19960933 Ver 1_More Info Received_20081204

Tfia4q
Design
Group
4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
TRANSMITTAL LETTER
Date: December 3, 2008
To:Annette Lucas
N. C. Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Project: Mylan Stormwater Ponds
Greensboro, NC
We Transmit:
( x ) herewith
( ) under separate cover
The Following:
Copies Date
1 December 1, 2008
1 September 5, 2008
1 November 14, 2008
mowilf
DEC 4 2008
DENR - N/AYER QUALITY
V?FTLANDS AND STORMKNATER BRANCH
Project No.: 08-009/D
For Your:
( x ) approval
( ) review & comment
( ) use
Description
Storm Water Plans (to modify existing
approved plan)
Wet Detention Basin Supplement (ponds 1 &
2)
Response to comments letter
Remarks: We are submitting revised plans for the Mylan Stormwater Pond
modifications project (DWQ #96-0933). These plans address
comments issued by the DWQ in a letter dated November 14, 2008. If
you have any questions or need additional information, please contact
me.
Copies: File
Sue Homewood
Sincerely,
By:_ 9nrtina L,
J. Anthony Lusk, P.E.
Civil Engineer
PA2008\Mylan Stormwater Ponds\Admin\12-03-08 SW plans to Raleigh DWQ.xmt.wpd
O?O? W A T _9QG
.?Wvr W V%A
Nov 19 2008 Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 14, 2008
DWQ# 96-0933
SMP modifications
Guilford County
CERTIFIED MAIL: 7008 0150 0002 7876 7617
RETURN RECEIPT REQUESTED
Mr. Anthony Lusk
Triad Design Group
4807-C Koger Blvd
Greensboro NC 27407
Re: Section 401 Water Quality Certification application
Dear Mr. Lusk:
On September 25, 2008, the North Carolina Division of Water Quality (Division) received your additional
information with regards to the application for a modification to the Stormwater Management Plan (SMP) for
Mylan Pharmaceuticals per General Water Quality Authorization #96-0933. We have reviewed this
information and additional information is necessary in order that we may determine your project's compliance
with 15A NCAC 2H .0500. Please note, due to an internal error with the Division, Mr. Clarence Todd of
Mylan Pharmaceuticals, Inc was issued a letter dated November 4, 2008. This letter supercedes the letter
dated November 4, 2008. The Division will require this information in order to process your application to
impact protected wetlands and/or streams on the subject property. Therefore, we will place this project on hold
as incomplete until we receive this additional information, and if we do not receive the additional information
requested below, we will have to move toward denial of your application as required by 15A NCAC 2H.0506.
Please provide the following information so that we may continue to review your project.
1. Please address items #3, #4 and #5 as noted in the attached letter dated November 4, 2008.
Please disregard items #1 and #2 in the attached letter.
Please respond in writing within 30 calendar days of the date of this letter by sending a copy of this information
to Sue Homewood at the address on this letterhead, and a copy to Ian McMillan N. C. Division of Water
Quality, Wetlands/401 Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. If you will not
be able to provide the requested information within that timeframe, please provide written confirmation that you
intend to provide the requested information, and include a specific timetable delineating when the requested
materials will be provided. If we do not hear from you in 30 calendar days, we will assume that you no longer
want to pursue this project and we will consider the project as returned.
North Carolina Division of Water Quality 585 Waughtown Street Phone [phone] Customer Service
Winston-Salem Regional Office Winston-Salem, NC 27107 Fax [phone]
Internet: www.ncwaterquality.org
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
NiidhCarohna
Adum!!y
Mr. Anthony Lusk
Mylan Pharmaceuticals
November 14, 2008
Page 2
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or
protected buffers. Please be aware that any impacts requested within your application are not authorized (at
this time) by the DWQ. If you have any questions, please contact me at 336-771-4964 or
[e-mail].
Sincerely,
Sue Homewood
DWQ Winston-Salem Regional Office
cc: Mr. Clarence Todd, Mylan Pharmaceuticals, 781 Chestnut Ridge Rd., Morganton, WV 26504
DWQ Winston-Salem Regional Office
DWQ Wetlands/401 Unit
?OF WATF9p Michael F. Easley, Governor
\? G William G. Ross Jr., Secretary
CO North Carolina Department of Environment and Natural Resources
O ? Coleen H. Sullins, Director
Division of Water Quality
November 4, 2008
DWQ Project # 96-0933
Guilford County
v
CERTIFIED MAIL: RETURN RECEIPT REQUESTED RECEIVED
N.C. Dept of ENR
Mr. Clarence Todd, President NOV 0 6 20
Mylan Pharmaceuticals, Inc.
781 Chestnut Ridge Road Regional o wgionalaiem
ffice
Morganton, WV 26504
Subject Property: Mylan Phafmaceutieals Plant
REQUEST FOR MORE INFORMATION: STORMWATER MANAGEMENT PLAN
Dear Mr. Todd:
On October 21, 1996, the Division of Water Quality (DWQ) issued a 401 Water Quality Certification
to impact surface waters in order to construct the subject pharmaceuticals plant in Guilford County...
