SW4081201_HISTORICAL FILE_20130109

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
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WYYMMDD

CERTIFIED I
North Carolina Departmei y�r,ISS
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W MJ ?r Environment and Natural (� (� ,t
:� • _ 585 Vl�,rrgh�'n to�Street } z f ®PITNE� ES
as Winston-Salem, NC 27107-2241 .}
02 1 P $ 005.590
WATER QUAL.2780.0001
_ MAILED FRO AUG 10 72011
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Mr. Darrell Walker
Winston-Salem Forsyth Co. BOE
1605 Miller Street
Winston-Salem_ NC 27103
'7 0 (0 9780 00o r �aa �d195
FORWARD TIME4EXPE RTN�TO SCND�/18/11
WINSTON SALEM FORSYTH COUNTY SCHOOLS
4001 IJETHANSA STA,r.coN RD
WZNSTON SALEM NC 2710SLI202
I RETURN TOSENDER I I J ii
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SENDER: COMPLETE THIS SECTION
COMPLETE THIS SECTION ON DELIVERY
■ Complete items 1, 2, and 3. Also complete
A. signature
I item 4 if Restricted Delivery is desired.
❑ Agent
X
! to Print your name and address on the reverse
❑ Addressee I
I so that we can return the card to you.
B. Received by ( Printed Name)
f
C. Date of Delivery l
■ Attach this card to.the back of the mailpiece,
or on the front if,space permits.
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D. Is delivery address different from item 1? ❑ Yes
i 1. Article Addressed to: r:
If YES, enter delivery address below: ❑ No
Mr. Darrell,Walker
j
I Winston-Salem Forsyth Co. BOE
I
1605 Miller Street
3. Service Type
Winston-Salem, NC 27103
mortified Mall ❑ Express Mail
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❑ Registered ❑ Return Receipt for Merchandise j
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❑ Insured Mall ❑ C.O.D. I
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4. Restricted Delivery? {Extra Fee) ❑ Yes
I2. 7012 2780 00Q1 4221 6184 i
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PS Form 3811, February 2004 Domestic Return Receipt 4,KW) g_jg�Tll 102595-02-M-1540,

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RECENED
N.C.Dept. of ENR
State of North Carolina
Department of Environment and Natural Resources JAN 0 9 2013
Division of Water Quality vdirneicn-saiem
Ra io• d-I Gifrce
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: 'SW 4081201 ,
2. Project Name: Rural Hall Elementary School Classroom Addition
3. Current Permit Holder's Company Name/Organization: Winston-Salem/Forsyth County Schools
4. Signing Official's Name: Darrell Walker Title:Assistant Superintendent
5. Mailing Address: 1605 Miller Street
City: Winston-Salem State: NC Zip:
6. Phone: ( 336 ] 727.2816
Fax: ( 336 }
727-8404
27103
II. PROPOSED PERMITTEE 1 OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
❑ Change in ownership of the property/company (Please complete Items t, 2, 3, and 4 below)
® Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization:
2. Proposed permittee's signing official's name:
3. Proposed permittee's title:
4. Mailing Address: P. 0. Box 2513
City:
Winston-Salem
Phone:( 336 } 727-2095
5. New Project Name to be placed on permit:
State: NC Zip:
Fax:( 336) 661-3257
27102-2513
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #i above and provide name of HOA/POA's authorized representative in #2 above)
❑ The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev24Sept2012 Page 1 of 4
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III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership.
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
G. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
® Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, Darrell Walker , the current
permittee, heraby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
❑ Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
I, , the current permittee, am submitting this application
for a transfer of ownership for permit # . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form.
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit. l
Signature. 1-i ����� Date:
North Carts ina
Darrell Walker
County of
a Notary Public for the State of
do hereby certify that
personally appeared before me this the
day of January _, 20 13 and acknowledge the due execution of the
forctoing instrument. Witness my hand and official seal,
Notary S ature
(Notary Seal)
LATHY C. VANSTPHEN
Notary Public
Forsyth CAurlhf C� r7
Iy COfittrllSSiOrti Expires
SSW N/O Change Rev24Sept2012 Page 2 of 4

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V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that i have received a copy of: (check all that apply to this permit)
the most recent permit
the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
❑ the DWQ approved plans and/or approved as -built plans
❑ the approved operation and maintenance agreement
Epast maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this application package will be returned as incomplete.
Signature:
Date:
a Notary Public for the State of
, County of , do hereby certify that
personally appeared before me this the
day of _ , 20 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
SSW N/O Change Rev24Sept2012 Page 3 of 4

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VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 1I and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name:
Organization:
Title within the Organization:
Street Address:
City: State: Zip:
Mailing Address:
(if different from street address)
City: State: Zip:_
Phone: Fax:
Email:
-.-,certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature of the property owner
Date:
a Notary Public for the State of
, County of , do hereby certify that
personally appeared before me this the
day of 20 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature
SSW N/O Change Rev24Sept2012 Page 4 of 4

MEMORANDUM
WS/FCS OPERATIONS DEPARTMENT
336-727-2616 FAX: [phone]
TO: Robert Patterson, PE
Environmental Engineer
NCDENR
FROM: Sheila Willard
DATE: January 3, 2012
RE: Rural Hall Elementary School Classroom Addition
Stormwater Permit #SW 4081201
Name/Ownership Change Form
Please find enclosed the above referenced Change Form which has been fully executed.
If you have any questions, please advise.
Cc: Todd Kneller/Winston-Salem Forsyth County Schools

Patterson, Robert
From: Patterson, Robert
Sent: Tuesday, December 11, 2012 12:34 PM
To: 'Kneller, Todd E.'
Subject: RE: SW4081201 - Rural Hall Elem. Sch. - Plan Revision Approval
Todd,
Any update on this? Thanks.
Robert
From: Kneller, Todd E.[mailto:[e-mail]]
Sent: Tuesday, November 20, 2012 11:23 AM
To: Patterson, Robert
Subject; RE: SW4081201 - Rural Hall Elem. Sch. - Plan Revision Approval
Robert,
I apologize for not getting back to you on this sooner; I placed a request to our admin office to find out where
exactly the new plans should be sent and have not heard back yet. I hope to find out something soon so that
can follow through with the update. "Thanks much and happy Thanksgiving!
Todd Kneller
WS/FCS Maintenance Division
"Patterson, Robert" <robert.Patterson gncdenr.gv_> wrote:
Todd,
The hardcopy of this just came back as undeliverable. The address I used is the one we have in our database for the
owner of this permit. If it has changed, please submit the name/ownership change form so that we can update our
database. The form can be found at: http://portal.ncdenr.org/web/­w-q/wsLu/statesw/forms does#tab-3
Once I receive the correct owner information, I'll get this mailed back out. Please let me know if you have any
questions. Thanks.
Robert D. Patterson, PE
Environmental Engineer
NCDFNR i DWQ I Stormwater Pcrmit.Ling
1617 Mail Service Center, Raleigh, NC 27699-1617 Mail 1 512 N. Salisbury St, 91h Floor, R.ileigh, NC 27604 [,ocation &. Parcels
[phone] Phoiw 1 [phone] Fax I Robert.. Patterson ancdenr.gov Email I littp://pnrtal.ncdenr,org/web/wq/ws/su W-hsill;
■A Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is
exempt by statute or other regulation.
From: Patterson, Robert
Sent: Friday, October 26, 2012 10:03 AM
To: 'Kneller, Todd E.'
Cc: Homewood, Sue
Subject: SW4081201 - Rural Hall Elem. Sch. - Plan Revision Approval
Todd,
Please see attached for your files.

r
Sue — I'll be sending you the hardcopy to put in the project file there in WSRO.
Thanks
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617 Mail 1 512 N. Salisbury St, 9th Floor, Raleigh, NC 27604 Location &. ['m-cels
[phone] Phone I [phone] Fax I Robert. Patterson rrncdenr. gov Email I http://portal.ncdenr,org/web/­wq/ws/­su Web -site
r', Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is
exempt by statute or other regulation.
From: Kneller, Todd E. [maiIto: [e-mail]]
Sent: Thursday, October 18, 2012 2:32 PM
To: Patterson, Robert
Subject: RE: Plan revision submittal
Mr. Patterson,
Excellent. 1 appreciate your prompt reply. Shall I go ahead the paper copy to you or would you prefer
me to wait and send the signed final submittal? For that matter, I'd be glad to send them both (I've
already placed the first draft and cover letter into an envelop, so it's no trouble). Thanks again,
"Todd Kneller I Environmental Coordinator I %VS/FCS N'laintenance Division f 536.661.4999 ofc
From: Patterson, Robert [[e-mail]]
Sent: Thursday, October 18, 2012 14:22
To: Kneller, Todd E.
Cc: Homewood, Sue
Subject: RE: Plan revision submittal
Todd,
I think this looks ok. I'm not as concerned with only having 2' of media here since you are sticking to grasses (no
shrubs/trees). I will say that the native grasses may shade out any remaining turf grass, so you may need to cover bare
spots with double or triple shredded hardwood mulch. Either way, this will be better than having dead turf grass.
Thanks.
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617 Mail 1 512 N. Salisbury St, 9th Floor, Raleigh, NC 27604 Location w Parcels
[phone] Phone [phone] Fax I Robert. Patterson ancdenr.gov Email I http://portal.ncdenr.org/web/wq/ws/su Website
�A Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is
exempt by statute or other regulation.
From: Kneller, Todd E. (mailto:tekneller(awsfcs.kl2.nc.us]
Sent: Thursday, October 18, 2012 2:08 PM h
J z

` "ro: l'�'atterson, Robert
Cc: Homewood, Sue
Subject: Plan revision submittal
Importance: High
Mr. Patterson,
Thank you for taking time to speak with me today. I've attached the cover letter and a copy of the plan
revision for the bio-cell vegetation at Rural Hall Elementary School in Rural Hall, NC. The P.E. working
on the plan revision stated that he would sign the plans for final submittal once you've had a chance to
look at them and share your opinion.
I will also send the letter by mail along with a copy of the plans. I've copied Sue Homewood on this
email to keep her in the loop. Thank you and please feel free to contact me with any questions or
concerns. Have a great day!
Todd Kneller I Emvironnumtal Coordinator I WS/ FCS N$aintenance Division 1 :iti6.GG 14999 oiu
All e-mail correspondence to and from this address is subject to the North Carolina Public Records Law, which
may result in monitoring and disclosure to third parties, including law enforcement. AN EQUAL
OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER

Homewood, Sue
From: Douglas, Kristie
Sent: Wednesday, October 12, 2011 10:27 AM
To: Basinger, Corey; Boone, Ron; Carter, Jenifer; Euliss, Amy; Graznak, Jenny; Homewood, Sue;
Hudson, Gary; Iverson, John; Mauney, Steve; Mickey, Mike; Smith, George; Thomas, Mike;
Wanucha, Dave; White, Sue; Yocum, Tom
Subject: FYI -Address Change
WS FC Schools has a new address. Please keep this for your records and send all future correspondence to:
WS-FC Schools
4801 Bethania Station Road
Winston-Salem, NC 27105-1202
Kr6Wte,D0Ue1 *
NC Dept. of Environment & Natural Resources
585 Waughtown Street
Winston-Salem, NC 27107
Ph. [phone]
Fax [phone]
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 30, 2011
CERTIFIED MAIL 7010 2780 0001 4221 6542
RETURN RECEIPT REQUESTED
Mr. Darell Walker
Winston-Salem/Forsyth County Board of Education
1605 Miller Street
Winston-Salem NC 27103
Subject: Stormwater Permit No. SW4081201
Response to Inspection Report and Notice of Noncompliance
Rural Hall Elementary School Classroom Addition
Forsyth County
Dear Mr. Walker:
The Division of Water Quality (Division) is in receipt of a Violation Response and plan of action dated August
25, 2011, The Division has reviewed your letter and requires the following action to be taken.
A review of the documentation provided and discussions with Division staff reveal that inspections have been
conducted and deficiencies in the Bioretention Cell had been noted by County staff. It is essential in the future
that all inspection results be addressed in a timely manner. Please review Condition II. 3 of Permit No.
SW4O8O701 and ensure that future records clearly document all activities required by the permit.
You have proposed a two-phase corrective action and Division approves your proposal. •Phase I has been
completed and involved seeding the biocell with an appropriate seed mix and utilizing landscape matting in an
effort to obtain a dense, uniform, stand of vegetation without the presence of weeds. Phase 11 involves
replacing the vegetation with an appropriate species of sod in the spring/summer if the bioretention cell is
insufficiently vegetated at that time. You must contact Sue Homewood, Division staff by phone or email 3O
days prior to the appropriate time to plant sod in order to conduct a site visit to determine if sod is necessary.
North Carolina Division of Water Quality, Winston-Salem Regional Office
Location: 585 Waughtown St Winston-Salem, North Carolina 27107
"hone: 336-771-50001 FAX: [phone] Customer Service: 1-877-623.6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCaroina
Naturally

