SW6081103_HISTORICAL FILE_20081219

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

December 18, 2008
Robert D. Patterson, P.E.
North Carolina Dept. of Environmental
And Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Phone: [phone]
RE: Request for Additional Information
Stormwater Project No. SW6081103
Shoppes at Raeford, Hoke County, NC
W&A Project # 07-156
Dear Mr. Patterson:
-�D
DEC 1 3 20C3
DENR _ WA .
Wetlands a S`o k QUHLITY'
tmwaler Branrh
In response to your request dated November 26, 2008, the following information is provided:
On the application form SWU-101, the table in 111.8. needs to show one drainage area for each of the two wet
detention ponds. Only one column was filled out for the overall site.
The table in 11I.8 has been revised to show one area for each drainage area.
2. The SHWT is well below the permanent pool elevation (PPE) of each of the proposed wet ponds. Please specify
how the water will be kept at the PPE. Depending on the site soils, a clay liner (compacted to have infiltration
<0.01 in/hr.), or equivalent, may need to be provided in order to maintain the permanent pool. If a clay
liner is proposed, then a minimum 4-inch layer of topsoil shall be provided on the vegetated she ffor planting.
The plans have been revised to show a 12" clay liner around the permanent pool. Infiltration rates
of the liner were added to the detention pond details. Topsoil thickness for all pervious areas is
listed on OCS details on Sheet D-2C.
3. The offsite area (Basin 1 Q directed to wet pond 2 must either be bypassed, or accounted for (treated) in the
pond. f it cannot be bypassed, then a future complete build -out must be assumed when determining the
impervious area of the off ite area.
Offsite drainage area "Basin 1 C" has been assumed to be a residential development with average lot
sizes of 1.0 Ac. This revised area has been included in the treatment calculations for flows into
Pond 2.
6745 Sugarloaf Parkway ♦ Suite 100 ♦ Duluth, Georgia 30097 ♦ 770-447-8999 ♦ 770-447-9070 Fax
www.wolvertoii-assoc.com

Robert D. Patterson, P.E. - DWQ
December 18, 2008
Page 2
4. The specifications (02300-5) mentions dewatering during construction. f this dewatering activity will be near
the wetlands, then some type of operation and monitoring plan may be needed to ensure that the wetlands are
not dewatered.
A caution note regarding dewatering near the wetlands has been added to Sheets ES-1 and C-2.
5. Is there a weir near the PPE in the stone gabion forebay berms to allow water to pass to the main pond area; or
is the flow expected to he able to flow/f Iter through the voids stone gabion?
The stone dams are porous which will allow water to flow through the dams. Additionally a weir
opening will be placed at the top layer of the dam to transmit water into the main pond during
higher storm events. See Sheet C-2 for detail.
6. The stage / storage tables need to have values at both the PPE and the temporary pool elevation (TPE) so that
we can verify the minimum treatment volume is provided.
Stage storage tables have been revised to depict data requested.
7. The pond details on D-2C give the appearance that the vegetative shelf is flat and all at the PPE. Please revise
to show that the PPE intersects the middle of the she f leaving 6" of the shelf below and 6" above the PPE.
The detention pond shelf details have been revised. See sheet D-2C.
8. Please revise the landscaping plans for the wet ponds. No trees or woody shrubs are allowed on the pond
embankment as they may threaten the integrity of the embankment. The plants on the vegetative shelf should
consist of any combination afar least three emergent plants and shallow land herbaceous plants. A list of Plants
can be foun d on pages 9-19 and 9-20 of the BMP Manual.
The landscape planting plans have been revised according to the revisions requested. See Sheets L-
3 and L-4 for revisions.
9. It does not appear that the treatment volume draws down between 2 and 5 days. The orifice drawdown
calculation provided does not use the correct head. The average head to use in the orifice equation is
approximately 113 of the distance between the PPE and the elevation of the next available outlet above the
PPE. Please also show all of the internal calculations done to calculate the drawdown time that are done in the
spreadsheet. The volume to use in this calculation is the minimum required treatment volume determined by the
Simple Method.
The drawdown orifice calculations have been revised to reflect the appropriate head value.
Additionally the calculations have been included for your reference.

