20090119 Ver 2_More Info Received_20090529

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Cary, North Carolina 27518 ?e
Phone: [phone] Fax.• [phone] %4
29-May-09
TO: Joseph Gyamfi, PE - NC DWQ 401 Express Permitting Unit
FROM: Steven J. Miller, PE - CLH Design, PA
RE: JAMESTOWN MIDDLE SCHOOL SMP REVIEW
DWQ EXP # 09-0119v2
COMMENT RESPONSES
CC: File (1277-prmt)
Dear Joseph:
Attached please find the following documents that have been revised in response to your comments
dated May 28, 2009 for the above referenced project:
2 copies of revised Application Forms
2 copies of revised Drawings
Responses to Comments
Comment la: Application Form: Please submit an additional sheet with drainage area information
for Drainage Areas #3 and #4...
Response: Additional Drainage Basin information is attached. Also two copies of the updated
Application forms are attached which include the supplemental information for the
additional drainage areas.
Comment 1b: Application Form: Initials under Section VI of the Applccation Form must be
completed...
Response: The intitialled application page is attached. Also two copies of the updated
Application forms, referenced in response to Comment 1 a above, are attached which
include the updated page.
Comment 2a: Wet Ponds: This office is of the view that the flow elongation baffles in Ponds 93 and
#4 may not necessarily be cost and treatment effective...
Response: We agree and have deleted the baffles from ponds 3 and 4. Please see revised
drawings C3.0, C3.3 and C3.4 attached.
Comment 2bi: Wet Ponds, Planting Plan: Please choose a shrub other than Myrica cerifera...
Response: We have replaced Myrica cerifiera with Cornus sericea. Please see revised drawing
C7.7 attached.
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400 Regency Forest Drive, Suite 120Gg,? 9
DWQ SMP L-2.doc
Mr. Joseph Gyamfi
29-May-09
Page 2
Comment 2bii: Wet Ponds, Planting Plan: Plant spacing -please clam your herbaceous plant
spacing...
Response: We have revised the spacing to 21" o.c. average spacing and increased the quantities
to reflect 21" o.c. spacing. Please see revised drawing C7.7 attached.
Joseph, I trust these revisions are sufficient to allow your continued review and approval of this
application. Please call. or email with any additional comments or questions. Thank you for your very
quick review.
Sincerely,
DWQ SMP L-2.doc
Y?Kw
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 28, 2009
DWQ EXP # 09-0119v2
Guildford County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Andrew LaRowe
Guildford County Schools
617 West Market Street
Greensboro, NC 27401
Subject Property: Jamestown Middle School
STORMWATER MANAGEMENT PLAN (SMP)
REQUEST FOR MORE INFORMATION
Dear Mr, LaRowe:
On May 28, 2009, the Express Review Program of the Division of Water Quality (DWQ) received your
application dated May 20, 2009, and a stormwater management plan (SMP) dated May 12, 2009, from
Mr. Steven Miller of CLFI Design, PA for the above referenced project. Please provide the following
information so that we may continue to review your project and prevent return of your application as
required by 15A NCAC 2H .0506:
Additional Information Requested
Application norm:
a. Please submit an additional sheet with drainage area information for Drainage Areas # 3 and
# 4 having the same information as that given under Section III (Project Information) of the
Application Form. This includes the Basin Information as well as the detailed Impervious
Surface Area Breakdown for each drainage area.
b. The initials under Section VI of the Application Form must be completed.
Wet Ponds:
a. Flow Elongation Baffles: This office is of the view that the flow elongation baffles in Ponds
# 3 and # 4 may not necessarily be cost and treatment effective and therefore recommends
their removal.
b. Planting plan (Sheet C7.7):
(i) Please choose a shrub other than Myrica cerifera for your wet detention ponds, since it is
a known nitrogen-fixing plant.
(ii) Plant spacing - please clarify your herbaceous plant spacing. Does your 42" average
spacing for herbaceous plants refer to "on center" or is it the spacing between plants? If it
refers to on center, the planting is too sparse. It is within the recommended range of
spacing (18" - 24" on center) if it refers to the spacing between the plants.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet. http://h2o.enr.state,nc.uslncwetlands/
One
No1-thCarolina
Natlindif
An Equal Opportunity 1 Aitirmalive Action Employer
Jamestown Middle School
Andrew LaRowe
Page 2 of 2
May 28, 2009
Please respond within five (5) days of the date of this letter by sending two (2) copies of the above
information and any revisions in writing. The Express Review Program is a process that requires all
parties to participate in a timely manner.
