20050208 Ver 1_Complete File_20050203

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PROGRAM

INVOICE

Mr. John I. Silvcrman
Midland South point Devclopment
8044 Montgomery Rdt Suite 710
Cineinnati, OH 45236

September 21, 2006
DWQ#: 05-0208
COE#: 2005-20351

Project: Renaissance Village

County: Durham

You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 pennit issued for the above reference
project through payment ofa fee to the North Carolina Ecosystem Enhancement Program. In accordance with 15A NCAC 2H.0500,
your fee has been calculated as follows (Pleasc note: payment of wetlands is calculated in increments orO.25 acres). The fees are
those in effect for Fiscal Year 2005-06, since your USACE permit was issued 4/26/06. If you have any questions concerning this
payment, please call David Robinson at 919-715-2228.

Riparian Wetlands
Non-Riparian Wetlands
Saltwater Wetland
Stream
Buffer - Zone 1
Buffer - Zone 2

0.25 aeres
o aeres
o acrcs
227 linear feet
o square feet
o square feet

x
x
x
x
x
x

$ 26,246.00
$ 13,123.00
$131,230.00
S 219.00
S .96
$ .96

$ 6,561.50
S
S
$49,713.00
S
S

Total amount of payment

$56,274.50

Please mail a check made payable to
North Carolina Ecosystem Enhancement Program
for the total amount due to the address below.

NC DENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652

Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for reimbursement
is received within 12 months of the date of the rcceipt. Any sueh request must be accompanied by letters from the pennitting agencies
stating that the permit and/or authorization have been rcseindcd.

YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM THE NC ECOSYSTEM ENHANCEMENT
PROGRAM PRIOR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE DEPARTMENT OF ARMY
PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION.

cc:kyndi Karoly, Wetlands/401 Unit ~ n~@ ""

Todd Tugwell, USACE-Ralcigh ~~ @5t?\,;::!"/J U~.}l V1J. _Q~~ W
Eric Kulz, DWQ-Raleigh ~ \J
Scan Clarkt S&EC-Raleigh (fax)
File
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PROGRAM

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September 6, 2006

Sean Clark
S&EC
11010 Raven Ridge Rd
Raleigh, NC 27614

Project: Renaissance Village

County: Durham

The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) 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 ifpayment to the NC EEP will be approved.

This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
PermiU401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/40 l/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.

Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.

River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone I Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Rioarian Coastal Marsh Cold Cool Warm
Cape Fear 0.18 0 0 0 0 227 0 0
03030002

Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2: I mitigation-to-impact ratio, (buffers, Zone I at a 3: I ratio and Zone 2 at a 1.5: 1 ratio). The type and amount of the
compensatory mitigation will be as specified in the Section 404 Permit and/or 40 I Water Quality Certification, and/or
CAMA Permit. 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 David Robinson at [phone].