Robert D. Patterson, P.E. - DWQ
December 18, 2008
Page 3
10. Please show required proposed easements around the wet detention ponds.
The detention pond easement is listed on Sheet C-2 around the ponds and along the access drive to
the west of the Wal-Mart parcel.
11. Please note that when each outparcel is developed, revised plans and appropriate application forms must be
submitted for approval by DWQ.
A note has been added to Sheet C-2.
It is our hope that the information provided above will enable the Stormwater Permitting Unit to approve
the project based on the changes that were made. If there are questions or further information is required,
please contact me.
Sincerely,
Wolverton & Associates, Inc.
l
Chris Manes, P.E.
Project Manager
Copy: Bo Murphy, Raeford Retail Investments, LLC (via email)

770-447-8999
770-447-9070 Fax
www.wolverton-assoc.com
Associates
LETTER OF TRANSMITTAL
6745 Sugarloaf Parkway ♦ Suite 100
Duluth, Georgia 30097
DATE: December 18, 2008 W&APROJECTNO.: 07-1561210
TO: Mr. Robert D. Patterson, P.E.
NC DENR — Division of Water Quality
512 N. Salisbury St., 9`h Floor 0 I
Raleigh, NC 27604 p— ' �I
Phone: [phone] DEC 1 , 0a
en uAUTY I
RE: Stormwater Project No. SW6081103 wetlarWs_SS:amwatereram-
Shoppes at Raeford, Hoke County, NC
COPIES
DATED
I DESCRIPTION
2
Stormwater Management Permit Application Form (Replacement Pages)
1
Supplement Form (Pond 1 and Pond 2)
1
Owners & Maintenance Agreement (Pond 1 and Pond 2) ]Replacement Pages]
l
Calculations and Narrative of Stormwater Treatment/Management
2
Civil Plans (See attached Sheet Index)
1
12/18/08
Hydrology Study
1
Forbay Calculations
TRANSMITPED:
MAIL
COURIER
DELIVERED
FEllLX 12/18/08p
PICKED UP
OTHER
MESSAGE: Mr. Patterson,
Enclosed please find the items listed above for the referenced project. If you have any questions or need
additional information, please contact me at 770-447-8999.
COPY: Bo Murphy (via Email) SIGNED
File Chris Manes, P.E.iar

'l
State of North Carolina IAI �� ���
Department of Environment and Natural Resources
Division of Water Quality DEC 0 6 2012
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM Dwo
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: SW6081103
2. Project Name: Shoppes at Raeford
3. Current Permit Holder's Company Name/Organization:
4. Signing Official's Name: Arthur J. Kepes
5. Mailing Address: 550 Long Point Road
City: Mt. Pleasant
6. Phone: (843 ) 654-7878
Raeford Retail Investment, LLC
Title: Executive Vice President
State: SC Zip: 29464
Fax: 8( 43 ) 654-7889
II. PROPOSED PERMITTEE / 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 1, 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: 550 Long Point Road
City: Mt. Pleasant
Phone: (843 ) 654-7878
5. New Project Name to be placed on permit:
—State: SC Zip: 29464
Fax: ( 843) 654-7889
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 #1 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) rQ rJ
SSW N/O Change Rev24Sept2012 Page 1 of 4
DEC 3 2012

7

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 cursigned form. (This certification must be completed and signed byboth the
reritpermlf.hglde� 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.
6. 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, Raeford Retail Investment, LLC , the current
permittee, hereby 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. 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. I assign all rights and obligations as permittee to the
proposed permittee named in Sec ions II and V of this form. I understand that this transfer of
ownership cann/� be approved b the DWQ unless and until the facility is in compliance with the
permit.
Signature:
109
30 November 2012
a Notary Public for the State of
County of Charles On , do hereby certify that
Ar+hur S • Kepc5 personally appeared before me this the
30tk day of NOVember 20 1a, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal, (Notary Seal)
Notary Signature MARIANNE M. KELLY _
Notary Public, South Carolina
My Commission Expires
July 26, 2019 ,
SSW N/O Change Rev24Sept2012