A
Mr. Walker
September 30, 2011
Page 2 of 2
Thank you for your attention to this matter. This Office is still considering sending a Recommendation for
Enforcement to the Director of the Division of Water Quality regarding these issues and any future/continued
violations that may be encountered. Your above -mentioned response to this correspondence will be considered
in this process. This office requires that the violations, as detailed above, be abated immediately. These
violations and any future violations are subject to civil penalty assessment of up to $25,000.00 per day for each
violation. Should you have any questions regarding these matters, please contact Sue Homewood at this office
at 336-771-4964 or sue.homewood ncdcnr. ov or myself at 336-771-5000.
Sincerely,
'01'/W. Corey Basinger
Water Quality Regional Supervisor
Winston Salem Regional Office
cc: Todd Kneller, WSFCS (via email)
Jay Guffey, DMP (via email)
DWQ WSRO
DWQ WBSCaPE Unit NOV-201 1 -PC-045 2
xwy
■ Complete items 1, 2, and 3. Also complete A. S''�natur8
item 4 if Restricted Delivery is desired. �1 ❑ Agent
X.�iitf
j ■ Print your name and address on the reverse ❑ Addressee
so that we can return the card to you. B. eiv b ,{Printed ame) C. D to of D livery a'
0 Attach this card to the back of the mailplece, /3 �,'f , y
or on the front if space permits. V
I 1. Article Addressed to: D. Is delivery address different from ite 1?1 s
If YES, enter delivery address below: ❑ No
r
Mr. Darrell Walker ,
Winston-Salem Forsyth Co. Schools 1,
4801 Betha n jaL Station Road } 3. Service Type
Winston-Salem, NC 27105-1202 Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise I
❑ Insured Mail ❑ C.O.D.
&o14Dr 4. Restricted Delivery? (Extra Fee) ❑ Yes ;
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PS Form 3811, February 2004 Domestic Return Receipt . p y 102595.02-M•1540 {

Homewood, Sue
From: TEKneller@wsfcs. k12. nc. us
Sent: Thursday, September 22, 2011 1:58 PM
To: Homewood, Sue
Subject: RE: Rural Hall biocell
Sue,
Given the time of year, which is ideal for seeding, we decided to take the most cost-
effective and environmentally -conscious method and put down a seed mix and landscape matting
in order to restore a dense stand of vegetation in the basin. Since the last three
applications of sod did not hold, and since we would have to wait until next June -July to lay
down warm -season sod (i.e. hybrid Bermuda or centipede), we felt that the time
was right to make an attempt at seeding. We aim to have a thick, tall
stand of mixed grasses come up through the Fall and into next Spring. Let me know if you
have any questions. Thanks much!
Todd Kneller I Environmental Coordinator WSFCS Maintenance Division
"Homewood, Sue"
<sue.homewood@ancd
enr.gov>
"[e-mail]"
09/22/2011 01:08 <[e-mail]>
PM
RE: Rural Hall biocell
Hi Todd,
To
cc
Subject
Can you update me on the School's decision on what approach to take. T need to write a final
approval of your "restoration" plan and want to be sure to indicate the path you intend to
take.
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
1

FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
-----Original Message -----
From: Homewood, Sue
Sent: Thursday, September 08, 2011 3:19 PM
To: '[e-mail]'
Subject: RE: Rural Nall biocell
Hi Todd,
I
As long as you can provide me with written justification of why the spring sod would be a
better chance of long term success than re -sodding now, then we can wait until spring.
Assuming that you can provide that justification, then if you want to try to use landscape
matting in the interim and a dense stand of grass results before the time to plant the spring
sod, we would not require sod in the spring. But if the matting does not work to provide
adequate vegetation we will still require you to re -sod in the spring, we will not allow any
longer to try to enhance the grass that was planted with the landscape matting. I hope this
is clear.
Sue
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
-----Original Message -----
From: [e-mail][mailto:[e-mail]]
Sent: Thursday, September 08, 2011 11:04 AM
To: Homewood, Sue
Subject: Rural Hall biocell
Importance: High
Sue,
Good morning! Just a follow up to our telephone conversation yesterday...
you reported that we could wait until Spring if necessary to install sod and that using
landscape matting along with seed (or stolons) would be an acceptable way to plant the
biocell. Also that hybrid Bermuda grass and Centipede grass are mentioned as 'tested
successful' in the State BMP manual.
Can you confirm this? Thanks much,
Todd Kneller I Environmental Coordinator WSFCS Maintenance Division
2

Homewood, Sue
From: Basinger, Corey
Sent: Thursday, September 08, 2011 9:39 AM
To: Homewood, Sue
Subject: W-S Schools address
Spoke to Chris Radesi this morning with W-S/Forsyth Co Schools.
He wanted to make sure that we had received his most recent response to our NOV.
He also wanted to make sure that we changed the contact address for future correspondences.
The new address is 475 Corporate Square Drive, W-S, NC 27105.
CB
W. Corey Basinger
Supervisor, Winston-Salem Regional Office
Surface Water Protection Section
Division of Water Quality
Email: [e-mail]
Phone: [phone]
Fax [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
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I o er:r To Mr. Darrell Walker �•�
Sueer;Ai WS-FC Board of Education -------
of PO 80 Clry, Sign 4801 Bethania Station Road ____
-
Winston-Salem, NC 27105-1202
■ Complete items 1, 2, and 3. Also complete
item 4 If Restricted Delivery Is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
j 1. Article Addressed to:
Mr. Darrell Walker
WS-FC Board of Education
4801 Bethania Station Road
Winston-Salem; NC 27105-1202
} r. long I on I
A. Signature
X gent
Addressee
B. Receive by ( Printed Name) C. Date of Delivery ;
D. Is delivery address different from item 17 ❑ Yes 4
If YES, enter delivery address below: ❑ No ;
I
3. Service Type I
15 —Cerfifled Mail ❑ Express Mail
❑ Registered © Return Fecelpt for Merchandise
❑ Insured Mall 0 C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
i
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`1 7010 2780 0001
4221 6795 t
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PS Form 3811, February 2004
Domestic Return Receipt
102595-02-M-1540;
0

Winston-SalemlForsyth County Schools
P.O. Box 2513
Winston-Salem, NC 27102-2513
[phone] Fax[phone]
website: wsfcs.k12.nc.us
Board of Education
Donny C. Lambeth, Chair
A.L. (Buddy) Collins
John Davenport, Jr.
Jane D. Goins
Victor Johnson, Jr.
Jeannie A. Metcalf
Elisabeth Motsinger
Marilyn A. Parker
Jill A. Tackabery
Donald L. Martin, Jr.
Superintendent
August 25, 2011
Mr. W. Corey Basinger
Water Quality Regional Supervisor
Winston-Salem Regional Office
NCDENR
585 Waughtown Street
Winston-Salem, North Carolina 27107
Re: Stormwater Permit No. SW4081201
Failure of Condition IL3 of Above Permit
Rural Hall Elementary School
Forsyth County
Dear Mr. Basinger:
N-C, Dept.., a-,,n
AUG 3 0 `r'if
WnatonSaleT
Reglonal 0 'ce
Per your Letter on August 8, 2011, we are pleased to provide the following
responses:
• Required Response 1: Copies of our Inspection reports are attached to this
letter. Our documents are now regularly recorded, and on going. We will
submit the annual summary to you at the appropriate anniversary date,
and understand that no further action is required until next year's annual
report.
• Required response 2: Our monthly inspection on 3/25/2011 stated that
vegetation had died. A note on the report also says contractor was notified
and asked to replace the sod. We have an email string starting on
4/06/2011 notifying our contractor (Hendrick Construction) that the sod
was dead. WS/FCS will continue to inspect monthly and within 24 hours
after every storm event greater than 1.0 inches of rain. This is accordance
to the Bioretention Operation and Maintenance Agreement.
Required Response 3: The biocell will receive new sod when conditions
are more conducive to establishing vegetation sustainability. A lock has
been placed on the biocell with signage stating no that this is a no trespass
area. WS/FCS has also talked to the Rural Hall Principal and explained
that no other vegetation can be placed in the biocell, and for him to
educate his staff and PTA.
WS/FCS would like to request a 30 day extension to ensure our sod choice is
sustainable and drought resistant, and that it still meets the Bioretention
Operation and Maintenance Agreement. This would allow a wider window to
locate, acquire, and install new sod in case completion ran past September 2011.

Mr. Basinger
Page 2
August 25, 2011
Sue Homewood was a big help meeting with us on site August 24, 2011. This
allowed us to ask some questions to help understand WS/FCS obligation for this
biocell. Sue graciously listened to our questions and said she would follow up
with Raleigh about a couple of options regarding species of sod that will would
be expectable but less water reliant and get back to WS/FCS with their
interpretation.
We believe these actions, once completed will finalize the necessary steps to be
in compliance with our permit. We will notify Ms. Homewood once the sod has
been installed to verify our compliance and appreciate your continued assistance.
Please also find WS/FCS 2011 yearly summary report for Stormwater Permit 4
SW4081201.
Please let me know if there is anything else that I can do to facilitate the effort.
Thank you both.
WINSTON-SALEM/FORSYTH COUNTY SCHOOLS
Chris Radesi
Construction Specialist

Created: ed: ,1/20 , 11111111 In pill 1111 I1 oil e Created: 10/1/2010 12:10AM Printed on: 11/21201C
Work Order ID 58192
Craft Environmental Services Completion Date9/30/2010
Description
Monthly - Stormwater System Inspection - Refer to PM schedule
details.
Location
Rural Hall Elementary
Reguest Date
10 1 2010
SuHding
Status
Closed Work Orders
_
Area
Priority
Medium
Area Number
Purpose Code
Preventive Maintenance
Equip Item No.
StrmWtr504
Budget Code
Equip. Desc
Blo-Cell
Requester
Barry Smith
Assigned To
Sanders, Carlos
Requester Phone
336-661-4999
Notes
abor To Date: h
Purchases To Date: $0.00
ate
Name
Hrs
Date
PO
Description
Supplier
Qty
Cost
Each
Inventory To Date: $0.00
Date
Item No
Description
Qty
Pool
Action Taken
Bio-Retention has not been hand -over to maintenance yet, but
everything looked like it Is working properly.
-hniripnlO inart�Scnr nntc rn Fr—,H^n/8,­f-aA q„ rlata

a Created: 111112010 12:10AM VV J Printed on: 12121201C
Work Order ID 61506
Craft Environmental Services Completion Date12/1/2010
Description
Monthly - Stormwater System Inspection - Refer to PM schedule
details.
Location
Rural Hall Elementary
Request Date
11 1 2010
Building
Status
Closed Work Orders
Area
-PrionW
Medium
Area Plumber
Purpose Code
Preventive Maintenance
_Equie Item No.
StrmWtr504
Budget Code
Equip. Desc
Bio-Cell
Requester
Barry Smith
Assigned To
Sanders, Carlos
Requester Phone
336-661-4999
Notes
abor To Date, h
Purchases To Date: $0.00
ate
Name
Hrs
Date
PO
Description
Supplier
Qty
Cost
Each
Inventory To Date: $0.00
Date
Item No
Description
Qty
Pool
Action Taken
Nov. Inspection. No issues to report.
�h ni.-i a n !G .nan,icnr
n atc
r nfir.,,,f;�n�erronee.� a., na*a

Winston-Salem/Forsyth County Scho6s 1111111111111111111111
Pane 1 of 2
Date Created: 12/1/2010 12:10AM Printed on: 1/11/2011
Work Order ID 64428
Traft Environmental Services
Completion Date1/11/2011
Description
Monthly - Stormwater System Inspection - Refer to PM schedule
details.
Location
Rural Hall Elements
Re_quest Date
12 1 2010
Building
Status
Closed Work Orders
Area
Priority
Medium
Area Number
Purpose Code
Preventive Maintenance
Equip Item No.
StrmWtrSO4
Bud et Code
Equip. Desc
Bio-Cell
Requester
Barry Smith
Assigned To
Sanders, Carlos
Requester Phone
336-661-4999
Notes
Labor To Date: h
Purchases To Date: $0.00
Date
Name
Hrs
Date
PO
Description
Supplier
Qty
Cost
Each
Inventory To Date: $0.00
Date
Item No
Description
Qty
Pool
Action Taken
SNIP is still working properly, Gate needs a lock. Due to the cold, not
sure if the grass sod that was planted last few months will grow as
tanned.
Tech n i cian/Su pervisor
www.schooldude.com MaintenanceDirect
Date Confirmation/Accepted By Date
Printed by Carlos Sanders

Wi111111111111111111111 Winston-Saleln/Forsyth County Schools Pape , of
Date Created: 1l31201 i 12:11AM Printed on: 2/8/2011
Work Order ID 67032
Graft Environmental Services
Completion Date2/1/2011
Description
—
Monthly - Stormwater System Inspection - Refer to PM schedule
details.
Location
Rural Hall Elementary
Request Date
1 3 2011
Building
Status
Closed Work Orders
Area
Priority
Medium
Area Number
Purpose Code
Preventive Maintenance
Equip Item No.
Strn)Wtr504
Budget Code
Equip. Desc
Bio-Cell
Requester
Barry Smith
Assigned To
Sanders, Carlos
Requester Phone
336-661-4999
Notes
Labor To Date: h
Purchases To Date: $0.00
Date
Name
Hrs
Date
PO
Description
Supplier
Qty
Cost
Each
Inventory To Date: $0.00
Date
Item No
Description
Qty
Pool
Action Taken No issues to report.
Techn ician/Supervisor
www,schooldude.com Maintenancel)lrect
Date Confirmation/Accepted By Date
Printed by Carlos Sanders

