20100040 Ver 2_Application_20100330

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EFDEE ENGINEERING PROFESSIONAL CORPORATION
6700 Las Colinas Boulevard - Irving, Texas 75039 USA
March 25, 2010
North Carolina Department of Environment and Natural Resources
Department of Water Quality
Parkview Building, 2321 Crabtree Blvd. Suite 250, Raleigh, NC 27604
Attn. Lia Myott Gilleski
RE: Talecris Biotherapeutics NFF Project
Dear Lia:
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Per our discussion today, I would like to formally cancel the request we previously made for
Express Review for the Riparian Buffer Authorization. The enclosed revised drawing indicates the
"removal" of the Sediment Trap, the Bypass Structure and Piping, and the Level Spreader, that
we discussed in our last meeting.
We have redesigned and redirected "sediment laden flow" in the southeast area of the site away
from the east buffer area and toward the two (2) sediment ponds shown on the attached plan.
Please find attached a full size plan reflecting the revisions above. Also, I have included photos of
the existing "riprap-lined" outfall ditch, in the southeast portion of the site.
You had asked me when the construction of the existing riprap lined ditch and sediment trap was
constructed and I was informed it was in 1995, according to Talecris records.
Our intent is to submit these photos, along with revised drawings and supporting calculations, to
the NC Land Quality Division by Tuesday of next week, reflecting the changes in surface flow
above. We would greatly appreciate your passing notification to Karyn Pageua of the Land
Quality Section of our cancelled Buffer Authorization and of our removal of the buffer impact, prior
to our submission of the revised drawings to her.
Thanks in advance and please contact me at our South Carolina office with any questions or
needed clarifications, at the following address, phone number, or e-mail as follows:
100 Fluor Daniel Drive - Greenville, SC 29607-2770
[phone] phone; [phone] fax
[e-mail] _ al"910940,.- _ n
Respectfully
Edwin M. Apel, P.E.
w/enclosures > f *",-V Ili
cc Karen Cook - Talecris Biotherapeutics
Karyn Pageau - NCDENR
Bill Snyder - EFDEE Engineering Professional Corp.

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Version 1.4
January 9, 2009
401 Oversight/Express Permitting PCN Submittal Checklist
The application fee (Checks may be made out to "N.C. Division of Water Quality'
$240.00 for 401 Water Quality Certification with minor impacts
$570.00 for 401 Water Quality Certification with major impacts
Express Review Fee (Amount requested on Acceptance Letter)
Five (5) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans)
O/A ? Stormwater Management Plan (if applicable - see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMPs) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://h2o.enr.state.nc.us/su/bmp- along with all required
items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components - inlet and outlet structures,
forebay, respective zones and pertinent elevations.
If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
hftp://h2o.enr.state.nc.us/su/bmpiorms.htm).
DWQ Stream Determination Forms for streams on property and DWQ determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
The most recent version of the 1:24,000 USGS Topographic Ma - Please cleanly draw or
delineate the site boundaries on the topographic map.
The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar-Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the
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Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (hfto://www.nc.nres.usda.go ). GIS soil layers are not acceptable.
\]] Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
IV The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.

buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
• North arrow and the scale (1":50' scale is recommended).
Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non-jurisdictional wetlands
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built-out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas - these should correspond with the Impact numbers listed on your PCN
form.
Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, generally less than 2 ft/sec durina the peak
flow from the 10-yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWQ rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
Proposed Impacts - All impacts to jurisdictional and non-jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non-jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts :5 48
inches, and 1-foot for culverts > 48 inches).
Version 1.4
January 9, 2009
Wetland Impacts: N11A
? Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
? All subsurface utility lines must indicate the location of anti-seep collars.
Construction detail for anti-seep collars must be provided.
? Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
? Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts: NIA
? Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
? The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
? For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways - Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
? Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood-prone area.
? Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.
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EFDEE ENGINEERING PROFESSIONAL CORPORATION
6700 Las Colinas Boulevard - Irving, Texas 75039 USA
March 18, 2010
North Carolina Department of Environment and Natural Resources
Department of Water Quality
Parkview Building, 2321 Crabtree Blvd. Suite 250, Raleigh, NC 27604
Attn. Lia Myott Gilleski
RE: Talecris Biotherapeutics NFF Project - PCN Submittal Documents
Dear Lia:
The requested documents from your letter of March 15th are enclosed.
Please find attached the application fee of $2,000 made payable to North Carolina Divison of
Water Quality, two (2) sets of full size plans, three (3) sets of 11 x 17 size, and three (3) separate
full size copies of the diffuse flow detail drawings.
Also, 3 sets of Site Soils Map (from Johnston County Website), Site USGS Map, and a FEMA
Flood Map, in 11 x 17 size prints.
These are submitted to you for your information and review. Please contact me at our South
Carolina office with any questions or needed clarifications, at the following address, phone
number, or e-mail as follows:
100 Fluor Daniel Drive - Greenville, SC 29607-2770
[phone] phone; [phone] fax dork-
[e-mail]
Respectfully subm
Edwin M. Apel, P.
w/enclosures
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EFDEE ENGINEERING PROFESSIONAL CORPORATION
6700 Las Colinas Boulevard - Irving, Texas 75039 USA
March 25, 2010
North Carolina Department of Environment and Natural Resources
Department of Water Quality
Parkview Building, 2321 Crabtree Blvd. Suite 250, Raleigh, NC 27604
Attn. Lia Myott Gilleski
RE: Talecris Biotherapeutics NFF Project
Dear Lia:
Per our discussion today, I would like to formally cancel the request we previously made for
Express Review for the Riparian Buffer Authorization. The enclosed revised drawing indicates the
"removal" of the Sediment Trap, the Bypass Structure and Piping, and the Level Spreader, that
we discussed in our last meeting.
We have redesigned and redirected "sediment laden flow" in the southeast area of the site away
from the east buffer area and toward the two (2) sediment ponds shown on the attached plan.
Please find attached a full size plan reflecting the revisions above. Also, I have included photos of
the existing "riprap-lined" outfall ditch, in the southeast portion of the site.
You had asked me when the construction of the existing riprap lined ditch and sediment trap was
constructed and I was informed it was in 1995, according to Talecris records.
Our intent is to submit these photos, along with revised drawings and supporting calculations, to
the NC Land Quality Division by Tuesday of next week, reflecting the changes in surface flow
above. We would greatly appreciate your passing notification to Karyn Pageua of the Land
Quality Section of our cancelled Buffer Authorization and of our removal of the buffer impact, prior
to our submission of the revised drawings to her.
Thanks in advance and please contact me at our South Carolina office with any questions or
needed clarifications, at the following address, phone number, or e-mail as follows:
100 Fluor Daniel Drive - Greenville, SC 29607-2770
[phone] phone; [phone] fax
[e-mail] ••,.•.•K••ti•
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Respectfully submi d,
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Edwin M. Apel, P.E.,, //?? M. F?``,??
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w/enclosures
cc Karen Cook - Talecris Biotherapeutics
Karyn Pageau - NCDENR
Bill Snyder - EFDEE Engineering Professional Corp.
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