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)
ethe 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
Bpast 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:
I, 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 Signature
(Notary Seal)
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

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 11 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:
Mailing Address:
City
Phone:
Email:
State:
(if different from street address)
State:
Fax:
Zip:
Zip:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections 11 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
County of
Date:
a Notary Public for the State 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 Signature
(Notary Seal)
SSW N/O Change Rev24Sept2012 Page 4 of 4

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
� j
November 26, 2008
Mr. Chris Manes, P.E.
Wolverton & Associates, Inc.
6745 Sugarloaf Parkway, Suite 100
Duluth, GA 30097
Coleen 11. Sullins Director
Division of Water Quality
Subject: Request for Additional Information
Stormwater Project No. SW6081103
Shoppes at Raeford
Hoke County
Dear Mr. Manes:
The Division of Water Quality Central Office received a Stormwater Management Permit Application for
the subject project on November 21, 2008. A preliminary review of that information has determined that
the application is not complete. ,The following information is needed to continue the stormwater review:
1. On the application form SWU-101, the table in II1.8. needs to show one drainage area for each
of the two wet detention ponds. Only one column was filled out for the overall site.
2. The SHWT is well below the permanent pool elevation (PPE) of each of the proposed wet
ponds. Please specify how the water will be kept at the PPE. Depending on the site soils, a
clay liner (compacted to have infiltration < 0.01 in/hr), or equivalent, may need to be provided
in order to maintain the permanent pool. If a clay liner is proposed, then a minimum 4-inch
layer of topsoil shall be provided on the vegetated shelf for planting.
3. The offsite area (Basin 1 C) directed to wet pond 2 must either be bypassed, or accounted for
(treated) in the pond. If it cannot be bypassed, then a future complete build -out must be
assumed when determining the impervious area of the offsite area.
4. The specifications (02300-5) mentions dewatering during construction. If this dewatering
activity will be near the wetlands, then some type of operation and monitoring plan may be
needed to ensure that the wetlands are not dewatered.
5. Is there a weir near the PPE in the stone gabion forebay berms to allow water to pass to the
main pond area; or is the flow expected to be able to flow/filter through the voids stone
gabion?
6. The stage / storage tables need to have values at both the PPE and the temporary pool
elevation (TPE) so that we can verify the minimum treatment volume is provided.
No �hCarolina
' �aturrrll�
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwmergonlity.oru Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper

Mr. Chris Manes, P.E.
SW6081 103 — Shoppes at Raeford
November 26, 2008
7. The pond details on D-2C give the appearance that the vegetative shelf is flat and all at the
PPE. Please revise to show that the PPE intersects the middle of the shelf, leaving 6" of the
shelf below and 6" above the PPG.
8 Please revise the landscaping pplaas for the wet ponds. No trees or woody shrubs are allowed
on the pond embankment as they may threaten the integrity of the embankment. The plants on
the vegetative shelf should consist of any combination of at least three emergent plants and
shallow land herbaceous plants. A list of plants can be found on pages 9-19 and 9-20 of the
BMP Manual.
9. It does not appear that the treatment volume draws down between 2 and 5 days. The orifice
drawdown calculation provided does not use the correct head. The average head to use in the
orifice equation is approximately 1/3 of the distance between the PPE and the elevation of the
next available outlet above the PPE. Please also show all of the internal calculations done to
calculate the drawdown time that are done in the spreadsheet. The volume to use in this
calculation is the minimum required treatment volume determined by the Simple Method.
10. Please show required proposed easements around the wet detention ponds.
11. Please note that when each outparcel is developed, revised plans and appropriate application
forms must be submitted for approval by DWQ.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to December 12, 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.
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.
Please reference the State assigned project number SW6081.103 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,
Robert D. Patterson, V.E.
Environmental Engineer
Stormwater Permitting Unit
cc: Mr. Art Kepes, Raeford Retail Investments, LLC, 1415 Stuart Engals Blvd, Mount Pleasant, SC,
29464-3346
Fayetteville Regional Office, Mike Lawyer
DWQ Central Files
Stormwater Permitting Unit Files