County S
Pape I of 2
DatetCreated: 3 112011� 12:05AMchools 11111111 II Printed on: 3/25/2 11
Work Order ID 73431
Craft Environmental Services
Completion Date3/25/2011
Description
I Monthly - Stormwater System Inspection - Refer to PM schedule
details.
Location
Rural Hall Elementary
—Request Date
3 1 2011
Building
Status
Closed Work Orders
Area
Priority
Medium
Area Number
Purpose Cade
Preventive Maintenance
Equip Item No.
StrmWtr504
bud et Code
Equip. Desc
Sio-Cell
Requester
Barry Smith
Assigned To
Kneller, Todd
Requester Phone
Notes
Gabor To Date: h
Purchases To Date: $0.00
Date
Name
Hrs
Date
PO
Description
Supplier
Qty
Cost
Each
Inventory To Date: $0.00
Date
Item No
Description
Qty
Poo!
I
Action Taken BMP is functioning correctly. Sod has died... re -sod (or mulch??) based
on design specs to establish dense stand of vegetation.
Technician/5upervlsor Date Confirmatlon/Accepted By Date
www.schooldude.com MaintenanceDlrect printed by Todd Kneller

W to Created:
: 4/112011 County Schools 1111111111111111111111 Printed on: 4/28/2011
Oate Created: 4I112011 12:03AM
Work Order ID 76781
Craft Environmental Services
Completion Date4/28/2011
Description
Monthly - Stormwater System Inspection - Refer to PM schedule
details,
Location
. Rural Hall Elementary
Request Date
4 1 2011
Building
status
Closed Work Orders
Area
Priority
Medium
Area Number
Pur ose Code
Preventive Maintenance
Equip Item No.
StrrnWtr504
Bud et Code
Equip. Desc
Bio-Cell
Requester
Wayne Loflin
Assigned To
Kneller, Todd
Requester Phone
336-661-4999
Notes
Labor To Date: h
Purchases To Date: $0.00
Hate
Name
Hrs
Date
PO
Description
Supplier
Qty
Cost
Each
Inventory To Date: $0.00
Date
Item No
Description
Qty
Pool
Action Taken
4/28/11 BMP functioning correctly. Vegetation has died. Contractor
has been asked to replace. T,Kneller
Tech ician/Su pe rviso r
www.schooldude.com MaintenanceDirect
Date Confirmation/Accepted By
Date
Printed by Todd Kneller

lte Created: 5 2/201112:03AMchools 1111111111111111111111 Printed on:Da5/26/211
Work Order ID 80149 Craft Environmental Services Completion DateS/26/2011
Description
Monthly - Stormwater System Inspection - Refer to PM schedule
details.
Location
Rural Flail Elementary
Request Data
5 2 2011
Building
Status
Closed Work Orders
Area
Priority
Medium
Area Number
Pur ose Code
Preventive Maintenance
Equip item No.
StrmWtr504
Bud et Code
Equip. Desc
Sio-Cell
Requester
Wayne Loftin
Assigned To
Kneller, Todd
Requester Phone
336-661-4999
Notes
Labor To Date: h
Purchases To Date: $0.00
Date
Name
Krs
Date
PO
Description
Supplier
Qty
Cost
Each
+7
Inventory To Date,. $0.00
Date
Item No
Description
Qty
Pool
Action Taken Vegetation has died... contractor has been alerted. Otherwise, BMP
appears to be functioning correctly. T.Knelier
Tech nicia n/Supervisor
Date Confirmation/Accepted By
Date
www.schooldude.com MalntenanceDirect
Printed by Todd Kneller

Winston algid: !V201th County Schools 111111111111111 printed on: 7/1212011
Date Creased: 7!1/201 ] 12:03AM
Work Order ID 87280
Craft Environmental Services
Completion Date7/12/2011
Description
Monthly - Stormwater System Inspection - Refer to PM schedule
details.
Location
Rural Hall Elementary
Request Date
7 1 2011
Building
Status
Closed Work Orders
Area
Priority
Medium
Area Number
Purpose Code
Preventive Maintenance
Equie Item No.
StrmWtr504
Budget Code
Equip. Desc
Bio-Cell
Requester
Wayne Loflin
Assigned To
Kneller, Todd
Requester Phone
336-661.4999
Hates
Labor To Date: h
Purchases To Date: $0.00
Date
Name
Mrs
ate
PO
Description
Supplier
Qty
Cost
Each
Inventory To Date: $0.00
Date
Item No
Description
Qty
Pool
Action Taken 7-7-11 No issues to report. Appears that contractor has spread seed
and straw; ensure that it is irrigated. T.Kneller
Technician/Supervisor
www.schooldLide.com MaintenanceDirect
Date Confirmation/Accepted By
Date
Printed by Todd Kneller

N/inston-SalemlForsyth County Schools 11111111111111111111111
Paae 1 of 2
Date Created: 8/1/2011 12:03AM Printed on: 8/1012011
Work order ID 89538
Craft Environmental Services
Completion Date8/10/2011
Description
Monthly - Stormwater System Inspection - Refer to PM schedule
details.
Location
Rural Hall Elementary
Request Date
B 1 2011
Building
Status
Closed Work Orders
Area
-Priority
Medium
Area Number
Purpose Code
Preventive Maintenance
Equip Item No.
StrmWtr504
Budget Code
Equip. Desc
Bio-Cell
Requester
Wayne Loftin
Assigned To
Kneller, Todd
Requester Phone
336-661-4999
Notes
Labor To Date: h
Purchases To Date: $0.00
Date
Name
hrs
Date
PO
Description
Suppfler
Qty
Cost
Each
Inventory To Date; $0.00
Date
Item No
Description
Qty
Pool
Action Taken
BMP appears to be functioning normally. Straw added by contractors?
Plan to repair vegetation this Fall season. TK
Technician/Supervisor
wwwschooldudexom MalntenanceDirect
Date Confirmation/Accepted By
Date
Printed by Todd Kneller

Carlos Sanders
Winston Salem/Forsyth County Schools
Maintenance Division
4897 Lansing Drive
Winston Salem, NC 27105
August 29, 2011
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
State Stormwater Permit #SW4081201
Dear Ms. Homewood:
This letter is to provide you a summary report on State Stormwater Permit #SW4081201, Rural Hall
Elementary. This letter is to serve as the annual inspection report and provide NCDENR insight with the
work completed by Winston Salem/Forsyth County Schools(WSFCS). The site was approved August
2010. Since the approved date, the BMP has been inspected monthly and after everyone inch rain event.
A maintenance log has been kept within the WSFCS work -order system(soft-copy) and in a file
cabinet(hard-copy) at the maintenance department location on Lansing Drive.
A summary of a few inspections are listed below:
10/2010--Bio Cell working properly. All features of the Bio Cell showed no issues for concern.
1 1/2010--Bio Cell still had no issue to report
12/2010--Bio Cell working properly. Noted that a lock needed to be installed and there were concerns
about the Sod not growing due to the cold weather.
I/2011--Bio Cell still working as designed
4/201 1--Bio Cell still working as designed. Contractor was asked to replace sod.
5/201 1--Bio Cell still showing no issues besides Sod. Contractor contacted again for a follow-up. Lock put
on gate.
7/201 1--Bio Cell working properly. We noticed the contractor had seeded and placed straw on the bottom
of Bio Cell.
8/2011 --Bio Cell still working with no issues. Contractor planned to replace Sod during planting season.
Failed yearly inspection. Met with Sue Homewood, NCDENR, to present a few questions and to present
our course of actions to bring site back into compliance. Chris Radesi wrote a response letter to violation
warning WSFCS received on August 8, 2011. Sue Homewood is checking into finding answers to the
questions presented during the meeting.
We will continue to inspect and log our inspections on a monthly basis and file a yearly inspection with the
NCDENR local office. Next yearly inspection is due August 2012.
Thanks in advance,
Carlos Sanders
Civil Engineer Apprentice
Certified Stormwater BMP Inspection and Maintenance Professional #1214

FOYAJ
A"!�'A
NC®ENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
CERTIFIED MAIL 7010 2780 0001 4221 6184
RETURNI RECEIPT REQUESTED
Mr. Darell Walker
Winston-Salem/Forsyth County Board of Education
1605 Miller Street
Winston-Salem NC 27103
Subject: Stormwater Permit No. SW4081201
Inspection Report and Notice of Noncompliance
Rural Hall Elementary School Classroom Addition
Forsyth County
Dear Mr. Walker:
Resources
Dee Freeman
Secretary
August 8, 2011
On March 24, 2009 the Division of Water Quality (Division) issued a High Density Commercial Property
Stormwater Permit for the proposed Rural Hall Elementary School Classroom Addition in Rural Hall, NC in
Forsyth County. On July 11, 2011, Sue Homewood from this Division conducted a routine inspection of the
approved Stormwater Collection and Treatment System. The following items were noted during their
inspection and a subsequent file review:
Condition II.3 of Permit No. SW4080701 requires that "the permittee shall at all time provide the
operation and maintenance necessary to assure the permitted stormwater system functions at optimum
efficiency." The following maintenance problems were noted during the inspection:
o The approved vegetation (sod) has not been properly maintained. A file search has resulted in
information to indicate that the Biorentention Cell was installed as approved in August 2010,
however since that time the sod that was installed has died.
o The vegetation present at the time of the inspection (seed and mulch) does not match the
approved vegetation.
North Carolina Qivision of Water Quality, Winston-Salem Regional Office
Locatlom 585 Waughtown St. Winston-Salem, North Carolina 27107
Phone: [phone] FAX. [phone] Customer Service: 1-877-623-6748
Internet: tivvm.ncwaterquality.orq
An Equal Opportunity L Affirmative Action Employer
NorthCaroiina
Naturally

Mr. Walker
August 8, 2011
Page 2 of 3
Required Response
Accordingly, you are directed to respond to this letter in writing within 30 calendar days of receipt of this
Notice. Your response should be sent to this office at the letterhead address and include the following:
1. Submit all inspection and maintenance records, or a statement of why records cannot be provided as
required by the permit.
2. The inspection records should clearly note when it was determined that the sod was no longer viable and
what action was taken to replace the vegetation and when the action was taken. If the inspection records
are insufficient, please provide a summary of this information to the best of your ability.
3. A corrective action schedule to re -vegetate the bioretention cell with the approved vegetation.
Thank you for your attention to this matter. This Office is considering sending a recommendation for
enforcement to the Director of the Division of Water Quality regarding these issues and any future/continued
violations that maybe encountered. This office requires that the violations, as detailed above, be abated
immediately and properly resolved. Environmental damage and/or failure to secure proper authorizations
have been documented on the subject tract as stated above. Your efforts to undertake activities to bring the
subject site back into compliance is not an admission, rather it is an action that must be taken in order to begin
to solve ongoing environmental issues.

Mr. Walker
August 8, 2011
Page 3 of 3
Pursuant to G.S. 143-215.6A, these violations and any future violations are subject to a civil penalty
assessment of up to a maximum of $25,000.00 per day for each violation. Your above -mentioned response
to this correspondence, the degree and extent of harm to the environment and the duration and gravity of the
violation(s) will be considered in any civil penalty assessment process that may occur. Should you have any
questions regarding these matters, please contact Sue Homewood at this office at 336-771-4964 or
sue.homewood[a�ncdenr.gov or myself at 336-771-5000.
Sincerely,
J&II -II I".ctic r
W. Corey Basinger
Water Quality Regional Supervisor
Winston Salem Regional Office
cc: DWQ WSRO
DWQ WBSCaPE Unit NOV-2011-PC-0452

Homewood, Sue
From: Jay Guffey ([e-mail])
Sent: Friday, July 15, 2011 5:03 PM
To: Homewood, Sue; 'Bill Brake'
Subject: RE: rural hall elementary stormwater permit
Attachments: Biocell_Certification.pdf
Sue,
Attached is the certification for the biocell. The certification is dated today, but I went back through my calendars and
found that I had a final site inspection on August 18, 2010. A hard copy will be in Monday's mail.
Please let me know if you need anything else
Jay N. Guffey, PE
Davis -Martin -Powell & Associates, Inc
Engineering -Land Planning -Surveying
6415 Old Plank Road
High Point, NC 27265
Phone [phone] E.rt 362
Fax [phone]
[e-mail]
dmp-inc.com
From: Homewood, Sue[mailto:[e-mail]]
Sent: Wednesday, July 13, 2011 4:04 PM
To: Bill Brake; Jay Guffey
Subject: RE: rural hall elementary stormwater permit
That helps a lot, it documents that the cell was installed properly. Now it's just a maintenance issue.
Jay, feel free to call me if you need to discuss how to certify this site "after the fact". Then we can address how the
maintenance has been handled (or I can discuss it with the school system directly if that's more appropriate)
Thanks for your help with the history of this site.
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be
disclosed to third parties.
From: Bill Brake[mailto:[e-mail]]
Sent: Wednesday, July 13, 2011 11:47 AM
To: Homewood, Sue; Jay Guffey
Subject: RE: rural hall elementary stormwater permit

