tree/Sap FAC
Eulalia viminea
Microstegum Herb FAC+
Boehmeria cylindrica
Fasle nettle Herb FACW+
Percent of Dominant Species that are OBL, FACW or FAC: 100%
(excluding FAC-) FAC Neutral: 100%
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: NA
Depth to Free Water in Pit: >12"
Depth to Saturated Soil: >12" Wetland Hydrology Indicators
Primary Indicators
? Inundated
? Saturated in Upper 12 Inches
? Water Marks
? Drift Lines
? Sediment Deposits
? Drainage Patterns in Wetlands
Secondary 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 1 of 2
DATA FORM
ROUTINE WETLAN D DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Proposed Kernersville Medical Parkway Project No: Date: September 3, 2008
Applicant/Owner: Trade Street Development Corp County: Forsyth
Investigators: ECS Carolinas, LLP 09-14891G State: North Carolina
Plot ID: DP-1
Map Unit Name (Series and Phase): Wehadkee
Map Symbol: Wh
Mapped Hydric Inclusion? ®Yes ? No
Drainage Class: poorly drained Field Observations Confirm Mapped Type: []Yes ®No
Taxonomy (Subgroup): Fluvaquentic Endoaquepts
Profile Description
Depth Matrix Color Mottle Color Mottle
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Texture, Concretions, Structure, etc.
0-12" 5YR 4/6 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 not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? NYes U No Is the Sampling Point within the Wetland? UYes N No
Wetland Hydrology Present? ?Yes ® No
Hydric Soils Present? nYes N No
Remarks:
Wetland hydrology indicators and hydric soils are not present. The sampling point is not located within a wetland.
(Wetform) Page 2 of 2
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Proposed Kernersville Medical Parkway Project No: Date: September 3, 2008
Applicant/Owner: Trade Street Development Corp County: Forsyth
Investigators: ECS Carolinas, LLP 09-14891G State: North Carolina
Plot ID: DP-2
Do Normal Circumstances exist on the site? Yes No Community ID: Wooded Land
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)
VEGETATION
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Carpinus caroliniana
Musclewood Tree/Sap FAC
Toxicodendron radicans
Poison ivy Herb FAC
Prunis serotina
Black cherry Tree/ Sap FACU
Carya tomentosa
Mockernut hickory Tree NI
Percent of Dominant Species that are OBL, FACW or FAC: 50%
(excluding FAC-) FAC Neutral: 100%
Numeric Index:
Remarks:
50% of 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: NA
Depth to Free Water in Pit: >12"
Depth to Saturated Soil: >12" Wetland Hydrology Indicators
Primary Indicators
? Inundated
? Saturated in Upper 12 Inches
? Water Marks
? Drift Lines
? Sediment Deposits
? Drainage Patterns in Wetlands
Secondary 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) Pagel of2
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Proposed Kernersville Medical Parkway Project No: Date: September 3, 2008
Applicant/Owner: Trade Street Development Corp County: Forsyth
Investigators: ECS Carolinas, LLP 09-14891G State: North Carolina
Plot ID: DP-2
Map Unit Name (Series and Phase): Pacolet fine sandy loam
Map Symbol: PaF
Mapped Hydric Inclusion? ?Yes ® No
Drainage Class: Well drained
Taxonomy (Subgroup): Typic Kanhapludults Field Observations Confirm Mapped Type: v,\ F71
? No
Profile Descri tion
Depth Matrix Color Mottle Color Mottle
(inches) Horizon (Mansell Moist) (Mansell Moist) Abundance/Contrast Texture, Concretions, Structure, etc.
0-12" 5YR 4/6 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 not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ® No Is the Sampling Point within the Wetland? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? nYes M No
Remarks:
Wetland hydrology indicators and hydric soils are not present. The sampling point is not located within a wetland.