Sincerely, . I~ () G l

~~~~~YfAU~

WiI~. Gilmore, PE
Director j

cc: Cyndi Karoly, Wetlands/401 Unit
Eric Alsmeyer, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File

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North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 /919-715-0476 / www.nceep.net

Michael F. Easley, Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality

April 4, 2005

DWQ Project # 05-0208
Durham County

Mr. John 1. Silverman
Midland Southpoint Development, LLC
8044 Montgomery Road, Suite 710
Cincinnati, OH, 45236

Subject Property:

Renaissance Village

Waiver of 401 Water Quality Certification

Dear Mr. Silverman:

Your application for a 401 Watcr Quality Certification to impact up to 0.09 acres of wetlands and 227 feet
of intermittent streams at the subject property was received in the Division of Watcr Quality's Central
Office on February 3, 2005. According to our rules [15A NCAC 2H .0507 (A)], if final action is not taken
within 60 days, the Certification is waived unless DWQ has objectcd in writing to your application.
Therefore, DWQ has waived the requirement for a 401 Water Quality Certification for your plans to impact
waters as described in your February 3, 2005 application materials.

However, if additional impact occurs or your development plans change, this waiver is no longer valid and
a 401 Water Quality Certification will be required.

If you have any questions, please telephone Cyndi Karoly at 919-733-1786.

Sincerely,

~'/~

r Alan W. Klimek, P.E.

A WKJ cbk

cc: USACE Raleigh Regulatory Field Office
Wilmington District, USACE
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files

Filename: 050208Midland(Durham)Waive

N~1lh Carolina
/vnt/(rall!l

401 Wetlands Certification Unit
1650 Mail Service Center, Ralei;]h, North Carolina 27699,1650
2321 Crabtree Boulevard, Suite 250. Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/lntemet http://h2o.enr.statenc.us/ncwetlands

An Equal Opportunity/Affirmative Action Employer- 50% Recycled/l0% Post Consumer Paper

S&
EC

Soil & Environmental Consultants, PA
11010 Raven Ridge Road . Raleigh, North Carolina 27614 . Phone: [phone] . Fax: [phone]
www.SandEC.com

February 02, 2005
S&EC Project #1862.Wl
USACE Action ID# 200520351

US anny Corps of Engineers
Attn: Mr. Todd Tugwell
6508 Falls of the Neuse Rd.
Ste. 120
Raleigh, NC 27615

NCDENR-DWQ
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd.
Parkview Building
Raleigh, NC 27604

RE: Nationwide Permit 39, 401-Water Quality Certification
Renaisssance Village
Durham, Durham County, North Carolina

Dear Mr. Tugwell and Ms. Karoly:

On behalf of Midland Southpoint Development, LLC, we hereby request authorization
from the US Army Corps of Engineers (USACE) to use Nationwide Permit (NWP) 39 for
proposed permanent impacts to a perennial stream. and jurisdictional wetlands resulting
from the construction of a commercial development. Written concurrence is requested
from the North Carolina Division of Water Quality that states that the project complies
40 I-water quality certification. A Pre-construction Notification Application (PCN) is
attached, which includes an Agent Authorization Form.

Site Location
The site is located in Durham County, approximately 3,000' east of the interchange
between Interstate 40 and NC Hwy 751. It is +/- 3.85 acres in size. A stream bisects the
property. Please refer to the attached Figures 1 and 2 for the project's location on a
USGS topographic quadrangle and the Wake County Soil Survey maps, respectively.

Project History
The project was originally part of a larger project which was 'known as the AKC site.
Action ID #'s 199920159 and 199920160 correspond to Nationwide Permits 26 and 14
. that were previously issued for the site. A portion of the NWP 26 granted fill in the area
currently requesting fill, however the permits have expired. The previously issued
permits granted fill in a total of 0.301 acre. The corresponding 401 Pennit was issued by
DWQ Project #98-1122. A site meeting was held with Mr. Todd Tugwell of the USACE
on Dec 10, 2004 to confirm the jurisdictional boundaries.

Charlotte Office:
236 LcPhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]

Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

Project Description
The project is the construction of a branch b<;mk and includes impacts to jurisdictional
wetland and perennial stream channel resulting from the fill required to construct the
parking area and a storm water retention area. Proposed impacts are described in the
attached PCN and detailed on the attached Wetland Impact Map. Proposed impacts
total 227 linear feet of perennial stream channel and 0.09 acres of wetland. Total
cumulative impacts for the property total 0.391 acre of wetland fill and 227 L.F. of
stream channel.

Impervious surface area on site is greater than 30 %. For this reason a stormwater plan is
included which will require approval from the NC DWQ.

Mitigation
In discussing the site plan with Todd Tugwell of the USACE, it was determined that a 1: 1
mitigation ratio will be required for proposed stream impacts (227 LF) and 2: 1 ratio will
be required for wetland impacts (0.18 acre). Payment to the NC- EEP is proposed to
satisfy the mitigation requirements. A request for 227 LF of stream channel and 0.25 acre
(EEP works in increments of 0.25 acre) of wetland has been sent to EEP. The acceptance
letter will be forwarded to you when it is sent to us.

Sincerely,

~?~

?~ (/L1 UM-

Chris Flowers
Wetland Scientist

Sean Clark
Environmental Scientist

Attachments:
1. PCN Form
2. Agent Authorization
3. Figure 1 - USGS Map
4. Figure 2 - Soil Survey Map
5. Site Plan! Impact Map
6. Stormwater Plan (5 pages)
7. Data Forms (Upland and Wetland)
8. $475 Application Fee

Office Use Only:

Fonn Version May 2002

USACE Action ID No. D\VQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/ A".)

I. Processing

1. Check all of the approval(s) requested for this project:
~ Section 404 Permit 0
o Section 10 Permit 0
~ 401 Water Quality Certification

Riparian or Watershed Buffer Rules
Isolated Wetland Pcrmit from DWQ

2. Nationwide, Regional or Gcneral Pcrmit Number(s) Rcquested: 39

3. If this notification is solcly a courtesy copy bccause writtcn approval for the 401 Ccrtification
is not requircd, check hcrc: 0

4. If payment into thc North Carolina Wetlands Restoration Program (NCWRP) is proposcd for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and chcck herc: 0

5. If your project is locatcd in any of North Carolina's twcnty coastal counties (listed on page