For what it is worth we found some photos of the green sod in the biocell.
BE
William E. Brake, AIA
Ersoy Brake Appleyard Architects, P.A.
514 South Stratford Rd. Suite 412
Winston-Salem, NC 27103
Phone: [phone]
LEER ACCREDITED PROFESSIONAL
From: Homewood, Sue[mailto:[e-mail]]
Sent: Tuesday, July 12, 2011 11:57 AM
To: Bill Brake; Jay Guffey
Subject: RE: rural hall elementary stormwater permit
Thanks for the information. There are a couple of things DWQ needs to address this site:
We never received a Certification. If you don't have one in your files from when it was constructed that you can forward
to me, then we still need something because without it, the school is in violation. You can send one now that says it's
based on your site inspection(s) during construction and a final inspection with a specific date, so that we can say it was
done before occupancy. If you can't put your seal on something that goes back to a certain date, then we'd say it was
never certified and need a certification now (which might be a problem if the cell is having trouble with vegetation)
Their permit states that they are supposed to be keeping 0&M records that and submit an annual summary of those
records. That would be required 1 year after the BMP was considered complete (certified). I've dealt with someone
from Forsyth County schools recently on another school's BMP so I'm going to contact them and ask them what records
they have. They may ask you for assistance with any records you have if you've been helping them with maintenance.
If the sod died then they need to put sod back. I took pictures yesterday of straw, I did not move it to see what was
under it but assumed it was grass seed. If the sod died in 10/10 based on your picture, seeding and mulching in July
2011 would not be considered sufficient corrective actions.
At this point I'm trying to gather information to determine whether a notice of violation is warranted. Thanks for your
help.
Sue Homewood
NC DEN Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Bill Brake[mailto:[e-mail]]
Sent: Monday, July 11, 2011 2:57 PM
To: Jay Guffey; Homewood, Sue
Subject: RE: rural hall elementary stormwater permit

Homewood, Sue
From:
Bill Brake [[e-mail])
Sent:
Wednesday, July 13, 2011 11:47 AM
To:
Homewood, Sue; Jay Guffey
Subject:
RE: rural hall elementary stormwater permit
Attachments:
09-10-10 (39).JPG; 09-10-10 (31).JPG
For what it is worth we found some photos of the green sod in the biocell.
M
William E. Brake, AIA
Ersoy Brake Appleyard Architects, P.A.
514 South Stratford Rd. Suite 412
Winston-Salem, NC 27103
Phone: [phone]
LEED ACCREDITED PROFESSIONAL
From: Homewood, Sue [mailto:[e-mail]]
Sent: Tuesday, July 12, 2011 11:57 AM
To: Bill Brake; Jay Guffey
Subject: RE: rural hall elementary stormwater permit
Thanks for the information. There are a couple of things DWQ needs to address this site:
We never received a Certification. If you don't have one in your files from when it was constructed that you can forward
to me, then we still need something because without it, the school is in violation. You can send one now that says it's
based on your site inspection(s) during construction and a final inspection with a specific date, so that we can say it was
done before occupancy. If you can't put your seal on something that goes back to a certain date, then we'd say it was
never certified and need a certification now (which might be a problem if the cell is having trouble with vegetation)
Their permit states that they are supposed to be keeping 0&M records that and submit an annual summary of those
records. That would be required 1 year after the BMP was considered complete (certified). I've dealt with someone
from Forsyth County schools recently on another school's BMP so I'm going to contact them and ask them what records
they have. They may ask you for assistance with any records you have if you've been helping them with maintenance.
If the sod died then they need to put sod back. I took pictures yesterday of straw, I did not move it to see what was
under it but assumed it was grass seed. If the sod died in 10/10 based on your picture, seeding and mulching in July
2011 would not be considered sufficient corrective actions.
At this point I'm trying to gather information to determine whether a notice of violation is warranted. Thanks for your
help.
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Bill Brake[mailto:[e-mail]]
Sent: Monday, July 11, 2011 2:57 PM
To: Jay Gulley; Homewood, Sue
Subject: RE: rural hall elementary stormwater permit
Jay/Sue
Yes, it was sodded originally and then left to die. We are in the process of having the GC re -sod it. It was supposed to be
done last week but I have not been by since. When I looked at it last, maybe 3 weeks ago, the old sod was still intact for
the most part, just dead. The original installer is refusing to re -sod it, so the GC has hired another. The seed and mulch
could be a PTA effort; Original contractor attempt at rectification before deciding to bail out, or the new contractor
misunderstanding what was to be done. The PTA has also been in there and planted some things on the banks.
The attached photo is from October of 2010.
will go and look at it tomorrow and see what has happened.
of
William E. Brake, AIA
Ersoy Brake Appleyard Architects, P.A.
514 South Stratford Rd. Suite 412
Winston-Salem, NC 27103
Phone: [phone]
LEED ACCREDITED PROFESSIONAL
From: Jay Guffey [mailto:[e-mail]]
Sent: Monday, July 11, 2011 2:43 PM
To: 'Homewood, Sue'
Cc: Bill Brake
Subject: RE: rural hall elementary stormwater permit
Sue,
The biocell was sodded. I have not any pictures of the biocell that I can find, but I know that the contractor was perturbed
that he had to get a sprinkler and put out there. I was out there one day doing a punch list and they were watering the
biocell. I don't know if the school turned it into an outdoor classroom or if the PTA thought some plants would look great
there. I thought I had certified that a while back. I am on my way out the office now and I will look for it tomorrow.
Jay
Bill,
Do you have any photos showing the biocell was sodded at one point? I haven't been out there in a while so I am not
sure what Sue is seeing with the mulch.
Jay N. Guffey, PE
Davis -Martin -Powell & Associates, Inc
Engineering -Land Planning -Surveying
6415 Old Plank Road
High Point, NC 27265

F'ermn NUMDerr prOvl Q
of wargq
Ayes y C
NCDENR Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 1A) must be printed, filled out and submitted along with all of the required information.
l P„ROJECT INFORMATION... rT
i�! �� � 1; t'''r s t � �
7,. r'' ..A �.t` - .:�. .r.,-_
Project name Aural Ha11 Elementary School Addition '
Contact name Eddie MacEldowney
Phone number_ 336.886.4821
Date 12/17/2008 Revised 1-28.2009
Drainage area number 3
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
Is prelpost control of the 1-yr, 24-hr peak flow required?
1-yr, 24-hr runoff depth .
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Nori-SA Waters
Minimum volume required
Volume provided ,
Storage Volume: SA Waters
1.5" runoff volume
Pre-devOopment 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Cell Dimensions
Pending depth of water
Pending depth of water
Surface area of the top of the bioretention cell
Length:
Width:
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In -situ soil:
Soil permeability
Planting media sal:
Soil permeability
Soil composition
• Sand (by weight)
• Fines (by weight)
• Organic (by weight)
Phosphorus Index (P-Index) of media
Ir- 32,340 ie
62.2% %
inch
'A
`M2.8 in
r=
inlhr
it3lsec
1.7001t31sec
2,908.7 it OK
t13
if3
it
Oft3
it
-12 inches OK
1.00 ft
3;3383:it' OK
it OK
It
6.f, hr OK
12 hr OK
18.1 hr
2.00 irdhr OK
' 85%
12%
3%
Total: 100%
30 (unitless)
OK
OK
OK
0.
Form SW401-bioretention-Rev.7 Parts I and II. Design Summary, Page 1 of 2