In order to meet the conditions of the 401. Certification for this project, a stormwater management
..
plan, dated May 22, 1997, was approved by the DWQ on August 25, 1997. A revised stormwater.
management plan for this site dated September 24, 2008, was received by the DWQ on September,
25, 2008. The DWQ has determined that your stormwater management plan was incomplete as
discussed below.
Additional Information Requested:
Please provide a separate Required Items Checklist for each of the proposed wet
etention ponds, as well as any required items that were omitted in the current submittal.
For example, a separate scaled cross-sectional detail should be provided for each pond.
lease provide a properly designed level spreader and vegetated filter strip at the outlet of
JQach wet detention pond. In your resubmittal, please provide a Level Spreader
Supplement Form (including the Required Items Checklist and all required items) for
each device, available at: http://li2o.enr.state.nc.us/su/bmp forlns.htm.
3. Please address the following issues associated with the vegetated shelves of the wet
detention ponds.
a. A 10:1 slope for the vegetated shelf should be specified on the cross-sectional
detail of the wet detention ponds.
*C'4«a 4*- S6-K 56,1d be llz? 1044// v i, -f?
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: h?:.•':1i2o.enrstatc.nc_us.ncvetlands
No°rthCarolina
Nalurallr(
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
96-0933 Mylan Pharmaceuticals `
November 4, 2008
Page 2 of 2

b. The cross-sectional detail does not show the vegetated shelf at the ap ropriate 5
elevation. IA Jth- dtr?stchS +5 31%W 4? r?,acMd pool SW ? cen(treA oti
c. The vegetated shelf must have a planting plan that includes: A variety of suitable
species (not including cattails), sizes, spacing and locations of plantings, total
quantity of each type of plant specified, a planting detail, and fertilizer and
watering requirements to establish vegetation. % 5ue.1•-b+?t?,,?od, cLdAtd 3M.P ""(w)
raks fo GZ1
4. Please provide details of the anti-seep devices. Aar ka<< ?o G2.1 .
5. Please check the drawdown calculations. The specifications for two four-inch orifices in
Pond 1 and two six-inch orifices in Pond 2 will result in a drawdown rate of much shorter
than two days for the one-inch storm. CG<'CC W f1atiS {O 51-A'^' 41`a-+ eA& Pt1J wcu °^4Y
hg.,o l w4cr v%1,.4y oc4m*, .
The DWQ will require the above additional information to finalize review of the stormwater
management plan for the subject property. Please provide the following information so that we may
continue to review your project. You are welcome to contact me at 919-715-3425 if you have
questions or would like to set up a meeting.
Sincerely,
c '
Annette Lucas,.Environmental Engineer III
401 bversight/E:xpress Review Permitting Unit
AML/aml
Cc: Army Corps of Engineers, Raleigh
DWQ, WSRO
Central Files
File Copy
Matt Matthews
Filename: 960933MylanPharmaceuticals(Guildford)_S W_Hold.doc
Permit
A ,A
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, tilled out and submitted along with all of the required information.
p ? ?c
I. PROJECT INFORMATION
Project name Mylan Pharmaceuticals
Contact person Anthony Lusk
Phone number [phone]
Date 5-Sep-08
Drainage area number 1 (Pond 1)
ll. DESIGN INFORMATION
Site Characteristics
Drainage area 558,004.00 ftz
Impervious area 347,173.00 ft2
% impervious 62.22 %
Design rainfall depth 1.00 in
Storage Volume: Non-SR Waters
Minimum volume required 28,347.00 ft3
Volume provided 67,125.00 ft3
Storage Volume: SR Waters
1-yr, 24-hr runoff depth in
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth 2.74 in
Rational C, pre-development (unitless)
Rational C, post-development 0.85 (unitless)
Rainfall intensity: 1-yr, 24-hr storm 0.11 in/hr
Pre-development 1-yr, 24-hr peak flow ft3lsec
Post-development 1-yr, 24-hr peak flow 1.20 ft3lsec
Pre/Post 1-yr, 24-hr peak flow control 1.20 ft3lsec ?.