4), and thc project is within a North Carolina Division of Coastal Management Area of
Environmental Conccrn (see the top of page 2 for further details), check here: 0

II. Applicant Information

1. Owner/Applicant Information
Name: Midland Southpoint Development. LLC
Mailing Address: Attn: John I. Silvcrman
8044 Montgomery Road. Suitc 710
Cincinnati. OH 45236

Tclephone Numbcr: [phone]
E-mail Addrcss:

Fax Number:

2. Agcnt/Consultant Information (A signed and dated copy of the Agent Authorization lctter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Scan Clark
Company Affiliation: Soil & Environmental Consultants. P A
Mailing Address: 11010 Raven Ridge Road
Raleigh. NC 27614

Telephone Number: [phone]

Fax Number: [phone]

Page 1 of8

E-mail Address:[e-mail]
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 bc included at the applicant's discretion,
so long as thc 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 rathcr than a scqucntial shcet version of the full-sizc plans. If full-sizc plans are
reduced to a small scale such that the final version is illegible, the applicant will bc informed that
thc projcct has becn placcd on hold until dcciphcrablc maps arc providcd.

1. Name ofprojcct: Renaissancc Village

2. T.I.P. Project Numbcr or State Project Number (NCDOT Only): NA

3. Property Identification Number (Tax PIN): 07 18-03-449 180

4. Location
County: Durham Nearest Town: Durham
Subdivision name (includc phase/lot numbcr): NA
Directions to sitc (include road numbcrs, landmarks, etc.): The site on the south side of 1-40
at the southeast comer ofthc 1-40/ NC-HWY 751 interchange in Durham County.

5. Site coordinates, if available (UTM or LatlLong): 035054' 15.99"N, 078056'57.74"W
(Note - If project is lincar, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)

6. Property size (acres): 3.85 acres

7. Ncarest body of water (stream/river/sound/oceanllake): Jordan Lake (New Hope Creck)

8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h20.enr.state.nc.us/adminlmaps/.)

9. Dcscribe the existing conditions on thc site and general land use in the vicinity of the project
at thc time of this application: The site is currently undeveloped. Surrounding property is a
mixture of developed and undeveloped (wooded) property.

Page 2 of8

10. Describe the overall project in detail, including the type of equipment to be used: The
project is the construction of a bank. The project will involve the installation of an asphalt
parking lot as well as stormwater retention areas.

11. Explain the purpose of the proposed work: The purpose of this proicct is to provide the
required facility for a bank.

IV. Prior Project History

If jurisdictional dcterminations and/or permits have been requested and/or obtained for this
projcct (including all prior phascs of the same subdivision) in the past, plcase explain. Include
the USACE Action 10 Number, DWQ Project Number, application date, and date permits and
ccrtifications wcrc issucd or withdrawn. Providc photocopies of previously issued permits,
ccrtifications or other useful information. Describe prcviously approvcd wetland, strcam and
buffcr impacts, along with associatcd mitigation (whcre applicable). If this is a NCDOT projcct,
list and dcscribc pcrmits issued for prior scgmcnts of the same T.I.P. projcct, along with
construction schedulcs.
The project was originally part of a largcr proiect which was known as the AKC sitc. Action 10
#'s 199920159 and 199920160 correspond to Nationwide Permits 26 and 14 that werc previously
issued for thc site. A portion of the NWP 26 granted fill in the area currcntly requesting fill.
howcver the permits have cxpired. The previously issued permits granted fill in a total of 0.301
acre. The corrcsponding 401 Permit was issued by DWO Proiect #98-1122. A sitc meeting was
hcld with Mr. Todd Tugwell ofthc USACE on Dcc 10. 2004 to confirm the iurisdictional
boundarics.

v. Future Project Plans

Are any futurc permit requcsts anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future pcrmits arc anticipatcd at this time.

VI. Proposed Impacts to 'Vaters of the United Statesf\Vaters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying sitc
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is necded for
listing or description, please attach a scparate sheet.

Page 3 of8

1. Provide a written description of the proposed impacts: Impacts to iuriscictional features will
result from the filling and grading necessary to install the building. parking lot. and
stormwater retention area. Impacts to streams resulting from fill totals 227 linear feet
(Impacts 1. 2. and 3). Impacts to iurisdictional wetlands will total 0.09 acre (Impacts 1 and
3).

2. Individually list wetland impacts below:

Wctland Impact Area of Located within Distance to
Site Number Type of Impact. Impact 1 OO-ycar Floodplain.. Ncarcst Stream Type ofWctland."
(indicate on mao) (acres) eves/no} (Iincar feet)
1 Fill 1 Grading 0.01 No 0 Headwatcr Forcst
3 Fill 1 Grading 0.08 No 0 Headwatcr Forest

* List each impact scparately and identify temporary impacts. Impacts inelude, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, ete. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Ccnter at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to bc impactcd (c.g., frcshwater/saltwatcr marsh, forcstcd wetland, beavcr pond,
Carolina Day, bog, ctc.) Indicatc if wetland is isolated (detcnnination of isolation to bc madc by USACE only).

List the total acreage (estimated) of all existing wetlands on the property: 0.12 acres
Total area of wetland impact proposed: 0.09 acres

3. Individually list all intennittent and perennial stream impacts below:

Stream Impact
Site Number
indicate on ma

Type ofImpact.

Stream Name"

Average Width
of Stream
Bcfore 1m act

2 Ditching 227 UT to Jordan Lake 3

List each impact separately and identify tcmporary impacts. Impacts includc, but arc not limited to: culvcrts and assoeiated rip-rap,
dams (separately list impacts duc to both structurc and flooding), relocation (includc linear fcct bcforc and after, and net loss/gain),
stabilization activities (cemcnt wall, rip-rap, crib wall, gab ions, ctc.), cxcavation, ditching/straightening, cte. If strcam relocation is
proposcd, plans and profilcs showing the linear footprint for both the original and relocated streams must bc included.
** Stream names can bc found on USGS topographic maps. If a stream has no namc, list as UT (unnamed tributary) to the nearcst
dov.nstream namcd stream into which it flows. USGS maps arc availablc through the USGS at 1-800-358-9616, or onlinc at