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.
Please contact Joseph Gyamfi or Lia Myatt Gilleski at 919-733-1786 if you have any questions regarding or
would like to set up a meeting to discuss this matter.
Sincer ,
Cyndi Karoly, Supervisor
01 Oversight/Express Review Program
CBK/j8
cc: File copy
Sue Homewood, WSRO
USACE Raleigh Field Office
Steven Miller, CLH Design, P.A., 400 Regency Forest Drive, Suite 120, Raleigh, NC 27609
Supplemental Information (Part III, 5), Additional Drainage Basins
Basin Information Drainage Area 3 Drainage Area 4
Receiving Stream Name UT to Deep River UT to Deep River
Stream Class & Index No. WS-N; CA: * 17-(4) WS-IV; CA: * 17-(4)
Drainage Area 138,525-sf 233,050-sf
Existing Impervious* Area 0 1,700-sf
Proposed Impervious* Area 35,720-sf 47,090-sf
% Impervious* Area (total) 25.79% 20.94%
Impervious* Surface Area Determination (Breakdown)
Impervious* Surface Area
On-site Buildings 0 0
On-site Streets 32,000-sf 41,455-sf
On-site Parking 0 0
On-site Sidewalks 3,720-sf 4,205-sf
Other on-site 0 250-sf
Off-site 0 2,880-sf
Total: 35,720-sf Total: 48,790-sf
V. SUPPLEMENT FORMS
1. The applicable stormwater management supplement form(s) listed below must be submitted for each
BMP specified for this project. The most current form(s) located on the 401 /wetlands unit website at
http://h2o.enr.state.ne.us/su/bmp forms htm must be used. Please include both the Design Summary and
the Required Items Checklist along with all required items and supporting design calculations.
(Check the supplement forms that will be required for your project):
? Bioretention Supplement ? Level Spreader/Filter Strip/Restored Buffer
Supplement
? Dry Detention Supplement
? Grassed Swale Supplement
? Infiltration Basin Supplement
? Infiltration Trench Supplement
? Sand Filter Supplement
? Stormwater Wetland Supplement
0 Wet Detention Supplement
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the DWQ Central Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and two copies of the Express Review Stormwater Management Application ?yl
• Signed and Notarized Inspection and Maintenance Agreement
• Three copies of the applicable Supplement Form(s) for each BMP
• Application processing fee (payable to DWQ)
• Detailed narrative description of stormwater treatment/management
• Three copies of plans and specifications, including: ?-
?X Development/Project name
[X1 Engineer and firm
?X Legend
Q North arrow
Scale
Q Revision number & date
Mean high water line
?X Dimensioned property/project boundary
?X Location map with named streets or NCSR numbers
?X Original contours, proposed contours, spot elevations, finished floor elevations
Q Details of roads, drainage features, collection systems, and stormwater control measures
Q Wetlands and streams delineated, or a note on plans that none exist
Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
?X Drainage areas delineated
?X Vegetated buffers (where required)
1/2009 Version 1.l Page 4 of 5
OFFICE USE ONLY
Date Received Fee Paid Permit Number(s)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality 401/Wetlands Unit
EXPRESS REVIEW PROGRAM STORMWATER MANAGEMENT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. APPLICANT'S NAME (specify the name of the corporation, individual, etc. who owns the project):
Guilford County Public Schools
2. OWNER/SIGNING OFFICIAL'S NAME AND TITLE (person legally responsible for facility and
compliance): Andrew LaRowe, Executive Director - Facilities and Construction Management
3. OWNER MAILING ADDRESS (for person listed in item 2 above):
617 Market Street
Greensboro, NC 27401
4. OWNER ADDITIONAL CONTACT INFORMATION:
Phone: [phone] Fax: [phone] Email: [e-mail]
5. PROJECT NAME (subdivision, facility, or establishment name - should be consistent with project name
on plans, specifications, letters, inspection and maintenance agreements, etc.):
Jamestown Middle School
6. PROJECT LOCATION:
Street Address: 4815 Harvey Road
City: Jamestown County: Guilford State: NC Zip Code: 27282
Latitude: 35-d 59' 07" N Longitude: 79-d 54'44" W
7. DIRECTIONS TO PROJECT SITE (from nearest major intersection):
From Jamestown Town Hall (301 E. Main Street) travel east on E. Main St. (US-29/US-70) approx. 0.8-miles; turn
right and travel southeast on Vickery Chapel Rd. for approx. 0.3 miles; turn right and travel south on Harvey Rd.