tl�0F W AT Fq0 Michael F. Easley, Governor
61 William G. Ross Jr., Secretary
[ North Carolina Department of Environment and Natural Resources
O C Coleen 11. Sullins Director
Division of Water Quality
Mr. Chris Manes, Y.E.
Wolverton & Associates, Inc.
6745 Sugarloaf Parkway, Suite 100
Duluth,.GA 30097
DEC 0 2 2008
D tlO
Dear Mr. Manes:
November 26, 2008
Subject: Request for Additional Information
Stormwater Project No. SW6081103
Shoppes at Raeford
Hoke County
The Division of Water Quality Central Office received a Stormwater Management Permit Application for
the subject project on November 21, 2008. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the storinwater review:
On the application form SWU-101, the table in IIL8. needs to show one drainage area for each
of the two wet detention ponds. Only one column was filled out for the overall site.
2. The SHWT is well below the permanent pool elevation (PPE) of each of the proposed wet
ponds. Please specify how the water will be kept at the PPE. Depending on the site soils, a
clay liner (compacted to have infiltration < 0.01 in/hr), or equivalent, may need to be provided
in order to maintain the permanent pool. If a clay liner is proposed, then a minimum 4-inch
layer of topsoil shall be provided on the vegetated shelf for planting.
3. The offsite area (Basin 1 C) directed to wet pond 2.must either be bypassed, or accounted for
(treated) in the pond. If it cannot be bypassed, then a future complete build -out must be
assumed when determining the impervious area of the offsite area. I
4. The specifications (02300-5) mentions dewatering during construction. .If this dewatering
activity will be near the wetlands, then some type of operation and monitoring plan may be
needed to ensure that the wetlands are not dewatered.
Is there a weir near the PPE in the stone gabion forebay berms to allow water to pass to the
main pond area; or is the flow expected to be able to flow/filter through the voids stone
gabion?
6. The stage / storage tables need to have values at both the PPE and the temporary pool
elevation (TPE) so that we can verify the minimum treatment volume is provided.
N""o��thCarolina
dvnkrrall�
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer service
Internet: www.ncwiterquility.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
, An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Mr. Chris Manes, P.G.
S W6081 103 — Shoppes at Raeford
November 26, 2008
The pond details on D-2C give the appearance that the vegetative shelf is flat and all at the
PPE. Please revise to show that the PPE intersects the middle of the shelf, leaving 6" of the
shelf below and 6" above the PPE.
8 Please revise the landscaping plans for the wet ponds. No trees or woody shrubs are allowed
on the pond embankment as they may threaten the integrity of the embankment. The plants on
the vegetative shelf should consist of any combination of at least three emergent plants and
shallow land herbaceous plants. A list of plants can be found on pages 9-19 and 9-20 of the
BMP Manual.
9. It does not appear that the treatment volume draws down between 2 and 5 days. The orifice
drawdown calculation provided does not use the correct head. The average head to use in the
orifice equation is approximately 1 /3 of the distance between the PPE and the elevation of the
next available outlet above the PPE. Please also show all of the internal calculations done to
calculate the drawdown time that are done in the spreadsheet. The volume to use in this
calculation is the minimum required treatment volume determined by the Simple Method.
10. Please show required proposed easements around the wet detention ponds.
11. Please note that when each outparcel is developed, revised plans and appropriate application
forms must be submitted for approval by DWQ.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to December 12, 2008, or the
application will be returned as incomplete. The return of a project will necessitate resubmiltal 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.
Please reference the State assigned project number SW6081103 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,
Robert D. Patterson, P.E.
Environmental Engineer
Stormwater Permitting Unit
cc: Mr. Art Kepes, Raeford Retail Investments, LLC, 1415 Stuart Engals Blvd, Mount Pleasant, SC,
29464-3346
Fayetteville Regional Office, Mike Lawyer
DWQ Central Files
Stormwater Permitting Unit Files