rermrl Number;
(to be provided by DWO)
Basin Elevations
Temporary pool elevation
;`,.1008;25 imsl
Type of bioretention cell (answer 'Y' to only one of the two following
questions):
Is this a grassed cell?
XL
Y `:, f, (Y or N)
Is this a cell with trees/shrubs?
Ni „(Y or N)
Planting elevation (top of the mulch or grass sod layer)
007,25 fmsl
Depth of mulch
�._'` '%„'-. 'Ainches
Bottom of the planting media soil
'. 1006.26 fmsl
Planting media depth
2 it
Depth of washed sand below planting media soil
<,' 0 it
Are underdrains being installed?
```1.Yk?` .=-i"')'' (Y or N)
How many clean out pipes are being installed?
6
What factor of safety is used for sizing the underdrains? (See BMP
Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
1 it
Bottom of the cell required
1004.25 fmsl
SHWT elevation
1002 fmsl
Distance from bottom to SHWT
2.25 it
Planting Plan
OK
Insufficieni mulch depth, unless installing grassed cell.
OK
OK
OK
Number of trees ecies
P �.�-r�ti:,• �,:0
Number of shrub species
Number of herbaceous groundcover species 4 ?5• .::„;;,'". ;,1', Recommend more species.
Additional information
Does volume in excess of the design volume bypass the
z'3, Y; (Y or N)
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
Y,� (Y or N)
through a vegetated filter?
What is the length of the vegetated filter?
t'°, " ' ^. ;i;;," _30 it
Does the design use a level spreader to evenly distribute flow?
{ y;'-'.N r, > a (Y or N)
Is the BMP located at least 30 feet from surface waters (50 feet if
Y , (Y or N)
SA waters)?
�r�'
Is the BMP localed at least 100 feet from water supply wells?
,Y, T .:. (Y or N)
Are the vegetated side slopes equal to or less than 3:1?
Y:., . t',t°- (Y or N)
Is the BMP located in a proposed drainage easement with access to
Y (Y or N)
a public Right of Way (ROM?
OK
OK
Show how flow is evenly distributed.
OK
OK
OK
OK
Inlet velocity (from treatment system)
1 fvsec
OK
Is the area surrounding the cell likely to undergo development in the
N (Y or N)
OK
future?
Are the slopes draining to the bioretention cell greater than 20%?
N (Y or N)
OK
Is the drainage area permanently stabilized?
,.. Y•, !::,...� ..," (Y or N)
OK
Pretreatment Used
(Indicate Type Used with an 'X' in the shaded cell)
Gravel and grass
(8'inches gravel followed by 3-5 it of grass)
k=
Grassed Swale
(.':.;L,„"r;,,tL'
OK
Forebay
'.<r.:n r.}.'x c^u,X;
Other
Form SW401-Bicreterition-Revl Paris I and If. Design Summary, Page 2 of 2

Permit No:
(to be assigned by DWQ)
IIV!REQUIRED' ITEM SIC HECKLIST. Svf q'im�
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification. .
Pagel Plan
Initials Sheet No.
Sw i 1. P3ans (1" 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
-3 9C-) Cj - (0 2. Plan details (1" = 30' or larger) for the bioretention cell showing
Cell dimensions
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW).
Design at ultimate build -out,
Off -site drainage (if applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
indicate the P-Index between 10 and 30
t 3. Section view of the bioretention cell (1" = 20' or larger) showing:
Side slopes, 3:1 or lower
Underdrain system (if applicable), and
Bioretention cell layers {ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filler fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure]
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (imsl). Results of soils tests of both the planting soil and the in
situ soil must include:
Soil permeability,
Soil composition (% sand, % fines, % organic), and
Jr� -P-index.
5. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species,
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
,, `,
Fertilizer and watering requirements to establish vegetation.
J46. An assurance that the installed system wilt meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
7. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
8• The supporting calculations (inciuding underdrain calculations, if applicable).
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
10. A copy of the deed restriction.
Form SW401-Bioretention-Rev.7 Part III, Page 1 of 1

\0� W Ar-9
Beverly raves Perdue, Go"Ja� ofi r
Dee Freeman, Secretary
North Carolina Department of larvironmcni and Natural Resomecs
Mr. Jay Guffey, PE
Davis -Martin -Powell and Associates, Inc.
6415 Old Plank Road
High Point, North Carolina 27265
Dear Mr. Guffey:
Coleen H. Sullins Dircetor
Division of Water Quality
nELIVL.i
February 11, 2009 N.C. Dept. of ENR
FEB 13 2CQ9
Winston-Salem
Regional Office
Subject: Request for Additional Information
Stormwater Project No. SW4081201
Rural HaH Elementary School Classroom
Forsyth County
The Division of Water Quality (DWQ) Central Office received an updated Stormwater Management Permit
Application for the subject project on February 2, 2009. Further review of that information has identified issues
that must be addressed before permit application processing can be completed. The following items will need to be
addressed to continue the storinwater review:
Based on the post -development drainage map provided, Drainage Area 1 contains approximately 1,500
linear feat of proposed curb and gutter and approximately 800 linear feet of proposed storm sewer
piping. If this area is to be permitted as law -density development better use of vegetated conveyances
such as swales must be made to the maximum extant practicable. If student/staff safety, ponding and
erosion concerns don't allow for significant changes to the proposed drainage features, a high -density
option (with structural BMP) may have to be considered for Drainage Area 1.
2. The slope adjacent to the asphalt drive near the existing brick gym exceeds low density grading limits
of 3:1.- The proposed grading shows slopes of 2-2.5:1. 1f Drainage Area 1 is to be permitted as low
density this slope must be moderated. Note that under a high -density permit for Drainage Area 1,
slopes greater than 3:1 would be allowed except immediately adjacent to the BMP.
Please note that this request for additional information is in response to the initial application review. The
requested information should be received by this Office prior to March 16, 2009, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS
143-215.6A.
North Carolina
,111alituilly
North Carolina Division of Water Quality 1617 Mail Service Cuter Ralcioh, NC 27699-1617 Phone [phone] Custotnerr Service
Internet: www,iicwalerguality.org Location: 512 N. Salisbury St. Raleigh, NC 2760-1 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 100% Recycled130% Post Consumer Paper

r

Mr. Jay Guffey
SW4081201 — Rural Hall Elementary School Classroom
February 11, 2009
Please reference the State assigned project number SW4081201 on all correspondence. All original documents
must be returned or new originals must be provided. Copies are not acceptable, If you have any questions
concerning this matter please feel free to call me at [phone].,
Sincerely,
1
Co Larsen
Environmental Engineer
Stormwater Pennitting Unit
cc: Winston-Salem Regional Office, Rose Pruitt
DWQ Central Files
SPU Files

DEC 0 1 2008
DWQ USE ONLY
D to Received Fee Paid Permit Number
State of North Carolina .
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use cis an original
GENERAL:, INFORMATION
1. Applicants dame (specify the name of the corporation, individual, etc. who owns the project):
Winston-Salem Fors th Cnun Schools
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Darrell Walker, Assistant Suverintendent
1 Mailing Address for person listed in item 2 above:
1605 -Miller Street
City: Winston-Salem State:NC Zip:27103
Phone: [phone] Fax, (336 ) 727-8404_
Email:
4. Project Name (subdivision,. facility; or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Rural Hall Elementaly School Classroom Addition
5. Location of Project (street address):
275 College -Street
City:Rural Hall County:Fors th Zip:27045
6. Directions to project (from nearest major intersection):
From 1-40 WestMerge onto US-52 N, Take Exit 118ura] Hall Bethania jNC-65) ,Turn Riot, Go
approximately 2.5 miles. Turn'Right onto Colle,e Street, School is on file left
7. Latitude:360 14' 30" N_ Zongitude:80° 17' 28" W. of project
8. Contact person who can answer questions about the project:
Name:Bill Powell Telephone Number: (336 727-2533
Email:bpowell®admin,wsfcs.ki2.nc.us
I1, PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal []Modification
Form SWU-101 Version 09.25.08 Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Law Density ®High Density ❑Redevelop ❑General Permit ❑Universal SNIP []Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ©Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Industrial Stormwater
III. PROJECT INFORMATION
1, In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
The existing impervious areas will be captured in the existing storm drainage system on site. All proposed
impervious areas will be captured and treated through a bio-retention area located in the southeast portion of the
'L Stormwater runoff from this project drains to the Roanoke River basui,
3. Total Property Area: 24.23 acres 4. Total Coastal Wetlands Area: 0 acres
5. Total Property Area, (3) - Total Coastal Wetlands Area (4) = Total Project Area**:24.23 acres
6, (Total Impervious Area /. Total Project Area) X 100 = Project Built Upon Area (BUA)J 8.74
7. How many drainage areas does the project have?' :3
8. 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.
For hieh density projects, complete the table with one drainage area for each engineered stormwater device.
Basffi'., formation ,
;Drainage,,Area 1 ". ;
Drainage,-Area'2`":
Receiving Stream Name
SEE ATTACHED
Stream Class & Index No.
Total Drainage Area (so
On -site Drainage Area (sf)
Off -site Drainage Area (so
Existing Impervious* Area (so
Proposed Impervious*Area (so
Impervious* Area (total)
ampervious'..'Surface.Area :
-Drainage-Areal
Drainage Area,2.
On -site Buildings (sf)
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
Other on -site (sf)
Off -site (so
Total (so)
* lrupervious area is defined as the built uporr area including, but not Iinrited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
"Total project area shall be calculated to exclude Coastal Wetlands front use zolren calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project built uporn area. (BUA).
Form SWU-101 Version 09.25.08 Page 2 of

9. How was the off -site impervious area listed above derived?
Projects in Union County: Contact the DWO Central Office staf 'to chccl, to sec rf'you pr^gjeci is located
within. cr Threatened d: Endongered Species watershed that may he subject to more, stringent stormwater
requirements,
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Forms can be downloaded from http://h2o.enr.state.nc.us/su/burp fornis.htm - deed restrictions.
Form DRPC-1.
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded property restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the NC DWO, and that they will be recorded prior to
the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from forms_htin.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off--Site System