www.usgs.gov. Scvcral internct sites also allow direct download and printing of USGS maps (c.g., www.topozone.com,
www.mapquest.com. ctc.).

*

Cumulative impacts (linear distance in feet) to all streams on site: 227

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:

Opcn Water Impact Arca of Name ofWatcrbody Type of Water body
Site Numbcr Type ofImpact. Impact (lake, pond, estuary, sound,
(indicate on map) ( acrcs) (if applicable) bay, ocean, etc.)
NA NA NA NA NA

*

List each impact separately and identify tcmporary impacts. Impacts include, but are not limited to: fill, cxcavation, dredging,
flooding, drainage, bulkheads, cte.

Page 4 of8

5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): D uplands D stream D wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):_NA

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):_NA

Size of watershed draining to pond:_NA

Expected pond surface area:_NA

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.
Due to the size of the property the proposed impacts are necessary to allow the construction
of a sufficient parking area for the bank as well as a stormwater retention area. needed to treat
the stormwater run-off from the proposed impervious surface area.

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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.

If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application

Page 5 of8

lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h20.enr.state.nc.us/ncwetlands/stnngide.html.

1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
In discussing the site plan with Todd Tu~ell of the USACE. it was determined that a 1: 1
mitigation ratio will be required for proposed stream impacts (227 LF) and 2: 1 ratio will be
required for wetland impacts (0.18 acre). Payment to the NC-EEP is proposed to satisfy the
mitigation requirements. A request for 227 LF of stream channel and 0.25 acre (EEP works
in increments of 0.25 acre) of wetland has been sent to EEP. The acceptance letter will be
forwarded to you when it is sent to us.

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to detennine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional infonnation regarding the application process for the
NCWRP, check the NCWRP website at http://h20.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following infonnation:

Amount of stream mitigation requested (linear feet): 227
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): 0.18 (rounded up to 0.25 acre)
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA

IX. Environmental Documentation (required by D\VQ)

Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes 0 No ~

If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPNSEPA)?
Note: If you are not sure whether a NEP NSEP A document is required, call the SEP A
coordinator at [phone] to review current thresholds for environmental documentation.
Yes 0 No ~

Page 6 of8

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 D No [g]

X. Proposed Impacts on Riparian and \Vatershed Buffers (required by D\VQ)

It is the applicant's (or agent's) rcsponsibility to determine, delineate and map all impacts to
rcquired 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 hcrein,
and must be clearly idcntifiable on the accompanying site plan. All buffcrs must be shown on a
map, whethcr or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be includcd as appropriate. Photographs may also be includcd at the
applicant's discretion.

Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Watcr Supply Buffcr Requircments), or othcr (plcasc idcntify )?
Yes D No ~ If you answcrcd "ycs", provide thc following information:

Identify thc squarc fcet and acrcage of impact to cach zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.

Zone'" Impact Multiplier Required
(sauare feet) Mitigation
1 NA 3 NA
2 NA 1.5 NA
Total NA NA

*

Zonc I cxtends out 30 feet perpendicular from near bank of channel; Zone 2 cxtends an
additional 20 feet from thc edgc of Zonc I.

If buffer mitigation is requircd, plcase discuss what typc of mitigation is proposed (i.e., Donation
of Property, Conservation Eascment, Riparian Buffcr Restoration / Enhancement, Prcservation or
Payment into the Riparian Buffcr Rcstoration Fund). Please attach all appropriate infonnation as
idcntified within 15A NCAC 2B .0242 or .0260.
NA. this site is not in a buffcrcd hasin.

XI. Stormwater (required by D\VQ)

Describe impervious acreage (both existing and proposed) versus total acrcage on thc site.
Discuss stormwatcr controls proposed in ordcr to protect surface waters and wetlands
downstrcam from the property.
Impervious surface arca on site is greater than 30 %. For this rcason a stormwater plan is included which will
rcquire approval from the NC DWQ.

Page 7 of8

XII. Sewage Disposal (required by D\VQ)

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 proiect will tie into existing sewcr lines.

XIII. Violations (required by D\VQ)

Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffcr Rules?
Yes D No ~

Is this an after-the-fact pcrmit application?
Yes D No ~

XIV. Other Circumstances (Optional):

It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside ofthe applicant's control).
NA

~ ~ 2/2-/2o=>S'

Applicant/Agent's Signature I Da~e
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 8 of8

JAN-24-2005 MON 04:51 PM MIDLAND ATLANTIC

FAX NO,

p, 02

Since 1979
liilI THE JOHN R. McADAMS COMP ANY, INC.

AGENT AUTHORIZATION FORM
~I Blnnkg To Be Filled In BY The C1Jrrent IAlndowner

Name: Midland Southpoint Development LLC
Address: 8044 Montgomety Road, Suite 710 Cincinnati, OR 45236
Phone: [phone]
Project NameIDescription: Renaissance Village
Date: January 24, 200S

The Department of the Army
U.S. A!my Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington. NC 28402

Aitn:
Field Office:

Re: Wetlands Related Consulting and Permitting

To Whom It May Concern:

1, the current prooect)' owner. hereby designate and authorize The John'R. McAdams Company,
Inc. to nct in my behalf as my agent in the processing of permit applications, to furnish upon
req~t supplell1~ntal information~ support of applications. etc. from this day forward. The
't day of WfNlIIJItH,. 'tOo~. . _

This notification supersedes any previous correspondence concerning the agent for this project.

NOTICE: This authorization, for liability and professional courtesy reasons. is valid only