Application Completeness Review
M- First Submittal ❑ Re -submittal Date Received: 11 21 oYDate Reviewed: 6 2/ eY
Development/Project Name: 5HOA°ES �{-r r2aF Fo p
Receiving stream name (AT -re W1cAvXZ c VLjr1sK classification:
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 2;' oo'2 4 A/ 79 0/0 '2-1 "M/ Jurisdiction .57-ATLE
Project Address: NB4m •tot 3(45: yo/
Engineer name and firm: GH2135. MAI✓ES , LJeLvr•RTwv LAccec_nUc_
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets �igh Density ❑ Other
/f�ih&4 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter)
e BLIA 469.
a— Check for $505.00 included
R" Original signature (not photocopy) on application
B� Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
If an agent signs the application, a signed letter of authorization from the applicant must be provided
which includes the name, title, mailing address and phone number of the person signing the letter.
5' For subdivided projects, a signed and notarized deed restriction statement
Sealed, signed & dated calculations
[Y Correct supplement and.O&M provided for each BMP on site (check all that were provided & number of each)
❑
Bioretention
❑
Dry Detention Basin
❑
Filter Strip
❑
Grass Swale
❑
Infiltration Basin
❑
Infiltration Trench
❑
Level Spreader
❑
Permeable Pavement
❑
Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
eWet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site ,
❑- NCDOT Linear Road
t7 Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
e Narrative Description of stormwater management provided
o'� Soils report provided
ram Wetlands delineated or a note on the plans that none exist on site and/or adjacent property
tK Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
eK Dimensions & slopes provided
❑ Drainage areas delineated ❑ Pervious and impervious reported for each 19 AFeas of high de"
ram Inspection and maintenance agreements provided
a' Application completel ❑ Application Incomplete Returned: (Date)
fe2 1„oGfdNb
Comments JArr" Sresss
— G14L°GK muT 1'w11>7A 1 Nge1A/6' PL-1 T BY P-04.0
May 14, 2008 Revision

SL 2006-246 Section 9 Post Construction Requirements, for Non -Coastal Counties
Low -density projects
❑ No more than two dwelling units per acre or 24% built -upon area;
❑ Vegetated conveyances to the maximum extent practicable;
❑ Built -upon areas at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
High density projects
❑ Control and treat runoff from the first one -inch of rain.
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for the
one-year, 24-hourstorm.
❑ Achieve 85% average annual removal of total suspended solids. w ^
❑ For BMPs that require a'separation from:the seaso'n'al High, water table (SHWT), the separation shall include
at least 12 inches of naturally occurring soil above the SHWT.
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .1008(c); "I
❑ All built -upon areas are at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Post -Construction Runoff Controls for T&E Species
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffers
❑ 200' undisturbed buffers on perennial streams
0 100' undisturbed buffers on intermittent streams
Low -density projects
❑ All built upon area shall be limited to 10 percent.
❑ Use of vegetated conveyances to the maximum extent practicable;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures
High -density projects
❑ The stormwater control measures must control and treat the difference between the pre -development and
post -development conditions for the 1-year 24-hour storm.
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ All structural stormwater treatment systems must be designed to achieve 85% average annual removal of
total suspended solids;
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .1008(c)
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
High Density Projects that require a 401/404 within an NSW
❑ 85% TSS
❑ 30% TN ;
❑ 30% TP '
May 14, 2008 Revision