Form SW401- Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Form SW401-Cistern
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration `french Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Cistern Supplement
Form SWU-101 Version 09.25,08 Page 3 of 4

V1. 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 Iisted below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http:l/h2o.enr.state.nc.usisu/nisinaps.hhn)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
:TW-a
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
-:5 0C�.
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
Z
• Calculations & detailed narrative description of stormwater treatment/management
Sa61
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
yU
- Development/ Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
r•v
behalf (such as additional 'information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):
Chris Radesi
Mailing Address: P . 0. BOX 2513
City: Winston-Salem State: NC Zip: 27102-2513
Phone: [phone] pax:( 336 727-2008
Email: [e-mail]
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item .2) Darrell Walker
certify that the information included on this permit 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 will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000_
Signature
:-- f-....... } °�' J "4- �` �_. _ Date: t
Form SWU-101 Version 09.25.08 Pane 4 of

Basin'-lnforiatio
iria e}A�ea1a..,,
Draina e'Area"2't,v�'aD�aina"eArea,3'',h`pF
Receiving Stream Name
UT Lucy Branch
UT Lucy Branch
UT Lucy Branch
Receiving Stream Class
22-25-5-2-1 Class C)
22-25-5-2-1 Class C)
22-25-5-2-1 Class C
Drainage Area
6.16 AC = 268,537 SF
1.01 AC = 44,005 SF
1.19 AC = 51,961.5 SF
Existing Im ervious Area
3.97 AC = 172,912 SF
0.82 AC = 35,721 SF
0.19 AC = 8,367 SF
Proposed Impervious Area
0.00 AC = 0.00 SF
0.00 AC = 0.00 SF
0.74 AC = 32,340 SF
% Impervious Area (total)
64.39%
81.17%
62.20%
Impervious Removed
0.56 AC = 24,588 SF
0,00 AC = 0.00 SF
Final Impervious Area
3.41 AC = 148,324 SF
0.82 AC = 35,721 SF
0.74 AC = 32,340 SF
% Impervious Area Final
55.23%
181.17%
62.20%
list"eivious;Siai#aee�Area;_
Draina 'e A7ea 1 uti A. vy
raina `c�AEea?2`.n`-
Draina a Area;3; ;,yn
On -Site Buildings
1.17 AC = 51,035 SF
0,64 AC = 27,807 SF
0.50 AC=21,912 SF
On -Site Streets
0.00 AC = 0.00 SF
0.00 AC = 0.00 SF
0.15 AC = 6,489 SF
On -Site Parkin
Z16 AC = 94,044 SF
0.00 AC = 0.00 SF
0.00 AC = 0.00 SF
On -Site Sidewalks
0.75 AC = 3,245 SF
0.18 AC = 7,914 SF
0.009 AC = 3,939 SF
Other On -Site
0.00 AC = 0.00 SF
0.00 AC = 0.00 SF
0.00 AC = 0.00 SF
Off -Site
0,00 AC = 0.00 SF
0.00 AC = 0.00 SF
0.00 AC = 0.00 SF
Impervious Removed
0.56 AC = 24,588 SF
0.00 AC = 0.00 SF
"
Existin Impervious Conv.
0.19 AC = 8,367 SF

Rural Hall Elementary School Addition
Storm Water Narrative Report
Rural Mall Elementary School is located at 275 College Street in Rural Hall in northern Forsyth
County. The total site area is 24.23 acres with construction impacting; only 8.85 acres. The
remaining acreage will remain undisturbed and storn water controls are proposed for the areas
that are undisturbed. The impacted 8.85 acres can be divided into three sub -basins. Of the three
sub -basins, only one basin will have an increase in impervious area.
Erosion control has been granted by the NCDENR Winston-Salem Regional Office on December
16, 2008. A copy of the Letter of Approval from NCDENR is enclosed.
Drainage from this site has been divided into approximately 3 sub basins as shown on the
overall storm water plan. These areas are summarized as follows:
Basin
Drainage
Existing
Additional
Existing
Impervious
Final
ID
Area
Impervious
Impervious
Percent
Area
Percent
(Acres)
Area (SF)
Area (SF)
Impervious
Removed
Impervious
(SF)
1
6.16
172,912
0.00
64.39
24,588
55.23
2
1.01
35,721
0.00
81.17
0.00
81.17
3
1.19
8,367
32,340
20.88
8,367
62.20
No storm water control is proposed for sub -basin #1 or sub -basin 32. These two sub -basins will
not have any new impervious area added to them. Sub -basin 91 will have a reduction of
impervious area by removing an existing; building and converting that area into a new
playground area. Sub -basin #1 encompasses both existing parking lots and a portion of the
existing buildings. Sub -basin #1 discharges into a rip rap ditch on the northern portion of the
property adjacent to the play fields. Work included in the sub -basin will be removal and
replacement of existing pavement due to pavement failure and reworking the grades to a more
uniform slope. The piping proposed in Sub -basin #1 ties to the existing stormwater conveyance
system and is necessary to alleviate ponding within the existing school site, providing a safer
environment for the students and faculty.
Sub -basin #2 consists of the remainder of the existing building and some sidewalk. This sub -
basin will remain unchanged Work in the basin will be removal and replacement of existing
sidewalks and tying into the entrances for the new addition in Sub -basin # 3.
Sub -basin #3 is located in the south east corner of the site. A 15,720 SF addition will be built in
this area with a proposed 6,200 SF future POD classroom. Work include in this sub -basin
includeds grading, paving, utilities, and a bioretentention area. The bioretention area has been
designed based upon future built upon areas.
Attached are the design calculations for and supplemental sheets for each proposed permanent
storm water device.

W*
O�OF V� A TF9Q.
�{ N.C. aaat. of ERR
JANz02q
Fwinston•Saiem
Rn9lonai Of;iCe
14, 2009
Mr. Eddie MacEldowncy
Davis -Martin -Powell and Associates
6415 Old Plank Road
High Point, North Carolina 27265
40 5<—
Beverly Laves Perdue, Guvernor
Dee I rceman, Secrcltuy
North Carolina Del1art1nent of L'nvironnicnt and Ntitural ReSGUICCS
Colcen If. Sullins Director
Division ol• Water Quality
Subject: Request forAdditiomal Information
Stornlwater Project No. SW4081201
Rural Hall Elementary School Classroom)
i7 orsyth County
Dear Mr. MacEidownev:
The Division of Water Quality Central Office received a Storinwatcr Management Permit Application for the
subject project oil December 19, 2008, A preliminary review of that information has cletermincd that the
application is not complete. The following information is needed to continue the stormwater review:
1. The person that signed the application information is not listed on the Secretary of' Statc's Corporation
database. Please provide doCLlll)eiltatioll of his signatory authority for the owner.
2. Please provide supporting calculations using the simple method for the nlininlum treatment volltnle
required and any related safety factors. Provide a table of elevations, areas, incremental volumes, and
accumulated volumes to demonstrate that the nliilinlunl regLiirCd volume has been provided.
A geotechnical/soli report Is required for our review. At IllllllnlLIM, a soil boring within the lootprinl of
the proposed BMP is needed and the report should contain in estimated seasonal high water table
(Sf 1WT) elevation and soil pernlelibility rate. DWQ requires that the SHWT be it least 2 feet below
the bottom of the bioretention cell.
4. "File application form indicates that no wetlands are present onsite or adjacent to the site. 11'so, please
include a note on the plans that none exist.
5. Drainage area 3 should include the bioretention cell and all areas chaining to it. Please revise
ApplicationlSupplement/calculations as necessary.
6. Please include a site map or drawing illustrating the entire property boundary including the project area
in relation to the receiving stream.
7. The proposed length and width of the bioretention cell (loos not provide SLIf11ClCllt surface area at the
top of the cell. Please revise.
8. Based on sheet SW2, the final grading of Drainage Area l contains slopes steeper than 3:1 in(]
conveyance systems Including a discrete stormwater collection system (piping) which is not allowed in
a low density area.
Onc
NorthCarolina
�Jrrhrrrrl�r/
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: tvwW.nc%a'ater(jLwj1tv.nr, , Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal OpportunitylAffirmative Action Employer-100% Recycledl30% Post Consumer Paper

1r. Eddie MacEldownev
W4081201 — Rural Hall Llcmcntary School Classroom
January 14, 2009
9. Please provide a final grading/build-out plan without temporary sediment basins and other temporary
structures included.
10. Volume in excess of the one -inch treatment volume must bypass the bioretention cell. This bypassed
volume must be evenly distributed across a 1111Mmum 30' long vegetated filter strip. The filter strip
must be designed in accordance with Chapter 13 of the 13MP Manual. This requirement may be `V"Jived
if it is demonstrated that the bioretention eel[ can treat signiiicanily more than the required one -inch.
11. Please show vegetation plan details for the bioretention cell.
12. Note that the maximum ponded water depth is shown as six inches on bioretention section 13-13 and
listed as twelve inches on the Supplement- Please make correction.
13. Please inelude a sectional view of the bioretention cell illustrating the forebay details.
14. The number of drainage areas listed oil the application is listed incorrectly as one instead of three.
Please make correction.
Please note that this request for additional information is in response to a preliminary review. Tile requested
information should be received by this Office prior to February 16, 2008, or the application will be returned
as incomplete. The return of a project will necessitate resubmittal of all required items, including the application
fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
Tile construction of any impervious surfaces, other than a construction entrance under an approved SedifflonLation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS
143-215.6A.
Please reference the State assigned project number SW 4081201 on all correspondence. All original documents
must be returned or new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Corgi l- rsen
Environmental Engineer
Stormwater Permitting Unit
cc: Mr. Darryl Walker, 1605 Miller Street, Winston-Salem, North Carolina 27103
Winston-Salem Regional Office, Rose Pruitt
DWQ Central Files
SPU Files

OF W A rFq ' "V-1 crF Easley, Governor
�� QG William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
1a Coleen It. Sullins, Director
Division of Water Quality
December 22, 2008
Mr. Bill Powell RECEIVED i
Winston-Salem Forsyth Co. Board of Education N.C. °Bor, of $"O
P.O. Box 2513, 1605 Miller Street DEC 2 9 2008
Winston-Salem, NC 27102 -
w1n010n40lo, r1
Rsyla�as94;L<�r.
Subject: Post -Construction Notification
Project ID: Forsyth _2009_12_19
Project: Rural Hall Elementary School Classroom addition
Forsyth County, North Carolina
Dear Sir or Madam,
A review of the Financial Responsibility/Ownership (FRO) form required under the
Sedimentation Pollution Control Act received on December 19, 2008 has determined that the Rural Hall