(Wetfonn) Page 2 of 2
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Proposed Kernersville Medical Parkway Project No: Date: September 3, 2008
Applicant/Owner: Trade Street Development Corp County: Forsyth
Investigators: ECS Carolinas, LLP 09-14891G State: North Carolina
Plot ID: DP-3
Do Normal Circumstances exist on the site? Yes No Community ID: Wooded Land
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)
VEGETATION
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Quercus alba
White oak Tree/Sap FACU
Fagus grandifolia
American beech Tree/Sap FACU
Acer rubrum
Red maple Tree/Sap FAC
Liquidambar styraciflua
Sweet gum Tree/Sap FAC+
Parthenocissus quinquefolia
Virginia creeper Herb FAC
Percent of Dominant Species that are OBL, FACW or FAC: 60% T
(excluding FAC-)
A
C Neutral: 100%
umeric Index:
ils
Remarks:
The dominant vegetation is hydrophytic.
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
? Stream, Lake or Tide Gauge Primary Indicators
? Aerial Photographs ? Inundated
? Other ? Saturated in Upper 12 Inches
? Water Marks
® No Recorded Data ? Drift Lines
? Sediment Deposits
Field Observations ? Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface Water: NA ? Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: >12" ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: >12" ? Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are not present.
(Wetform) Page 1 of 2
DATA FORM
ROUTINE WETLAN D DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Proposed Kernersville Medical Parkway Project No: Date: September 3, 2008
Applicant/Owner: Trade Street Development Corp County: Forsyth
Investigators: ECS Carolinas, LLP 09-14891G State: North Carolina
Plot ID: DP-3
Map Unit Name (Series and Phase): Pacolet fine sandy loam
Map Symbol: PaB
Drainage Class: Well drained
Mapped Hydric Inclusion? ?Yes ® No
Field Observations Confirm Mapped Type: ®Yes ? No
Taxonomy (Subgroup): Typic Kanhapludults
Profile Descri tion
Depth Matrix Color Mottle Color Mottle
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Texture, Concretions, Structure, etc.
0-12" 10YR 4/4 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 not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ZYes U No Is the Sampling Point within the Wetland? UYes IZI No
Wetland Hydrology Present? ?Yes ® No
Hydric Soils Present? nYes 171 No
Remarks:
Wetland hydrology indicators and hydric soils are not present. The sampling point is not located within a wetland.
(Wetform) Page 2 of 2
Stimmel 601 N. Trade Street
Suite
n date: 05/07/09 o b#: 08.012
n Salem, NC
Winsto project: NOVANT KERNERSVILLE
Landscape Architecture 27101-2916
sca le: 1 "=60' sheet 1 Of 3
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: KERNERSVILLE MEDICAL PARKWAY
hi bi l CULVERT STREAM IMPACT EXHIBIT
ex t
SANDRA S. RIDDLE
DB 975, PG 394
TAX LOT 5644-29D
640 SF OF IMPACT
o \ 292 LF OF CULVERT
° BO STREAM IMPACT
O
f F
r ?? ?_ by •..
870
`-- - ------------
?
-RIPRAP
- JAFRON - - - INV I
8 8 INV. OUT -- --- APRON - -
. 867.14
10+00 11+00 12+00 13+00 14+00
601 N. Trade Street date: 04/13/09 job #: 08-012
St i m m e l Suite 200
Winston Salem, NC project: NOVANT KERNERSVILLE
Landscape Architecture 27101-2916
Civil Engineering SCa le: 1 "=60' sheet 2 of 3
P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: KERNSERVILLE MEDICAL PARKWAY
exhibit L CULVERT TWO STREAM IMPACT EXHIBIT
CECIL S LITTLE AND
PAMICIA J LITTLE
DB 2415 PG 3968
TAX LOT 5644-105P 10+
X b ! / ? l / / \ HORIZ 1 °=60' '41W
PROFILE SCALE
HORIZ. 1 "=60'
VERT
1
.
PROPOSED
ROADWAY
930
_
LA
PROPOSED
RCP ULV
920
i
r
?
910 - - - ^?
EXISTING ? - -
'STREAM _
. - -
X908 00 PAD
_-
10+00 11+00 12+00 13+00
9301
3201
?101
Stimmel 601 N. Trade Street date: 06/08/09 job #: 08-012
`Suite 200
Winston Salem, NC project: NOVANT KERNERSVILLE
Landscape Architecture 27101-2916
Civil Engineering P: 336.723.1067 scale: 1"=60' sheet 3 of 3
Stimmel Associates, PA Land Planning F: 336.723.1069 description: KERNERSVILLE MEDICAL PARKWAY
exhibit 3 STREAM IMPACT EXHIBIT