for government officials to enter the property when accompanied by The John R.
McAdams Company, Inc. staff. You Should call The John R. McAdams Company, Ine. to
arrange a site meeting prior to 'Visiting the site.

Cc: Mr. John Dorney
NCDENR-DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604

J8 hI N :C. ,//LVEfI./)1 i1rJ
Print Property Owner's Name

C I V I L ~ N GIN E E. R I N G . LAN 0 P LAN N I NO. SUR V E Y I N 0
PO Box 14005 . Research Triangle ParK, NC 27709 . [phone] . fax [phone]
www.johnrmclldoms.com

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~;~~~~1NO. Figure 1 . USGS Map

Project Mgr.:
sc

Renaissance Site
Midland South point Development, Inc.
Durham County, NC

~~.'
,

:)"

Soil & Environmental Consultants, P A
11010 Raven Ridge Rd." Raleigh, NC 27614
[phone] . [phone]
Web Page: www.SandEC.com

Scale:
1" = 2,000'

01/28/05

Southwest Durham
QuadranQle

Project No.
3778.W1

Figure 2 . Soil Survey Map

Soil & Environmental Consultants, P A
11010 Raven Ridge Rd.- Ralei~, NC 27614
[phone] - [phone]
Web Page: www.SandEC.com

Project Mgr.:
SC

Renaissance Village
Midland South point Development. Inc.
Durham County, NC

Scale:
1" = 1,320'

02101105

Durham County Soil Survey

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(IrJMcADAMS

Research TrIangle Park, NC
Post Office Box 14005
Research Triangle Park.
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-361,5000
919-361,2269 Fax

Charlolle, NC
5311 Seventy-Seven Center Drive,
Suite 66
Charlotte, North Carolina 28217
800'733'5646
704-527-0800
704-527,2003 Fax

www.johnrmcadams.com

I~' Since 1979
~:::: THE JOHN R. McADAMS COMPANY, INC.

RENAISSANCE VILLAGE

DURHAM, N. C.

PRELIMINARY BIO-RETENTION DESIGN
CALCULATIONS

MDL-02010

Brandon R. Finch, PE
Sr. Stormwater Project Manager

Comprehensive Land Development Design Services
H~ help our clients succeed.

DWQ Project No.

DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET

I. PROJECT INFORMATION (please complete the following information):
Project Name: 1?G"'1t1'.7~"\"'C~ vlu..A6E
Contact Person: BiZw..'C>J;2, ~\...;c w Phone Number: ((flC, ) - 3(0 \ -Si;(.;O
For projects with multiple basins. specify which basin this worksheet applies to: ;,1) A
t!'" EL-~l\bJ M' IOf' of Slo'l2ETUVTloJ ACICA
Permanent Pool Elevation ~'1.1S ft. (elevation of the orifice invert out)? sl&J
Temporary Pool Elevation _;2 ~~ SO ft. (elevation of the outlet structure invert in).s "FJ-f~~:~J .
~~1\o.l co:" sr,u..4v1\'I' ct\AN<'\f(L.. ($~r Q.1" R"...r.:;rr 1Zl..f~IO..l)
("'1oCj sq. ft .
1.'1 Z ac. (on-site and off-site drainage to the basin)? p~rf. Oi:.Sil..-J
o.cl4 ac. (on-site and off-site drainage to the basin).) I...J~''ON
,-4.\ (ut",,-\.? -:.G~ eN MlCt\\OIJ)
"'I A % (either5%in w/sand under drain or7%inw/o)--:> $ICW foQ. fIC'.>'"
A...;:,H

Bioretention Surface Area
Drainage Area
Impervious Area
Rational C Coefficient
Size %

Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration Rate
In-Situ Soil Infiltration Rate

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in./hr. (the soil layer down to 4 feet) '( Nal YU
in./hr. (the soil layer below 4 feet or below the sand bed).s r€.'1T"E.~

II. REQUIRED ITEMS CHECKLIST

Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met. attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP. design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.

Applicants Initials
G"(U"
e.-2.~
S~

No vertical sand bed is proposed
The bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 inlhr.
A planting plan with species and densities is provided. ~.1D Gi... "120./1 DEP
Mulch layer is specified in plans. -'/ ib ~ ~IOEO
_Planting soil meets minimum soil specifications (NCDENR Stormwater Best Managemenl~'\b 1>f.I"-ZcV,OE.p
Practices Manual, April 1999)
Plan details for the bioretention area provided. ? 2011 OE~
Plan details for the inlet and outlet are provided..> 'iO G~ '" \ ~ i(.,..,iE.P c.q:>(
An operation and maintenance agreement signed and notarized by the responsible party is provided.-=> Tb \:iI~
IVCV.OE.P

Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains

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- PROJEc.& NO. MDL -02010 III THE JOHN R. McADAMS"
~ RENAISSANCE VILLAGE
'->' FILENAME: MDL02010-IMP1 COMPANY, INC.
0-
> BIORETENTION AREA EXHIBIT ENGINEERS/PLANNERS/SURVEYORS
t::l SCALE: 1"=60'
> RESEARCH TRIAN G l.E PARK, N C
..... DURHAM. NORm CAROLINA
~ DATE: 01-07-05 P.O. DOX 14005 ZIP 27709-4005
[phone] ~

Rioretention Area Desil!n Sheet

Project Name:
Designed By:
Job Number:
Date:

Renaissance Village
Brandon R. Finch, PE
MDL-02010
1/25/2005

Calculation of Runoff Volume for Required llioretention Surface Area

Thc runoff to the bioretention area for the I" storm detention requirement is calculated using the SCS curve
number method. Impervious areas that directly enter thc pond are counted as Directly Connected
Impervious Areas (DCIAs).

Using basic SCS runoff methodology. with no adjustments made
to initial abstractions (0.2*S and 0.8*S).

Impervious Area, directly connected (DCIA) =
@CN=

Othcr areas draining to pond (not DC]A) =
@CN=

Runoff from DCIAs =>

Precipitation amount =
S=
Q*=

1.0 inches
0.204 inches
0.791 inches

Runoffvolume =

2699 CF

Runoff from non-connected areas =>

Precipitation amount =
S=
Q*=

J.O inches
2.500 inches
0.083 inches

Runoffvolume =

296 CF

0.94 acres
98

Total Drainage:

0.98 acres
80

( calculated)
(calculated)

( calculated)
( calculated)

Therefore, total runoff from precipitation in question =

2995 CF

This amount of runoff may be allowed to pond in the bioretention area at betwecn 6 and 12 inches.

Calculation of depth required for runoff storage pool

Total storage required for runoff=

2995 ftJ

Average water depth ofbioretention area=

Surface area associated with this storage =
Surface arca provided=

9 in

0.750 ft

3994 ftl
6909 ftl

OK

Bioretention Basin

1. 92 acres

Bio-retention Area Operation & Maintenance Guidelines

Plantin!! Soil:

Care should be taken that the planting soil of the basin does not become overly acidic due
to stormwater runoff. It is recommended that testing of the soil be conducted at least once
or twice per year. Testing is to encompass pH measurements as well as heavy metal and
toxin accumulation data. When soil pH exceeds an acidity of pH 5.5, limestone or
another suitable alkaline agent should be added to the soil. Toxin laden soils should
removed and disposed of properly.

The following table describes a typical maintenance schedule as recommended by the
North Carolina Department of Envirorunent and Natural Resources. Adherence to this