Elementary School Classroom Addition project may be subject to a State Stormwater Permit for Post -
construction.
Unless excluded under the provisions of Session Law 2006-246, Section 8, you must submit
within 30 days an application for a Post -Construction Stormwater Permit to:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater Permitting Unit
Post -Construction Application
1617 Mail Service Center
Raleigh, NC 27699-1617
The Post -construction permit is in addition to a North Carolina General Permit (NCG010000)
permit received for construction activity from the Division of Water Quality. For more information
regarding MSI Post -Construction and Phase II Session•Law 2006-246 please visit:
http://h2o.enr.state.nc.us/su/NPDES_Phase_II_Stormwater_Program.litin
If you have any questions concerning this matter please feel free to call me at 919-807-6379 or e-
mail me at [e-mail].
Sincerely,
Jennifer ones
cc: Winston-Salem Regional Office
Stormwater Permitting Unit Files
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone]
Internet: www.ncwaterquality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
N�" h Carolina
Naturally
Customer Service
1-877-623-6748
An Equal OpportunitylAlfirmative Action Employer --100% Recycledl30% Post Consumer Paper

ATTACHMENT
BASIN #3 -- BI®RETENTI®N CELL 1

Client IG I U_ _2;RA
Job No. ()F30()5q
mpProject Description 'VRAL_ 461-C E&L-M
Calculations For Zoc6zL_ Am Vow
DAMS-MARTIN-POWIELL& ASSOCIATES, INC.
218 GATEWOOD AVE., SUITE 102, HIGH POINT, NC 27262
Computed By
Date
Checked By
Date
Page of
(,GS.E�
� r�]AL�
Y 11—�--�����
_t.�_
— �
�tn1
��'1�
PIA
cj �,,
7
17 1
Kv
65
' I
i
v40 �SF
i
I
1 1
1
A� IM
AVEA
.�2'i
i
4d
'�'V964
8-
1 1
1
-7:
/91
-7-Ir-
1
1
I7
71'
i
r
1
�7
i
P1.
(Revised, Superseded, and Void Calculations Must Be Clearly Identified,
Initialed, and Dated by the Responsible Individual)

Bioretention Sizing
Watershed Size
1.99 acres
% Connected Impervious of Watershed
62.2 %
Water Quality Storm
1 in
For Disconnected/Composite Area
Soil Type CN
0 A 49
0 B 69
0.61 C 79
0.39 D 84
80:95 Selected Curve Number
note: Select Soil Group with "1"
First Flush Runoff
0.63I
i ac-in equation: based off SCS CN Method. No Composite CN
Average Ponding Depth
12 in
Surface Area
O��051 ac equation: Volume / Depth
22$4 5f
Fill Soil Choice
Nitrogen Removal - Sandy Loam
K= 1 inlhr Soil Type: 12% Fines (Silt+Clay), 82-85% Sand, 3-6% Organic
Other Pollutant Removal - Loamy Sand
K= 2 in/hr Soil Type: 8% Fines (Silt+Clay), 86-90% Sand, 2-4% Organic
K= 2 in/hr
Underdrains
Minimum Flow
equation: Q = 2.3E-5 - K -A
0 -1 .1 cfs
Factor of Safety (range between 2 and 10)
4
Design Flow
.�� 0.40.42 cfs
Manning's Roughness Coefficient
0.011 smooth wall
0.015 corrugated wall
0.011 n
Note to User:
Yellow Cells Require User Input
Blue Cells -Have Been Previously Determined
Pi6R Cells are Calculations within this Spreadsheet
Breakdown of Runoff
Connected Impery RO 0.79 in 0.59 ac-in
Composite RO (the rest) � 0:10 in 0.04 ac-in
S
w� 0:20
2.35

Internal Slope (recommended minimum 0.5%)
0.5 %
Pipe(s) Diameter(s)
'^ 5.751 inches
equation: D = 16 " (Q " n " s^0.5) ^(3/8)
# of 4" diam. # of 6" diam. calculations assume n=0.011
Underdrains Underdrains
_ 3... 2
Note: A minimum of 2 underdrains recommended
Equivalent Pipe Diameters
D= (in) No. of 4" diam
5.13 2
5.95 3
6.66 4
7.22 5
7.75 6
8.2 7
D= (in) No of 6" diam
7.84 2
9.11 3
10.13 4

Formulating Pre- & Post- Development Hydrographs
utilize small watershed method & center -weighted storm (Malcom)
Location
Return Period
1=
Cp re
Cpost
A=
A=
Qpre=
Qpost=
Vol - Pre
Vol - Post
Tpre
Tpost
,Greensboro/Winston-Salem
1 year
4.61 in/hr (assumes Tc <= 5 min, check below)
0.5 (Rational C, see adjoining table)
0.8
1.19 acre
.51836:4 sf Rainfall �2:04 in (6 hr Depth)
2.7 cfs
4:41 cfs
1105 cf
5354 cf
5 min
15 min
Time.
. Q--preo
Q=post
min
cfs
cfs
�0.00
0
0.00
1
0.28
0.05
2
1.00
0.20
3
1.88
0.44
4
2.55
0.76
5
2.73
1.15
6
2.37
1.58
7
1.81
2.0.4
8
1.38
2.51
9
1.06
2.97
10
0.81
3.39
11
0.62
3.75
12
0.47
4.05
13
0.36
4.25
14
0.28
4.37
15
0.21
4,38
PRE CN POST CN - , 9211 S � 0 92I Q*= .224 in
(total pre -development runoff volume)
(total post -development runoff volume)
Time of Concentration (Kirpich Tc Equation)
Predevelopment
L 550 ft (Length of Overland Flow)
S D.03 ft/ft (average overland slope)
tc rv388 min bare soil
tc F_. 7.
5 min grassed
Post Development
L 100 ft (Length of Overland Flow)
S 0.01 ft/ft (average overland slope)
tc 1.59 min bare soil
tc�O:fi min asphalticoncrete
Note: Compare this to a 5 minute minimum.

16
0.16
4.29
17
0.12
4.11
18
0.09
3.84
19
0.07
3.52
20
0.05
3.22
21
0.04
2.95
22
0.03
2.70
23
0.02
2.47
24
0.02
2.26
25
0.01
2.07
26
0.01
1.89
27
0.01
1.73
28
0.01
1.58
29
0.00
1.45
30
0.00
1.32
31
0.00
1.21
32
0.00
1.11
33
0.00
1.01
34
0.00
0.93
35
0.00
0.85
36
0.00
0.78
37
0.00
0.71
38
0.00
0.65
39
0.00
0.60
40
0.00
0.54
41
0.00
0.50
42
0.00
0.46
43
0.00
0.42
44
0.00
0.38
45
0.00
0.35
46
0.00
0.32
47
0.00
0.29
48
0.00
0.27
49
0.00
0.24
50
0.00
0.22
51
0.00
0.21
52
Q.00
0.19
53
0.00
0.17
54
0.00
0.16
55
0.00
0.14
56
0.00
0.13
57
0.00
0.12

58
0.00
0.11
59
0.00
0.10
60
0.00
0.09
61
0.00
0.08
62
0.00
0.08
63
0.00
0.07
64
0.00
0.06
65
0.00
0.06
66
0.00
0.05
67
0.00
0.05
68
0.00
0.05
69
0.00
0.04
70
0.00
0.04
71
0.00
0.03
72
0.00
0.03
73
0.00
0.03
74
0.00
0.03
75
0.00
0.02
76
0.00
0.02
77
0.00
0.02
78
0.00
0.02
79
0.00
0.02
80
0.00
0.02
81
0.00
0.01
82
0.00
0.01
83
0.00
0.01
84
0.00
0.01
85
0.00
0.01
86
0.00
0.01
87
0.00
0.01
88
0.00
0.01
89
0.00
0.01
90
0.00
0.01
91
0.00
0.01
92
0.00
0.01
93
0.00
0.00
94
0.00
0.00
95
0.00
0.00
96
0.00
0.00
97
0.00
0.00
98
0.00
0.00
99
0.00
0.00

Hydrograph Routing through Bioretention
Watershed Area
Surface Area
Surface Area
Average Depth
Average Depth
Storage Volume
<119 ac
.0.05 ac
;2284i sf
1�2 in
-1 ft
2284 cf
Surf. Infiltration Rate in/hr
If Sandy Loam, 1 in/hr, Loamy Sand, 2 in/hr
Volume lost to Exfl �,381 cf/hr
Bioretention Outlet Control
Type Structure:
Weir
Dimensions
length
3 ft
width
5 ft
Total Length
"16I ft
% occupied by grate
'35 %
Effective length
E 10A
ft
Height above soil
":12
in
Height
.'a1:00
ft
Number of Outlets
-1, outlets
Max Depth Over Grateft
'Time, ;Inflow : Volume in :Currv.Vol'in, ;Depth Overflow `'Exfilt Va1.Qut
mrn. cfs cf ' cf i. 3, < .� � `cfs, �cf
0
0.00
0
0
0.00
0.00
0.00
0.00
1
0.05
3
3
0.00
0.00
3.02
3.02
2
0.20
12
12
0.01
0.00
6.34
6.34
3
0.44
26
32
0.01
0.00
6.34
6.34
4
0.76
46
71
0.03
0.00
6.34
6.34
5
1.15
69
134
0.06
0.00
6.34
6.34
6
1.58
95
222
0.10
0.00
6.34
6.34
7
2.04
123
339
0.15
0.00
6.34
6.34
8
2.51
151
483
0.21
0.00
6.34
6.34
9
2.97
178
655
0.29
0.00
6.34
6.34
10
3.39
203
852
0.37
0.00
6.34
6.34
11
3.75
225
1071
0.47
0.00
6.34
6.34
12
4.05
243
1307
0.57
0.00
6.34
6.34
13
4.25
255
1556
0.68
0.00
6.34
6.34
14
4.37
262
1811
0.79
0.00
6.34
6.34
15
4.38
263
2068
0.91
0.00
6.34
6.34
16
4.29
258
2319
1.02
0.06
6.34
9.96
17
4.11
247
2556
1.12
1.28
6.34
83.31
18
3.84
230
2703
1.18
2.45
6.34
153.49
19
3.52
211
2761
1.21
2.98
6.34
184.92
20
3.22
193
2769
1.21
3.05
6.34
189.63
21
2.95
177
2756
1.21
2.93
6.34
182.43
22
2,70
162
2735
1.20
2.74
6.34
171.03
23
2.47
148
2713
1.19
2.54
6.34
158.63
24
2-26
135
2689
1.18
2.34
6.34
146.46
25
2.07
124
2667
1.17
2.14
6.34
134.96
26
1.89
113
2645
1.16
1.97
6.34
124,27
27
1.73
104
2625
1.15
1.80
6.34
114.39
28
1.58
95
2605
1.14
1.65
6.34
105.29
29
1.45
87
2587
1.13
1.51
6.34
96.92
30
1.32
79
2570
1.13
1.38
6.34
89.23
31
1.21
73
2553
1.12
1.26
6.34
82.16
32
1,11
67
2537
1.11
1,16
6.34
75.67
33
1.01
61
2523
1.10
1.06
6.34
69.70
34
0.93
56
2509
1.10
0.96
6.34
64.23
35
0.85
51
2496
1.09
0.88
6.34
59.19
36
0.78
47
2483
1.09
0.80
6.34
54.57

37
0.71
43
2471
1.08
0.73
6.34
50.32
38
0.65
39
2460
1.08
0.67
6.34
46.41
39
0.60
36
2449
1.07
0.61
6.34
42.82
40
0.54
33
2439
1.07
0.55
6.34
39.53
41
0.50
30
2429
1.06
0.50
6.34
36.49
42
0.46
27
2420
1.06
0.46
6.34
33.71
43
0.42
25
2412
1.06
0.41
6.34
31.15
44
0.38
23
2403
1.05
0.37
6.34
28.79
45
0.35
21
2396
1.05
0.34
6.34
26.63
46
0.32
19
2388
1.05
0.30
6.34
24.64
47
0.29
18
2381
1.04
0.27
6.34
22.81
48
0.27
16
2374
1.04
0.25
6.34
21.13
49
0.24
15
2368
1.04
0.22
6.34
19.58
50
0.22
13
2362
1.03
0.20
6.34
18.16
51
0.21
12
2356
1.03
0.18
6.34
16.86
52
0.19
11
2350
1.03
0.16
6.34
15.66
53
0.17
10
2345
1.03
0.14
6.34
14.56
54
0.16
9
2340
1.02
0.12
6.34
13.55
55
0.14
9
2335
1.02
0.10
6.34
12.62
56
0.13
8
2330
1.02
0.09
6.34
11.77
57
0.12
7
2326
1.02
0.08
6.34
10.99
58
0.11
7
2321
1.02
0.07
6.34
10.28
59
0.10
6
2317
1.01
0.05
6.34
9.63
60
0.09
6
2313
1.01
0.05
6.34
9.04
61
0.08
5
2309
1.01
0.04
6.34
8.51
62
0.08
5
2305
1.01
0.03
6.34
8.03
63
0.07
4
2301
1.01
0.02
6.34
7.60
64
0.06
4
2298
1.01
0.01
6.34
7.22
65
0.06
4
2294
1.00
0.01
6.34
6.90
66
0.05
3
2290
1.00
0.00
6.34
6.63
67
0.05
3
2287
1.00
0.00
6.34
6.42
68
0.05
3
2283
1.00
0.00
6.34
6.34
69
0.04
2
2279
1.00
0.00
6.34
6.34
70
0.04
2
2275
1.00
0.00
6.34
6.34
71
0.03
2
2271
0.99
0.00
6.34
6.34
72
0.03
2
2266
0.99
0.00
6.34
6.34
73
0.03
2
2262
0.99
0.00
6.34
6.34
74
0.03
2
2257
0.99
0.00
6.34
6.34
75
0.02
1
2252
0.99
0.00
6.34
6.34
76
0.02
1
2247
0.98
0.00
6.34
6.34
77
0.02
1
2242
0.98
0.00
6.34
6.34
78
0.02
1
2237
0.98
0.00
6.34
6.34
79
0.02
1
2231
0.98
0.00
6.34
6.34
80
0.02
1
2226
0.97
0.00
6.34
6.34
81
0.01
1
2220
0.97
0.00
6.34
6.34
82
0.01
1
2215
0.97
0.00
6.34
6.34
83
0.01
1
2209
0.97
0.00
6.34
6.34
84
0.01
1
2204
0.96
0.00
6.34
6.34
85
0.01
1
2198
0.96
0.00
6.34
6.34
86
0.01
1
2192
0.96
0.00
6.34
6.34
87
0.01
1
2186
0.96
0.00
6.34
6.34
88
0.01
0
2180
0.95
0.00
6.34
6.34
89
0.01
0
2174
0.95
0.00
6.34
6.34
90
0.01
0
2168
0.95
0.00
6.34
6.34
91
0.01
0
2162
0.95
0.00
6.34
6.34
92
0.01
0
2156
0.94
0.00
6.34
6.34

93
0.00
0
2150
0.94
0.00
6.34
6.34
94
0.00
0
2144
0.94
0.00
6.34
6.34
95
0.00
0
2138
0.94
0.00
6.34
6.34
96
0.00
0
2132
0.93
0.00
6.34
6.34
97
0.00
0
2126
0.93
0.00
6.34
6.34
98
0.00
0
2120
0.93
0.00
6.34
6.34
99
0.00
0
2114
0.93
0.00
6.34
6.34
100
0.00
0
2107
0.92
0.00
6.34
6.34
101
0.00
0
2101
0.92
0.00
6.34
6.34
102
0.00
0
2095
0.92
0.00
6.34
6.34
103
0.00
0
2089
0.91
0.00
6.34
6.34
104
0.00
0
2083
0.91
0.00
6.34
6.34
105
0.00
0
2076
0.91
0.00
6.34
6.34
106
0.00
0
2070
0.91
0.00
6.34
6.34
107
0.00
0
2064
0.90
0.00
6.34
6.34
108
0.00
0
2058
0.90
0.00
6.34
6.34
109
0.00
0
2051
0.90
0.00
6.34
6.34
110
0.00
0
2045
0.90
0.00
6.34
6.34
111
0.00
0
2039
0.89
0.00
6.34
6.34
112
0.00
0
2032
0.89
0.00
6.34
6.34
113
0.00
0
2026
0.89
0.00
6.34
6.34
114
0.00
0
2020
0.88
0.00
6.34
6.34
115
0.00
0
2014
0.88
0.00
6.34
6.34
116
0.00
0
2007
0.88
0.00
6.34
6.34
117
0.00
0
2001
0.88
0.00
6.34
6.34
118
0.00
0
1995
0.87
0.00
6.34
6.34
119
0.00
0
1988
0.87
0.00
6.34
6.34
120
0.00
0
1982
0.87
0.00
6.34
6.34
121
0.00
0
1976
0.87
0.00
6.34
6.34
122
0.00
0
1969
0.86
0.00
6.34
6.34
123
0.00
0
1963
0.86
0.00
6.34
6.34
124
0.00
0
1957
0.86
0.00
6.34
6.34
125
0.00
0
1950
0.85
0.00
6.34
6.34
126
0.00
0
1944
0.85
0.00
6.34
6.34
127
0.00
0
1938
0.85
0.00
6.34
6.34
128
0.00
0
1931
0.85
0.00
6.34
6.34
129
0.00
0
1925
0.84
0.00
6.34
6.34
130
0.00
0
1919
0.84
0.00
6.34
6.34
131
0.00
0
1912
0.84
0.00
6.34
6.34
132
0.00
0
1906
0.83
0.00
6.34
6.34
133
0.00
0
1900
0.83
0.00
6.34
6.34
134
0.00
0
1893
0.83
0.00