Basin Elevations
Basin bottom elevation 747.00 ft
Sediment cleanout elevation 748.00 ft
Bottom of shelf elevation 751.50 ft Permanent pool elevation 752.00 ft
SHWT elevation ft
`?
z??pQrO
Top of shelf elevation 752.50 ft
Temporary pool elevation 754.00 ft
(to be provided by DWQ)
'b\ N ATF&
-1
Form SW401-Wet Detention Basin-Rev.4 Parts I. & II. Design Summary, Page 1 of 2
Permit
(to be provided by DWQ)
111. DESIGN INFORMATION
Volume and Surface Area Calculations
SA/DA ratio 2.50 (unitless)
Surface area at the bottom of shelf 22,451.00 fts
Volume at the bottom of shelf 60,744.00 ft3
Permanent pool, surface area required 13,950.00 ftZ
Permanent pool, surface area provided 24,280.00 ftZ OK
Permanent pool volume 73,114.00 ft3
Average depth for SA/DA tables 3.01 ft OK
Surface area at the top of shelf 26,244.00 ft2
Volume at the top of shelf 86,672.00 ft3
Forebay volume 14,850.00 ft3
Forebay % of permanent pool volume 20.31 % OK
Temporary pool, surface area provided 32,137.00 ftZ
Drawdown Calculations
Treatment volume drawdown time 2.50 days OK
Treatment volume discharge rate 0.31 ft3/s
Pre-development 1-yr, 24-hr discharge ft3/s
Post-development 1-yr, 24-hr discharge ft3/s
Additional Information
Diameter of orifice 3 in
Design TSS removal 85 %
Basin side slopes 3.00 :1 OK
Vegetated shelf slope 10.00 :1 OK
Vegetated shelf width 10.00 ft OK
Length of flowpath to width ratio 3.18 :1 OK
Length to width ratio 2.30 :1 OK
Trash rack for overflow & orifice? y (Y or N) OK
Freeboard provided 2.00 ft OK
Vegetated filter provided? y (Y or N) OK
Recorded drainage easement provided? y (Y or N) OK
Capures all runoff at ultimate build-out? y (Y or N) OK
Drain mechanism for maintenance or emergencies (2)8'
Form SW401-Wet Detention Basin-Rev.4 Parts I. & II. Design Summary, Page 2 of 2
NCDENR
Permit No
(to be provided by DWQ)
o?UF W ATF,goG
> y
p
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Mylan Pharmaceuticals
Contact person Anthony Lusk
Phone number [phone]
Date 5-Sep-08
Drainage area number 2 (Pond 2)
II. DESIGN INFORMATION
Site Characteristics
Drainage area 4,575,106.00 ftz
Impervious area 2,655,374.00 ftZ
% impervious 58.04 %
Design rainfall depth 1.00 in
Storage Volume: Non-SR Waters
Minimum volume required 218,216.00 ft'
Volume provided 234,475.00 ft'
Storage Volume: SR Waters
1-yr, 24-hr runoff depth in
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth 2.74 in
Rational C, pre-development (unitless)
Rational C, post-development 0.90 (unitless)
Rainfall intensity: 1-yr, 24-hr storm 0.11 in/hr
Pre-development 1-yr, 24-hr peak flow ft3/sec
Post-development 1-yr, 24-hr peak flow 10.40 ft3/sec c
Pre/Post 1-yr, 24-hr peak flow control 10.40 ft3/sec 1 !?
Basin Elevations
Basin bottom elevation
733
50
ft J !

`
Sediment cleanout elevation .
734.50 ft
Bottom of shelf elevation
P
l
l
ti
t 737.50
738
00 ft
f
ermanen
e
eva
on
poo . t
SHWT elevation ft
pti?K ,q
Top of shelf elevation 738.50 ft
Temporary pool elevation 740.00 ft
Form SW401-Wet Detention Basin-Rev.4 Parts 1. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Volume and Surface Area Calculations
SA/DA ratio 2.31 (unitless)
Surface area at the bottom of shelf 101,863.00 ft2
Volume at the bottom of shelf 281,163.00 ft3
Permanent pool, surface area required 105,685.00 ftZ
Permanent pool, surface area provided 109,112.00 ftZ OK
Permanent pool volume 333,907.00 ft3
Average depth for SA/DA tables 3.06 ft OK
Surface area at the top of shelf 116,552.00 ft2
Volume at the top of shelf 390,323.00 ft3
Forebay volume 67,312.00 ft3
Forebay % of permanent pool volume 20.16 % OK
Temporary pool, surface area provided 125,363.00 ft2
Drawdown Calculations
Treatment volume drawdown time 3.80 days OK
Treatment volume discharge rate 0.70 ft3/s
Pre-development 1-yr, 24-hr discharge ft3/s
Post-development 1-yr, 24-hr discharge ft3/s
Additional Information
Diameter of orifice 6 in
Design TSS removal 85 %
Basin side slopes 3.00 :1 OK
Vegetated shelf slope 10.00 :1 OK
Vegetated shelf width 10.00 ft OK
Length of flowpath to width ratio 3.02 :1 OK
Length to width ratio 1.69 :1 OK
Trash rack for overflow & orifice? y (Y or N) OK
Freeboard provided 2.00 ft OK
Vegetated filter provided? y (Y or N) OK
Recorded drainage easement provided? y (Y or N) OK
Capures all runoff at ultimate build-out? y (Y or N) OK
Drain mechanism for maintenance or emergencies (2)-8-
Form SW401-Wet Detention Basin-Rev.4 Parts I. & II. Design Summary, Page 2 of 2
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