schedule will prolong the operational life of the rain garden.

. Maintenance Schedule for Bioretention Areas

Description Method Frequency Time of
Year
Soil
Inspect and Repair Visual Monthly Monthly
Erosion
Orl!anic Laver
Remulch any void area By hand Whenever needed Whenever
needed
Remove previous mulch By hand Once every two or Spring
layer before applying new three years
layer (OPtional)
Any additional mulch By hand Once a year Spring
added
Plants
Rcmove and replaccmcnt Sec planting Twicc a year 3/15 to 4/30 and
of all dcad and diseascd specifications 1011 to 11130
vcgetation considered
bcyond treatment
Treat all discased trees Mcchanical or N/A Varies, but will
and shrubs by hand dcpend on
insect or discasc
infcstation
Watering plant material By hand Immediately after N/A
shall take place at the end completion of
of each day for fourteen project
consecutive days and
after planting has been
completed
Replacement of support By hand Once a year Only remove
stakes stakes in thc
soring
Rcplace any deficient By hand Whenever needed Whenever
stakes or wires needed

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

ProjecVSite: Renaissance VillaQe Date: December 10.2004
ApplicanVOwner: Midland Southpoint Development, LLC County: Durham
Investigator: Sean Clark State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Upland
-
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
- -
Is the area a potential Problem Area? Yes X No Plot ID: 15' North of Stream
(If needed, explain on reverse.) -

VEGETATION

Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Eulalia viminea Herb FAC+ 9.
2. Lonicera japonica Vine FAC- 10.
3. Ulmus Americana Shrub FACW 11.
4. Acer rubrum ShbfTree FAC 12.
5. Platanus occidentalis Tree FACW- 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 80%
Remarks:
,

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
X No Recorded Data Available _ Sediment Deposits
L Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: - (in.) Water-Stained Leaves
-
_ Local Soil Survey Data
Depth to Free Water in Pit: 0" (in.) FAC-Neutral Test
-
_ Other (Explain in Remarks)
Depth to Saturated Soil: 1" (in.)
Remarks:

Wetland Dclineation Pcrformed By: Soil & Environmcntal Consultants, PA
11010 Raven Ridgc Road
Ralcigh, North Carolina 27614
[phone]

ProjecUSite: Renaissance ViIlagc

Plot 10: 15' North of Stream

SOILS

Map Unit Namc White Store Drainagc Class: Moderatelv Well Drained
(Series and Phase): White Store Fine Sandy loam 6-10% Slopcs Field Obscrvations
Taxonomy (Subgroup): Oxyaquic Vertic Hapludalfs Confirm Mapped Type? Yes - No
-
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
, (inchcs) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-12 B 2.5Y514 Clav loam
Hydric Soil Indicators:
- Histosol Concretions
-
_ Histic Epipedon - High Organic Content in Surface laycr in Sandy Soils
- Sulfidic Odor Organic Streaking in Sandy Soils
-
_ Aquic Moisture Regimc - listed on local Hydric Soils list
- Reducing Conditions - listed on National Hydric Soils list
- Gleyed or low-Chroma Colors - Other (Explain in Rcmarks)
Remarks:

WETLANDS DETERMINATION

Hydrophytic Vegctation Present? X Yes No Is this sampling point within a wetland?
- -
Wetland Hydrology Prescnt? X Ycs - No Ycs X No
-
Hydric Soils Prcsent? Ycs X No
-
Rcmarks:

Wetland Delineation Performed By: Soil & Environmcntal Consultants, PA
11010 Raven Ridge Road
Ralcigh, North Carolina 27614
[phone]

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COEWetlands Delineation Manual)

ProjecUSite: Renaissance Village Date: December 10. 2004
ApplicanUOwner: Midland Southpoint Development, LLC County: Durham
Investigator: Sean Clark State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Wetland
-
Is the site significantly disturbed (Atypical Situation)? _ Yes ~ No Transect ID:
Is the area a potential Problem Area? - Yes X No Plot ID: 20' West of Flag 10
(If needed, explain on reverse.) -

VEGETATION

Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Platanus occidentalis Shrub FACW- 9.
2. Typha latifolia Herb OBL 10.
3. Salix nigra Shrub OBL 11.
4. Scirpus cyperinus Herb OBL 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks:
.

HYDROLOGY

_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake or Tide Gauge Primary Indicators:
_ Aerial Photographs X Inundated ,
.-~ -
- Other a urated In ~
X No Recorded Data Available ,- --- .-SedimenFee OSltS
- ~.1( Drainag~Wetf nds
--
Field Observations: SecondarY Indicators (2 or more required):
~ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: <1" (in.) Water-Stained Leaves
-
~(in~ _ Local Soil Survey Data
Depth to Free Water in Pit: - FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 0" (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]

ProjecUSite: Renaissance Village

Plot ID: 20' West of Flag 10

SOilS

Map Unit Name White Store Drainage Class: Moderatelv Well Drained
(Series and Phase): White Store Fine Sandy Loam 6-10% Slopes Field Observations
Taxonomy (Subgroup): Oxyaquic Vertic Hapludalfs Confirm Mapped Type? Yes - No
-
Profile Descriotion:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
! (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure. etc.
0-12+ B 2.5Y5/2 Clay 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:

WETLANDS DETERMINATION

Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?
-
Wetland Hydrology Present? X Yes No X Yes No
- - -
Hydric Soils Present? X Yes No
- -
Remarks:

Triage Check List

Date:

214/65

Proje6t Name:

To:

o ARO
o FRO
o J.1Ro
~RRO

I I. ,\? I'. ,
VIVl{.\I.A..J._4" v~
U

Kevin Barnett

Ken A veritte

Alan Johnson

Mike Horan

From:

~"-'" "2'~ cf.. U,II-Allo:
DWQ#: 0 13 02. 0 3
County: Pc).---h c( I./---

'0 WaRO
o WiRO
o WSRO

Tom Steffens and Kyle Bames
Noelle Lutheran
Daryl Lamb

Telephone: (919) 7/ S 3'-[7 S

\
\
The file attached is being forwarded to ~our for your evaluation.
Please call if you need assfstance.
\ . .
~s: am length impacted .. \ r, Ii - Z Z -::r /
. ( s-tvP ,(~}- (c,"--IL-\.
\ Stream determination - cv....JO'J... --:L l-r . ,
o Wetland determination and distance to blue-line surface waters on USFW topo maps
o Minimization/avoidance issues
o Buffer Rules (Neuse, Tar-Pamlico, Catawba, R:andleman)
o Pond fill
. 0 Mitigation Ratios
o Ditching
o Are the stream and or wetland mitigation sites available and viable?
o Check drawings for accuracy
o Is the application consistent with pre-application meetings?
o Cumulative impact concern

Comments:

S '~\'~ t....rl~r

de~\y-.. .. ~\~
I~ \)<)~f