6.34
6.34
135
0.00
0
1887
0.83
0.00
6.34
6.34
136
0.00
0
1881
0.82
0.00
6.34
6.34
137
0.00
0
1874
0.82
0.00
6.34
6.34
138
0.00
0
1868
0.82
0.00
6.34
6.34
139
0.00
0
1862
0.82
0.00
6.34
6.34
140
0.00
0
1855
0.81
0.00
6.34
6.34
141
0.00
0
1849
0.81
0.00
6.34
6.34
142
0.00
0
1843
0.81
0.00
6.34
6.34
143
0.00
0
1836
0.80
0.00
6.34
6.34
144
0.00
0
1830
0.80
0.00
6.34
6.34
145
0.00
0
1824
0.80
0.00
6.34
6.34
146
0.00
0
1817
0.80
0.00
6.34
6.34
147
0.00
0
1811
0.79
0.00
6.34
6.34
148
0.00
0
1805
0.79
0.00
6.34
6.34

149
0.00
0
1798
0.79
0.00
6.34
6.34
150
0.00
0
1792
0.78
0.00
6.34
6.34
151
0.00
0
1786
0.78
0.00
6.34
6.34
152
0.00
0
1779
0.78
0.00
6.34
6.34
153
0.00
0
1773
0.78
0.00
6.34
6.34
154
0.00
0
1767
0.77
0.00
6.34
6.34
155
0.00
0
1760
0.77
0.00
6.34
6.34
156
0.00
0
1754
0.77
0.00
6.34
6.34
157
0.00
0
1748
0.77
0.00
6.34
6.34
158
0.00
0
1741
0.76
0.00
6.34
6.34
159
0.00
0
1735
0.76
0.00
6.34
6.34
160
0.00
0
1728
0.76
0.00
6.34
6.34
161
0.00
0
1722
0.75
0.00
6.34
6.34
162
0.00
0
1716
0.75
0.00
6.34
6.34
163
0.00
0
1709
0.75
0.00
6.34
6.34
164
0.00
0
1703
0.75
0.00
6.34
6.34
165
0.00
0
1697
0.74
0.00
6.34
6.34
166
0.00
0
1690
0.74
0.00
6.34
6.34
167
0.00
0
1684
0.74
0.00
6.34
6.34
168
0.00
0
1678
0.73
0.00
6.34
6.34
169
0.00
0
1671
0.73
0.00
6.34
6.34
170
0.00
0
1665
0.73
0.00
6.34
6.34
171
0.00
0
1659
0.73
0.00
6.34
6.34
172
0.00
0
1652
0.72
0.00
6.34
6.34
173
0.00
0
1646
0.72
0.00
6.34
6.34
174
0.00
0
1640
0.72
0.00
6.34
6.34
175
0.00
0
1633
0.72
0.00
6.34
6.34
176
0.00
0
1627
0.71
0.00
6.34
6.34
177
0.00
0
1621
0.71
0.00
6.34
6.34
178
0.00
0
1614
0.71
0.00
6.34
6.34
179
0.00
0
1608
0.70
0.00
6.34
6.34
180
0.00
0
1602
0.70
0.00
6.34
6.34
181
0.00
0
1595
0.70
0.00
6.34
6.34
182
0.00
0
1589
0.70
0.00
6.34
6.34
183
0.00
0
1583
0.69
0.00
6.34
6.34
184
0.00
0
1576
0.69
UO
6.34
6.34
185
0.00
0
1570
0.69
0.00
6.34
6.34
186
0.00
0
1564
0.68
0.00
6.34
6.34
187
0.00
0
1557
0.68
0.00
6.34
6.34
188
0.00
0
1551
0.68
0.00
6.34
6.34
189
0.00
0
1545
0.68
0.00
6.34
6.34
190
0.00
0
1538
0.67
0.00
6.34
6.34
191
0.00
0
1532
0.67
0.00
6.34
6.34
192
0.00
0
1525
0.67
0.00
6.34
6.34
193
0.00
0
1519
0.67
0.00
6.34
6.34
194
0.00
0 .
1513
0.66
0.00
6.34
6.34
195
0.00
0
1506
0.66
0.00
6.34
6.34
196
0.00
0
1500
0.66
0.00
6.34
6.34
197
0.00
0
1494
0.65
0.00
6.34
6.34
198
0.00
0
1487
0.65
0.00
6.34
6.34
199
0.00
0
1481
0.65
0.00
6.34
6.34
200
0.00
0
1475
0.65
0.00
6.34
6.34
201
0.00
0
1468
0.64
0.00
6.34
6.34
202
0.00
0
1462
0.64
0.00
6.34
6.34
203
0.00
0
1456
0.64
0.00
6.34
6.34
204
0.00
0
1449
0.63
0.00
6.34
6.34

205
0.00
0
1443
0.63
0.00
6.34
6.34
206
0.00
0
1437
0.63
0.00
6.34
6.34
207
0.00
0
1430
0.63
0.00
6.34
6.34
208
0.00
0
1424
0.62
0.00
6.34
6.34
209
0.00
0
1418
0.62
0.00
6.34
6.34
210
0.00
0
1411
0.62
0.00
6.34
6.34
211
0.00
0
1405
0.62
0.00
6.34
6.34
212
0.00
0
1399
0.61
0.00
6.34
6.34
213
0.00
0
1392
0.61
0.00
6.34
6.34
214
0.00
0
1386
0.61
0.00
6.34
6.34
215
0.00
0
1380
0.60
0.00
6.34
6.34
216
0.00
0
1373
0.60
0.00
6.34
6.34
217
0.00
0
1367
0.60
0.00
6.34
6.34
218
0.00
0
1361
0.60
0.00
6.34
6.34
219
0.00
0
1354
0.59
0.00
6.34
6.34
220
0.00
0
1348
0.59
0.00
6.34
6.34
221
0.00
0
1342
0.59.
0.00
6.34
6.34
222
0.00
0
1335
0.58
0.00
6.34
6.34
223
0.00
0
1329
0.58
0.00
6.34
6.34
224
0.00
0
1322
0.58
0.00
6.34
6.34
225
0.00
0
1316
0.58
0.00
6.34
6.34
226
0.00
0
1310
0.57
0.00
6.34
6.34
227
0.00
0
1303
0.57
0.00
6.34
6.34
228
0.00
0
1297
0.57
0.00
6.34
6.34
229
0.00
0
1291
0.57
0.00
6.34
6.34
230
0.00
0
1284
0.56
0.00
6.34
6.34
231
0.00
0
1278
0.56
0.00
6.34
6.34
232
0.00
0
1272
0.56
0.00
6.34
6.34
233
0.00
0
1265
0.55
0.00
6.34
6.34
234
0.00
0
1259
0.55
0.00
6.34
6.34
235
0.00
0
1253
0.55
0.00
6.34
6.34
236
0.00
0
1246
0.55
0.00
6.34
6.34
237
0.00
0
1240
0.54
0.00
6.34
6.34
238
0.00
0
1234
0.54
0.00
6.34
6.34
239
0.00
0
1227
0.54
0.00
6.34
6.34
240
0.00
0
1221
0.53
0.00
6.34
6.34
241
0.00
0
1215
0.53
0.00
6.34
6.34
242
0.00
0
1208
0.53
0.00
6.34
6.34
243
0.00
0
1202
0.53
0.00
6.34
6.34
244
0.00
0
1196
0.52
0.00
6.34
6.34
245
0.00
0
1189
0.52
0.00
6.34
6.34
246
0.00
0
1183
0.52
0.00
6.34
6.34
247
0.00
0
1177
0.52
0.00
6.34
6.34
248
0.00
0
1170
0.51
0.00
6.34
6.34
249
0.00
0
1164
0.51
0.00
6.34
6.34
250
0.00
0
1158
0.51
0.00
6.34
6.34
251
0.00
0
1151
0.50
0.00
6.34
6.34
252
0.00
0
1145
0.50
0.00
6.34
6.34
253
0.00
0
1139
0.50
0.00
6.34
6.34
254
0.00
0
1132
0.50
0.00
6.34
6.34
255
0.00
0
1126
0.49
0.00
6.34
6.34
256
0.00
0
1119
0.49
0.00
6.34
6.34
257
0.00
0
1113
0.49
0.00
6.34
6.34
258
0.00
0
1107
0.48
0.00
6.34
6.34
259
0.00
0
1100
0.48
0.00
6.34
6.34
260
0.00
0
1094
0.48
0.00
6.34
6.34

261
0.00
0
1088
0.48
0.00
6.34
6.34
262
0.00
0
1081
0.47
0.00
6.34
6.34
263
0.00
0
1075
0.47
0.00
6.34
6.34
264
0.00
0
1069
0.47
0.00
6.34
6.34
265
0.00
0
1062
0.47
0.00
6.34
6.34
266
0.00
0
1056
0.46
0.00
6.34
6.34
267
0.00
0
1050
0.46
0.00
6.34
6.34
268
0.00
0
1043
0.46
0.00
6.34
6.34
269
0.00
0
1037
0.45
0.00
6.34
6.34
270
0.00
0
1031
0.45
0.00
6.34
6.34
271
0.00
0
1024
0.45
0.00
6.34
6.34
272
0.00
0
1018
0.45
0.00
6.34
6.34
273
0.00
0
1012
0.44
0.00
6.34
6.34
274
0.00
0
1005
0.44
0.00
6.34
6.34
275
0.00
0
999
0.44
0.00
6.34
6.34
276
0.00
0
993
0.43
0.00
6.34
6.34
277
0.00
0
986
0.43
0.00
6.34
6.34
278
0.00
0
980
0.43
0.00
6.34
6.34
279
0.00
0
974
0.43
0.00
6.34
6.34
280
0.00
0
967
0.42
0.00
6.34
6.34
281
0.00
0
961
0.42
0.00
6.34
6.34
282
0.00
0
955
0.42
0.00
6.34
6.34
283
0.00
0
948
0.42
0.00
6.34
6.34
284
0.00
0
942
0.41
0.00
6.34
6.34
285
0.00
0
936
0.41
0.00
6.34
6.34
286
0.00
0
929
0.41
0.00
6.34
6.34
287
0.00
0
923
0.40
0.00
6.34
6.34
288
0.00
0
916
0.40
0.00
6.34
6.34
289
0.00
0
910
0.40
0.00
6.34
6.34
290
0.00
0
904
0.40
0.00
6.34
6.34
291
0.00
0
897
0.39
0.00
6.34
6.34
292
0.00
0
891
0.39
0.00
6.34
6.34
293
0.00
0
885
0.39
0.00
6.34
6.34
294
0.00
0
878
0.38
0.00
6.34
6.34
295
0.00
0
872
0.38
0.00
6.34
6.34
296
0.00
0
866
0.38
0.00
6.34
6.34
297
0.00
0
859
0.38
0.00
6.34
6.34
298
0.00
0
853
0.37
0.00
6.34
6.34
299
0.00
0
847
0.37
0.00
6.34
6.34
300
0.00
0
840
0.37
0.00
6.34
6.34
301
0.00
0
834
0.37
0.00
6.34
6.34
302
0.00
0
828
0.36
0.00
6.34
6.34
303
0.00
0
821
0.36
0.00
6.34
6.34
304
0.00
0
815
0.36
0.00
6.34
6.34
305
0.00
0
809
0.35
0.00
6.34
6.34
306
0.00
0
802
0.35
0.00
6.34
6.34
307
0.00
0
796
0.35
0.00
6.34
6.34
308
0.00
0
790
0.35
0.00
6.34
6.34
309
0.00
0
783
0.34
0.00
6.34
6.34
310
0.00
0
777
0.34
0.00
6.34
6.34
311
0.00
0
771
0.34
0.00
6.34
6.34
312
0.00
0
764
0.33
0.00
6.34
6.34
313
0.00
0
758
0.33
0.00
6.34
6.34
314
0.00
0
752
0.33
0.00
6.34
6.34
315
0.00
0
745
0.33
0.00
6.34
6.34
316
0.00
0
739
0.32
0.00
6.34
6.34

317
0.00
0
733
0.32
0.00
6.34
6.34
318
0.00
0
726
0.32
0.00
6.34
6.34
319
0.00
0
720
0.32
0.00
6.34
6.34
320
0.00
0
713
0.31
0.00
6.34
6.34
321
0.00
0
707
0.31
0.00
6.34
6.34
322
0.00
0
701
0.31
0.00
6.34
6.34
323
0.00
0
694
0.30
0.00
6.34
6.34
324
0.00
0
688
0.30
0.00
6.34
6.34
325
0.00
0
682
0.30
0.00
6.34
6.34
326
0.00
0
675
0.30
0.00
6.34
6.34
327
0.00
0
669
0.29
0.00
6.34
6.34
328
0.00
0
663
0.29
0.00
6.34
6.34
329
0.00
0
656
0.29
0.00
6.34
6.34
330
0.00
0
650
0.28
0.00
6.34
6.34
331
0.00
0
644
0.28
0.00
6.34
6.34
332
0.00
0
637
0.28
0.00
6.34
6.34
333
0.00
0
631
0.28
0.00
6.34
6.34
334
0.00
0
625
0.27
0.00
6.34
6.34
335
0.00
0
618
0.27
0.00
6.34
6.34
336
0.00
0
612
0.27
0.00
6.34
6.34
337
0.00
0
606
0.27
0.00
6.34
6.34
338
0.00
0
599
0.26
0.00
6.34
6.34
339
0.00
0
593
0.26
0.00
6.34
6.34
340
0.00
0
587
0.26
0.00
6.34
6.34
341
0.00
0
580
0.25
0.00
6.34
6.34
342
0.00
0
574
0.25
0.00
6.34
6.34
343
0.00
0
568
0.25
0.00
6.34
6.34
344
0.00
0
561
0.25
0.00
6.34
6.34
345
0.00
0
555
0.24
0.00
6.34
6.34
346
0.00
0
549
0.24
0.00
6.34
6.34
347
0.00
0
542
0.24
0.00
6.34
6.34
348
0.00
0
536
0.23
0.00
6.34
6.34
349
0.00
0
530
0.23
0.00
6.34
6.34
350
0.00
0
523
0.23
0.00
6.34
6.34
351
0.00
0
517
0.23
0.00
6.34
6.34
352
0.00
0
510
0.22
0.00
6.34
6.34
353
0.00
0
504
0.22
0.00
6.34
6.34
354
0.00
0
498
0.22
0.00
6.34
6.34
355
0.00
0
491
0.22
0.00
6.34
6.34
356
0.00
0
485
0.21
0.00
6.34
6.34
357
0.00
0
479
0.21
0.00
6.34
6.34
358
0.00
0
472
0.21
0.00
6.34
6.34
359
0.00
0
466
0.20
0.00
6.34
6.34
360
0.00
0
460
0.20
0.00
6.34
6.34
361
0.00
0
453
0.20
0.00
6.34
6.34
362
0.00
0
447
020
0.00
6.34
6.34
363
0.00
0
441
0.19
0.00
6.34
6.34
364
0.00
0
434
0.19
0.00
6.34
6.34
365
0.00
0
428
0.19
0.00
6.34
6.34
366
0.00
0
422
0.18
0.00
6.34
6.34
367
0.00
0
415
0.18
0.00
6.34
6.34
368
0.00
0
409
0.18
0.00
6.34
6.34
369
0.00
0
403
0.18
0.00
6.34
6.34
370
0.00
0
396
0.17
0.00
6.34
6.34
371
0.00
0
390
0.17
0.00
6.34
6.34
372
0.00
0
384
0.17
0.00
6.34
6.34

373
0.00
0
377
0.17
0.00
6.34
6.34
374
0.00
0
371
0.16
0.00
6.34
6.34
375
0.00
0
365
0.16
0.00
6.34
6.34
376
0.00
0
358
0.16
0.00
6.34
6.34
377
0.00
0
352
0.15
0.00
6.34
6.34
378
0.00
0
346
0.15
0.00
6.34
6.34
379
0.00
0
339
0.15
0.00
6.34
6.34
380
0.00
0
333
0.15
0.00
6.34
6.34
381
0.00
0
327
0.14
0.00
6.34
6.34
382
0.00
0
320
0.14
0.00
6.34
6.34
383
0.00
0
314
0.14
0.00
6.34
6.34
384
0.00
0
307
0.13
0.00
6.34
6.34
385
0.00
0
301
0.13
0.00
6.34
6.34
386
0.00
0
295
0.13
0.00
6.34
6.34
387
0.00
0
288
0.13
0.00
6.34
6.34
388
0.00
0
282
0.12
0.00
6.34
6.34
389
0.00
0
276
0.12
0.00
6.34
6.34
390
0.00
0
269
0.12
0.00
6.34
6.34
391
0.00
0
263
0.12
0.00
6.34
6.34
392
0.00
0
257
0.11
0.00
6.34
6.34
393
0.00
0
250
0.11
0.00
6.34
6.34
394
0.00
0
244
0.11
0.00
6.34
6.34
395
0.00
0
238
0.10
0.00
6.34
6.34
396
0.00
0
231
0.10
0.00
6.34
6.34
397
0.00
0
225
0.10
0.00
6.34
6.34
398
0.00
0
219
0.10
0.00
6.34
6.34
399
0.00
0
212
0.09
0.00
6.34
6.34
400
0.00
0
206
0.09
0.00
6.34
6.34
401
0.00
0
200
0.09
0.00
6.34
6.34
402
0.00
0
193
0.08
0.00
6.34
6.34
403
0.00
0
187
0.08
0.00
6.34
6.34
404
0.00
0
181
0.08
0.00
6.34
6.34
405
0.00
0
174
0.08
0.00
6.34
6.34
406
0.00
0
168
0.07
0.00
6.34
6.34
407
0.00
0
162
0.07
0.00
6.34
6.34
408
0.00
0
155
0.07
0.00
6.34
6.34
409
0.00
0
149
0.07
0.00
6.34
6.34
410
0.00
0
143
0.06
0.00
6.34
6.34
411
0.00
0
136
0.06
0.00
6.34
6.34
412
0.00
0
130
0.06
0.00
6.34
6.34
413
0.00
0
124
0.05
0.00
6.34
6.34
414
0.00
0
117
0.05
0.00
6.34
6.34
415
0.00
0
111
0.05
0.00
6.34
6.34
416
0.00
0
104
0.05
0.00
6.34
6.34
417
0.00
0
98
0.04
0.00
6.34
6.34
418
0.00
0
92
0.04
0.00
6.34
6.34
419
0.00
0
85
0.04
0.00
6.34
6.34
420
0.00
0
79
0.03
0.00
6.34
6.34
421
0.00
0
73
0.03
0.00
6.34
6.34
422
0.00
0
66
0.03
0.00
6.34
6.34
423
0.00
0
60
0.03
0.00
6.34
6.34
424
0.00
0
54
0.02
0.00
6.34
6.34
425
0.00
0
47
0.02
0.00
6.34
6.34
426
0.00
0
41
0.02
0.00
6.34
6.34
427
0.00
0
35
0.02
0.00
6.34
6.34
428
0.00
0
28
0.01
0.00
6.34
6.34

429
0.00
0
22
0.01
0.00
6.34
6.34
430
0.00
0
16
0.01
0.00
6.34
6.34
431
0.00
0
9
0.00
0.00
6.34
6.34
432
0.00
0
3
0.00
0.00
2.98
2.98
433
0.00
0
0
0.00
0.00
0.00
0.00
434
0.00
0
0
0.00
0.00
0.00
0.00
435
0.00
0
0
0.00
0.00
0.00
0.00
436
0.00
0
0
0.00
0.00
0.00
0.00
437
0.00
0
0
0.00
0.00
0.00
0.00
438
0.00
0
0
0.00
0.00
0.00
0.00
439
0.00
0
0
0.00
0.00
0.00
0.00
440
0.00
0
0
0.00
0.00
0.00
0.00
441
0.00
0
0
0.00
0.00
0.00
0.00
442
0.00
0
0
0.00
0.00
0.00
0.00
443
0.00
0
0
0.00
0.00
0.00
0.00

5.00
4.50
4.00
3.50
3.00
2.50
3
° 2.00
1.50
1.00
0.50
0.00
-0.50
Bioretention Flow Mitigation 1-yr
Time (minutes)
Inflow (Post Dew Q) ®BR Outflow ®pre-dev