(NCSR-1355) for approx. 0.6 miles. Site is located on left (east) side of the road behind 4815 Harvey Road
8. CONTACT PERSON (who can answer stormwater-related questions about the project):
Name: Steven J. Miller Company: CLH Design, PA
Phone: [phone] Fax: [phone] Email: [e-mail]
1/2009 Version 1.1 Page 1 of 5
II. PERMIT INFORMATION
1. THE PROJECT IS (check one): ?X NEW ? A RENEWAL ? A MODIFICATION
2. OTHER JURISDICTIONS:
Which local government(s) has jurisdiction over the project (e.g. Town of Cary or Johnston County)?:
Town of Jamestown
3. STORMWATER MANAGEMENT PROGRAM
Check all of the state-approved stormwater management programs (implemented by either the State or
local government) that apply to your project:
?X Phase II Post Construction X? Water Supply Watershed ? Neuse or Tar-Pamlico NSW
?X Randleman WSWS ? USMP ? Coastal Counties ? HQW ? ORW
4. PERMIT HISTORY (renewal or modification requests must complete this item):
Existing DWQ Permit Number: N/A Date Issued:
5. PROJECT TYPE (check one): ? Low Density* ?X High Density*
* Low Density projects shall be under 24% Impervious with only vegetated stormwater conveyances. A
curb and gutter or pipe system for stormwater conveyance shall result in reclassification of project as
High Density even if below 24%, except when pipes are used for road or driveway crossing purposes.
6. ADDITIONAL PROJECT REQUIREMENTS (check all that apply):
? CAMA Major ?X Sedimentation/Erosion Control ? NPDES Stormwater
?X 404/401 Permit ? Non-404 Jurisdictional Permit ? Other:
Note: Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III. PROJECT INFORMATION
1. STORMWATER TREATMENT METHODS (Describe briefly how stormwater will be treated):
Stormwater will be treated by four proposed wet detention ponds designed to remove 90% TSS from the first inch of
rainfall and reduce the post-development peak runoff rates to less than the pre-development rates for the 1-yr/24-hr
storm event.
Important Note: attach a detailed narrative (one to two pages) describing stormwater management for the
project.
2. RIVER BASIN/STREAM INFORMATION
a. Stormwater runoff from this project drains to which River Basin?: Cape Fear
b. Nearest named stream: Deep River
c. Water quality classification of nearest named stream: WS-IV / CA
1/2009 Version 1.1 Page 2 of 5
3. TOTAL PROJECT AREA: 68.67 (acres)
4. PROJECT BUILT UPON AREA: T 14.5
5. DRAINAGE AREAS (How many drainage areas does the project have?): 4
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Drainage Area I Drainage Area 2
Receiving Stream Name UT to Deep River UT to Deep River
Receiving Stream Class WS-IV; CA: *17-(4) WS-IV; CA: *17-(4)
Drainage Area 778,855-sf 347,610-sf
Existing Impervious* Area 5,665-sf 0
Proposed Impervious*Area 169,885-sf 207,785-sf
% Impervious* Area (total) 22.54% 59.78%
Imnervinus* Surfnre Area Tlr>tvrminntinn
Impervious* Surface Area Drainage Area I Drainage Area 2
On-site-Buildings 41,750-sf 68,340-sf
On-site Streets 0 0
On-site Parking 56,665-sf 119,080-sf
On-site Sidewalks 23,500-sf 17,765-sf
Other on-site 47,970-sf 2,600-sf
Off-site 5,665-sf 0
Total: 175,550-sf Total: 207,785-sf
yw Vtuuo ur cu ,') uejuneu uJ tae ounr upon area ineiuaing, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
6. EXPLAIN HOW THE OFF-SITE IMPERVIOUS AREA WAS DERIVED:
Digitized from 2008 aerial photography obtained from Guilford County GIS.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all subdivisions, outparcels and
future development draining to the proposed stormwater management devices prior to the sale of any lot. If
applicable, please complete and submit a copy of the deed restrictions and protective covenants along with
your application.