'Sw ~\T lAa-~ IM1-

(s lV\(~!^k-. As<;~ ~t

"

'.:

01/20/2005 09:47 FAX

... DI\'l) DORNEY

141001

S&
EC

6'.~ () )06
)

Soil & Environmental Consultants, PA
11010 Raven I<idge ROlld . Ralc.igh, North Carolina 27614 . Phone; ('))9) ~46-S900 . F>I;<: [phone]
www.S;rndEC.com

FACSIMILE SHEET
F./LY NO. (919) 81-6-9467

DAT'E:~ . Project Number:-J1(ct.w \

TO: NAME:~~

COMPANY: lA:54-c E:.

cc:

=JtJ Q
-1~~

FAX NUMBER:
FROM: >~ ~.\O\('\.~

SUBJECT: -1Ze"o.-,~1V e \j~U~1' - 5khJ~T~W'f

Number of pages including transmittal sheet:~

_ For Your Information
_ Per Your Request
Please Call
-$- Plcas~ Handle

The following items are being faxed.

_ For Your Commcnls/Ppproval
Per Our Conversation
Plea.se Advise
Would Lil<e To njscus~:

HARD COpy SENT:
_ US Regular Mail
_ Overnight

Hand Deliver)'
-=A. No Hard Copy Sent

RE.MARKS:

IF YOU HAVE A
CONTACT

IJROBLEMS WITH THIS TRANSMISSION, PLEASE

AT [phone].

"CONFIDENTIALITY NOTICE~

This transmission is intended only for t1.e USe of the individual or entity to whieh it is addIf:!>sed alJd mOlY contain
information that is privileged and confic<cotial. If'the reader of thh message is not the int<:.nded recipient. you Me hereby
uotified that:my disclosu.re, distribution or cOPJing of this information is strictly prolUbited If YOII have receIved tills
trammi.sion in ~rror. plea:;" notify US in-..llledialPJy by td~phone a1Id return the filxed documcnt$ to liS Ilt th~ above ilddr..s~
via the United Stl\leS Postal Service.

Ch:\Ilorr,- Oflce:
236 l_ePhillip Ccurt.. Suite C
Concord. NC 28025
Phol:e: (70~) 720-9405
AF'R-20",-"200S" .. i~ED 08: 15

TEL: [phone]

NRr'lE: m~Q- ~~ETLRt,jDS

Grcensroco Office:
3817-E l.1wndale Olive
Green.boro, NC ::7455
PhOne: (336) 540.H234
P. 1

Of/20/2005 09:4i FAX

... DIYll DORKE\'

!4J 002

S&
EC

Soil & Environmental Consultants, PA
11010 R(lven Rid,;C:: ROild . Raleigh, North Carohna 27614 . Phone: (91'J) 8~6.5900 . Fax: (9i9) \146-9467
www.SandECcom

April 20, 2005
S&EC Project #1862.Wl
USACE Action ID# 20052035 1

US aOllY Corps of Engineers
Attl1; Mr. Todd Tugwell
6508 Falls of the Neuse Rd.
Suite 120
Raleigh, NC 27615

NCDENR-DWQ
Attn: Ms. CynJi Karoly
2321 Crabtree Blvd.
Parkview Building
Raleigh, NC 27604

RE: Notification of Statutcry Status of Request for NWP #39 and GC #3402
Renaissance Village
Durham, Durham County, North Carolina

Dear Mr. Tugwell and Ms. Ka'oly:

On Fcbruary 3, 2005, :,&EC requcsted authorization from the US Army Corps of
Engineers (USACE) and the NC-Division of Water Quality (DWQ) to utilize Nationwide Permit
(NWP) 39 and GC #3402 for be purpose of impacting 0.09 acres of wetland and 2271i11ear feet
of perennial stream. At this tine, 77 days have lapsed since the US Anny Corps of Engineer's
receipt of the complete precon:;tmction notification. To paraphrase the Federal Register (Vol. 67,
No. 10, section 13.a.l), tht: pennittee may.begin the proposed work if the USACE has not sent
any written notices (i,e. the peImit itself or any notice of an incomplete submittal, etc.) within 45
days of the District or Division Offic~ of the USACE receiving the complete permit application.

Similarly the DWQ's 40 I.Pernit process has a 60~day period of review. If no wntten response is
received within this time perio,I, the 40l-permit is waived/granted, Because both the 404 and the
401 permits were waived the a:lplicant intends to proceed with construction as proposed in the
permit application inunedi~te1y. Typically, the USACE requires that mitigation be completed or
paid for prior to work beginning on site, however the NC-EEP does not have the necessary
documentation from either the DWQ or the USACE to process this payment. Once the penuits
are issued and the EEP can provide the applicant with a receipt the mitigation payment will be
made.

S;:::' eLf/ jpJ

St:an Clark
Wetland Scientist

Attachments
1. Copy ofNWP General Conditions, Section 13
2. Copy of courier reccipl of the delivered PCN application

Charlotte Office:
236 LePhillip Court. Suite C
Conconl, NC 28025
Phone: [phone]
Fax: [phone]
AF'R - 20 - 2005 ~'lED 08: 15 TEL: [phone]

~~A['lE: D~~Q - ~~ETLmmS

Green-bora Offi~c:
3817-E Lawndale Drive
Gn:cn~boro, NC 27455
Phone: [phone]
FaX: [phone]

P. 2

I .

0~/20/2005 09:4i FAX

.... D\YQ DORNEY

I4l 003

Z090

Fcdera: Register IVol. 67, No, 10 I Tuesday, J,muary 15, zOozl Notices

(:)anagement requirements). Anoth...r
important component of water luality
m,aOl,lgement is th~ B$tablishr..llnt and
m,aintenance ofvegclatlld bulfe.'sl1lUt to
opGn waters, includill~ slIeams (refer to
Gl.lncral Condition 19 for vegetHoo
butr~r requirements for the NW 's).
This cOQdilion is only applir;.'ble to
projects that have the pOlelltiiil to affect
water quality. While appropriah
measuces ml.Cit be hhn, in mo~t t:aS9$
it is not necessary to conduct drbiled
studies to identify such measuras or to
leq1lire monitoring.
10. Coastal ZOlle .\.{anagemenl. In
certain stales, so individual stalll coastal
~one managl:m~llt consistency
concurrence rn'.lst b" cbtained or waivw.
(SOil Sf,ll;tion 33D.4(d)),
11. Endol1gen:d Species. (a) No
tlctivity is authoriUld under any NWP
which is likely to jeopardi~ tht
continued existence of a thr"at9:1ed or
endangered species or a :pecies
projXlsed for such desi&ll;ltiOn. ;..3
idtlntificd under the Federal En,lllDgeroo
Species Act (ESA). Dr which wilt
clostroy or advet$ely modify the critical
habitat of such 'pwe~ NOll-fed~ral
permittees shall notify the Di>tr:ct
EngiMar if eny listed species O(
d~signatcd critical habitat might hIl
affected or i~ in the vicinity of t1.c
projcl;t, or is locat9d in the desitnated
Critical habitat and shall not begin work
on the activity until notified by-he
District Engineer that the r9quln:ments
of the ESA have been satisfied a'ld \.hut
tha activity is authOJiwi Fot activities
tht may affect Federally.listed
endangered or threatened SpeciH Or
designated critical habitat. the
notification must include \.he na.ne(s) of
the endangered or tl-.rB.1tened sp'lCies
thl,lt m:lY be affected by thf,l pll.lpJsed
wod: or that utllizi! the designat"d
critical habitat that may be aff&c'ed by
the proposed work. As a result of fannal
or informal contultation with th3 FWS
or NMFS the District Engineer lray add
species-specific rtgioxu.l enda~rcd
spodol> c;onditions to the NWl's,
(b) Authorization of anllcthit:' by a
NWP does not authorize the "tale" of 1I
thto.lteaed or endangered species ~
definad under the ESA. In the :lhcn~
of scpaute lIuthoriz;ation (e.g., all ESA
Section 10 PeIlllit, a Biological ('pinion
with "incidental take" provisiou. etc.)