770-447-8999
770-447-9070 Fax
www.wolverton-assoc.com
Associates
LETTER OF TRANSMITTAL
6745 Sugarloaf Parkway ♦ Suite 100
Duluth, Georgia 30097
DATE: November 20, 2008 W&A PROJECT NO.: 07-1561210
TO: State of North Carolina
Attenfinn- Knhert Patterson IIn11K/^3t;--3nrl nr��
LjL• LISIVARWIll
Submittal
COPIES
I DATED
DESCRIPTION
2
Stormwater Management Permit Application Form
2
Deed Restrictions & Protective Covenants Form
1
Supplement Form (Pond 1 and Pond 2)
1
Owners & Maintenance Agreement (Pond 1 and Pond 2)
1
Fee Check for Permit Processing
1
Calculations and Narrative of Stormwater Treatment/Management
1
Soils Report
2
Civil Plans (See attached Sheet Index)
2
11/18/08
Sitework Specifications
1
11/18/08
Hydrology Study
1
Forbay Calculations
TRANSMITTED:
MAIL
COURIER
DELIVERED
FED EX 1 1 /20/08s
PICKED UP
I OTHER
MESSAGE: Mr. Patterson,
Attached are the items listed above for the referenced project. Please call if you have any questions.
COPY: Bo Murphy (via Email)
SIGNED /<
Chris Manes jar

770-447-8999
770-447-9070 Fax
www.wolverton-assoc.com
&'-'Associates
LETTER OF TRANSMITTAL
6745 Sugarloaf Parkway s Suite 100
Duluth, Georgia 30097
DATE: November 20, 2008 W&A PROJECT NO.: 07-156121a
TO: State of North Carolina
Attention: Robert Patterson
512 N. Salisbury St., 9h Floor hinv
Raleigh, NC 27604
Phone: [phone] WDetlands ENR - WtOMMW FRP
M Y
RE: Shops at Raeford
Submittal
COPIES
DATED
DESCRIPTION
2
Stormwater Management Permit Application Form
2
Deed Restrictions & Protective Covenants Form
1
Supplement Form (Pond 1 and Pond 2)
1
Owners & Maintenance Agreement (Pond 1 and Pond 2)
1
Fee Check for Permit Processing
1
Calculations and Narrative of Stormwater Treatment/Management
1
Soils Report
2
Civil Plans (See attached Sheet Index) -' pX-=.5 erz-CpV✓f
2
1 1 / 18/08
Sitework Specifications
1
11/18/08
Hydrology Study
1
Forbay Calculations
TRANSMITTED:
MAIL
COURIER
DELIVERED
FED EX 11/20/08s
PICKED UP
OTHER
MESSAGE: Mr. Patterson,
Attached are the items listed above for the referenced project. Please call if you have any questions.
COPY: Bo Murphy (via Email)
File
1
SIGNED 6zz
Chris Manesjar

rrKIa_NOiTJ
770-447-9070 Fax
www.wolverton-assoc.com
6745 Sugarloaf Parkway ♦ Suite 100
Duluth, Georgia 30097
Wolverton•&'Associates
LETTER OF TRANSMITTAL NOV 19 2012
j%i A IA
DATE: May 21, 2010 W&A PROJECT NO.: 07-1561232
TO: Fayetteville Regional Office
Surface Water Protection 910-433-3300
225 Green Street, Suite 714
Favetteville. NC 28301-5043
MAY 2 4 2010
RE: Designer's Certification Package for Di fifQ
Stormwater Permit #SW6081103
COPIES I DATED I DESCRIPTION
1 1 5/21/10 1 Designer's Certification
TRANSMITTED:
MESSAGE:
MAIL
COURIER
DELIVERED
FED EX 5 / 21 / 10P,
PICKED UP
I OTHER
Attached is a copy of the Designer's Certification for Permit #SW6081 103. If you have any questions or
comments, please contact me at 770-447-8999.
COPY: Bo Murphy, WRS Realty
DWQ Central Office
File
SIGNED
ClWMancs, PE, CPESCCjar