1/2009 Version 1.1 Page 3 of 5
Supplemental Information (Part III, 5), Additional Drainage Basins
Basin Information Drainage Area 3 Drainage Area 4
Receiving Stream Name UT to Deep River UT to Deep River
Stream Class & Index No. WS-N; CA: * 17-(4) WS-N; CA: *17-(4)
Drainage Area 138,525-sf 233,050-sf
Existing Impervious* Area 0 1,700-sf
Proposed Impervious* Area 35,720-sf 47,090-sf
% Impervious* Area (total) 25.79% 20.94%
Impervious* Surface Area Determination (Breakdown)
Impervious* Surface Area
On-site Buildings 0 0
On-site Streets 32,000-sf 41,455-sf
On-site Parking 0 0
On-site Sidewalks 3,720-sf 4,205-sf
Other on-site 0 250-sf
Off-site 0 2,880-sf
Total: 35,720-sf Total: 48,790-sf
V. SUPPLEMENT FORMS
The applicable stormwater management supplement form(s) listed below must be submitted for each
BMP specified for this project. The most current form(s) located on the 401 /wetlands unit website at
http://h2o.enr,state.nc.us/su/bmp forms htm must be used. Please include both the Design Summary and
the Required Items Checklist along with all required items and supporting design calculations.
(Check the supplement forms that will be required for your project):
? Bioretention Supplement ? Level Spreader/Filter Strip/Restored Buffer
Supplement
? Dry Detention Supplement
? Grassed Swale Supplement
? Infiltration Basin Supplement
? Infiltration Trench Supplement
? Sand Filter Supplement
? Stormwater Wetland Supplement
Q Wet Detention Supplement
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the DWQ Central Office.
I . Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and two copies of the Express Review Stormwater Management Application
• Signed and Notarized Inspection and Maintenance Agreement _-Z!52Z1
• Three copies of the applicable Supplement Form(s) for each BMP
• Application processing fee (payable to DWQ)
• Detailed narrative description of stormwater treatment/management
• Three copies of plans and specifications, including:
?X Development/Project name
?X Engineer and firm
?X Legend
?X North arrow
0 Scale
Q Revision number & date
Q Mean high water line
?X Dimensioned property/project boundary
?X Location map with named streets or NCSR numbers
0 Original contours, proposed contours, spot elevations, finished floor elevations
?X Details of roads, drainage features, collection systems, and stormwater control measures
Q Wetlands and streams delineated, or a note on plans that none exist
?X Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
Q Drainage areas delineated
Vegetated buffers (where required)
1/2009 Version 1.1 Page 4 of 5
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
1. DESIGNATED AGENT (individual or firm): CLH Design, PA Att: Steven J. Miller
2. MAILING ADDRESS:
CLH Design, PA
400 Regency Forest Drive, Suite 120
Cary, NC 27518
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2)
Andrew LaRowe , certify that the information included on this application form is, to
the best of my knowledge, correct and that the project will be constructed in conformance with the approved
plans, that the required deed restrictions and protective covenants (if applicable) will be recorded, and that the
proposed project complies with the requirements of 15A NCAC 2H .1000.
Signature: Ot? _ Date:
1/2009 Version 1.1 Page 5 of 5
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STOUD ENGINEERING, P.A. DATE: -1 3-
PROJECT NO. P600-001 GRAPHIC SCALE: 1 "=20' SCAL.E:1 =20 i 107-G COMMERCE STREET
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STROUD ENGINEERING, P.A. DATE: -13 0
107-e COMMERCE ST. SCALE V: 1 "-2~~ GREENVILLE, NC 27858
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PROJECT NO.P600-001 DRAWING NO, 004

°ROPOSED 6"INFLUENT
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BITUMINOUS CONCRETE BASE COURSE E COURSER TYPE H8.
6" MIN THICKNESS OR MATCH THIC iCH THICKNESS OF
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REVI51aN5
Npm Q TE DESCR P ION
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DETAILS
SWANSBORQ TOWNSNtP ONSLOI~ COIaNTY NORTH CAROLINA
6~= ~WNER~ W~BB CREEK WAfiE~ & SEWER ING pESlctvEO: ~~s m
~ A~DRE~S: 707 NORTH CHESTNUT STREET
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PHONE: ( 919) 739-0621 APPROVED: LES
fi 0~@ DATE; 3-13-09
STRODU ENGINEERING, P.A.
PROJECT NO.:-P--&00-001 107-8 COMMERCE STREET SCALE: AS NOTED
GREENVILLE, NORTH CAROLINA 27858 J, A. ML~NDAY, P. E. _ [phone] SHEET 4 OF 4
DRAWING NO.: 005