from the USFWS or the NMFS. ~oth
lethal and non-lethal "takes" of
protected species i1Jl) in violatio~1 of the
ESA Inhrmation 00 tho locatio~. of
thrcahmcd and endaogered spec es and
tlJeir critical habitat ca.n be obtahed
directly from the offices or the USFW5
and NMFS Qr &.eir world wide veb
page~ at }ltlp:l/lm'IV-fW$'8o~lr'Jc.ldspp/

HPR-20-2005 ~JED 08: 16

TEL: [phone]

endspp.hrrnl and http://w.........nfms.gov/
prQCrcs/esahomc:.html respectivel y.
12. Historic Propcnie.. No activity
which rMY affect historic properties
listed. or eligiblu for listing. in th"
National Rt!gister of Historic Places is
authorized. \.Intil tho District Engin~er
has l;Omplied with the provisions of 33
CFR part 325. Appendix C. The
prospective permittee must notify the
DislIict Engineer if the authorized
activity may affect IIny histotic
ptoperties listed, determinod to be
eligible, or which the prospective
petmittee has tl7!ason to believe may be
elisible for listing on lhe National
Register of Historic Places. and .hall not
begin the activity untilllolified by the
District Engineer that the requirements
of the National Histone Preservatiall AI;t
}lav6 been .satisfied and that the activity
is authorized. Infr;>rmll.tion On the
loc.ation and existence o[historic
JBsources can be obtained from the State
Historic ProSDrvation Office and the
N;;Itionlll Register of HistONe Places (sot!
33 CFR 330.4(g}). For activities tlut may
3ffect historic properties Hsted in, or
eligll.lle for listing in. the National
Registllr of Historic Places. the
notification must state which historic
property may bo affected by tho
propo~ed work or include n vicillity
map indicating the location r;>[ the
historic propat1y,
13. N(jtificati~h.
(a) Tinl/ng; where required by the
terms of the NWP, the prospective
permittee must notify the District
Engincllt with a precoustruction
notification (?eN) as early lIS possible.
The District Engineer must delf,lrmine H
the notification i:: completo within 30
day s of the dato of receipt and un
~qucst additionallnfoIlllatiou
necessary to make the pm complete
only onCl!. However, if the prospective
permitto,} does nol pro vi do all of the
toquested information, then thQ Dis4ict
El:lgineer will notify the prospective
permittee that the notification is still
incollJplete and the PCN reviow process
will not commence until all of the
r~uf,lsted information hn5 been U,f;ilivlld
by the District TInglneer.trhe
prospective permittee .hiITiiQt begin
the lIctlVltf.
. (1) Unu notified in writicg by thll
District Engineer that the activity may
proceed under the NWP with any
special condiliolU imposed by the
District or Division El}!?inect: or
(Zl If notified in weiheg by the District,
or Division Engineer that an Individual
Permit is rcquiiild; or
~ (3) Unless 45 d;!li.have passed from
the District Engineer's re<;eipt of th"
complete notification and the
plospective permittc~ lias nol received

t'~Ht'lE: mJQ- ~JETLHt'iDS

wrillen uotice from th~ Distnct Or
Di\'i~ion En;incer. Subsequently. the
pet miltee's tight to proct;~d under the
NWP may be Inodifie(1. ~uspended, 01'
revoked only ill aCt;Ordallce with the
proc~dure set faith in 33 CFR
330.s(d)(2).
(1;) COn!cnts "J No Cifica tion: The
notification rnu~t be in writir.g and
include Ille follo\ovi ng information:
(1) Name, address and tdephoni::
numbers ofllie prospective permittee:
(Z) l.ocation of the propose,j projoct;
(3) Brief description of the proposed
ptoJect: the project's purpose; direct and
iodlfect adver~e any;ronmtntal effects
the project would came; IIny othl,lr
NWP(s), Regional Geneul Pelmit(s). or
Individual Pennil[s) used Ot in.tended to
be used to authorize any part of the
ptoposell project or any rehted activity.
Sketches should be provided \....hen
necessary to show that the actiVity
complies wilh the terms of the NWP
(Skl:tches usually clarify tho project and
when provided rc:;ult in a quicker
decision.);
(4) For NWPs 7. 12, 14,113,21.34. 31.l,
39,41,42, and 43, the PCN must also
include a delineation of affected special
~qu;\ticsites. including wellands.
veStMcd sha.llows (e.g,. subl'1\arged
~quatic vogetation, seagrllss beds), and
rim~ and pool campJe.J:lJs (see paragraph
l3(fJ);
(5) For NWP 7 (Outfall Slnlctu.res ~Ild
Maintenance), the PCN roust include
information regarding the origillal
df,lsign capacities and configur.itlollS oC
thosa lU'o.u of the facility where
mailltcn<Jl1Ce dledging or excavation is
proposed;
(61 For NWP 14 (Linea,
Transportation Cro5'ings), the peN
must include a compensl1torymit1Stl\iO:l
Froposal to offset ponnanentlosses of
W3tC{5 of the US and a ~tatement
describing how temporary los:es of
water, of the us will be Dlinunized to
the muimum extent practkllble;
(7) For NWP 21 (Surface Coal Mining
^c;tivities). the PCN must include an
Office of Suri<1CO Milling (OSM) or state-
3pploved mitigation plan, if applitabla.
To be authorized by this NWP. tho
District En&ineer must dHerruine that
the activity complies with the terms lInd
r;onditiolls of the NWP and thlt the
adv~nf,lellvironmental effects are
minimal bOlh tndividually .ud
cumulativtly altd must notify thll
proj<lct spollsor of this dolcnnillation ill
writing;
(6) For NVVP Z7 (Stream and WeIland
Rlolst~lration). lhe f'CN must include
documentation of the pci('r condition of
the site that will bu le\'e~ed by the
permittee:

ICYC

P. 3

I I
!

0././20/2005 09:-18 FAX

fAOM (COMPANY NAME;)

S~~

ADDRESS

\\O\D \Cove",
CITY

1,

rt-b

;)7~1

PHONE

SILLING REFERENCE

ADDRESS

:21&lli
PHONE

133'- Il"iL,

PRINT SIGNATURE

WHITE COpy. AcnONCOURlERS

.... DWQ DORNEY

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19

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BN Bill
Send.lr Receiver 31<1 Party
(A!iSJIMd S!lnd~r UnJoss Otl1el'WiSa Named)

D PAID Ca6h/Check

YE,LLOW COPY - CUSTOMER COPY

5J

Couriers, Inc.

PO Box 3032
Cary. NC27519

(3H1) 821.5040
(319) 85H1975
, (919) 351-6:l73
(919) S51.6572
(919) 1351.(;301
[phone]
[phone]

(BOO) 832.327B

FAX [phone]
FAX (919) S51-7662

. RUSH D~LIVERY
. SAf.lE DAY
. AIRFREIGHT

APR - 20 - 2005 ~JED 08: 16 TEL: [phone]

tiHf'1E : DWQ - ~JETU1tlDS

P. 4

SOIL & ENVIRONMENTAL CONSULTANTS, PA
~
Ne Division of \'later Quality

Tran # Invoice

Type
Invoice

5807 020205

Date Reference

Check lUmber: 17346
Date: 02/02/05 Check Arnt: $475.00
Balance Discount Pay A.'T\ount
$475.00 $0.00 $475.00
.

02/02/051862.\'10

mrn@[guw~@

FER 0 ;:$ 2005

\,.cnZ~NR., WAT~R.~UALlTY
~ N,D STOR!;H II\TER BRAJ.'CH

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