SW6111207_HISTORICAL FILE_20120130

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW&(/�oJD I
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
.�l�19130
YYYYMMDD

® Burgess a Hiple, Inc.
Convergence Center I
300
■ o Suite Road
295 Bendix Road
BURGESS & NIPLE Virginia Beach, VA 23452
757.490-3566
757.490.9224 Fax
LETTER OF TRANSMITTAL DATE: 01/27/12 JOB NO.: 48857
TO: NCDENR Stormwater Permitting Unit RE: Fort Bragg 2417 CD Home
Attn: Robert D. Patterson, PE SW (p
V' Floor Suite 942
512 North Salibury Street
Raleigh, NC 27604
Tel. [phone]
WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples [:1 Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
2
Revised Site Develo nient Plan sheets 01, 04 & I 1
L�
I AI � _
no
-- .,r 1J
LU IL
i R - WATER Q!lAifTy
LLANrjqgnp„-
THESE ARE TRANSMITTED:
N
For Approval
❑ Approved as submitted
❑ Resubmit ❑ copies for approval
F-]
For your use
❑ Approved as noted
❑ Submit ❑ copies for distribution
n
As requested
❑ Returned for correction
❑ Return ❑ corrected prints
❑
For review and comment
❑
REMARKS:
If you need to contact me my phone number is [phone], ext 2813, and my email address is
[e-mail].
COPY TO:
SIGNED:
Rob Gourley, P.E.
P:�PA438571docNLDT12011_0I_27 NCDEiNR.5lnanua1er Pemtitting do"
If enc$osures are nol as noted, kindly notify us at once.

Patterson, Robert
From: Patterson, Robert
Sent: Thursday, January 26, 2012 7:31 AM
To: 'Dewees, Heiko'
Cc: Gourley, Rob; '[e-mail]'
Subject: RE: SW6110207 - Fort Bragg 24/7 Child Development Home - Additional -Information
Request
Good morning Heiko.
I have reviewed the additional information that we received January 24, 2012. There is still one item that needs
correcting; item 4 from my January 10, 2012 letter. The revised plans state a media depth in the biroretention cells as
24" with shrub/mulch. As stated in my letter, the minimum media depth for a shrub/mulch cell is 36". In order to use a
24" depth, the cell must only be planted with grass sod. Refer to chapter 12 in the BMP Manual for more information.
Please submit the requested information by February 10, 2012. Let me know if you have any questions about this
matter.
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, Raleigh, NC 27604 1 9u, Floor Location & Parcels
[phone] Phone [phone] Fax I Robert. PattersonCancdenr. og_v Email I http://por-tal.ncdenr.org/web/­wq/ws/su Website
A Before printing (his email, please consider your hudge(and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records taw and may be disclosed to third parties unless the content is
exempt by statute or other regulation.
From: Dewees, Heiko fmaiIto: Heiko .Dewees(aburciessniple.com]
Sent: Monday, January 23, 2012 8:46 AM
To: Patterson, Robert
Cc: Gourley, Rob
Subject: Fort Bragg 24/7 Child Development Home; Stormwater Project No. SW6110207
Robert,
We are just about finished with the revised comments that you sent on January 10, 2011 and wanted to see if the
attached groundwater revision to the geotechnical report would suffice for comment 2?
We wanted to make sure before we resubmitted and did not.
Thank you so much for you help,
Heiko G. DeWees
Civil Engineer
Burgess & Niple, Inc.
Convergence Center I
Suite 300
295 Bendix Road
Virginia Beach VA 23452
Ph: 757-217-9735 ext. 2836

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Dewees, Heiko
From: (Morgan, Martha [[e-mail]]
Sent: Thursday, —January 12, 2012 8:11 AM
To: Dewees, Heiko; Patterson, Robert
Cc: Gourley, Rob; Willis, Brittney; Dougherty, Anna
Subject: RE: Stormwater Project No. SW6111207 - 24/7 Child Development Center - Cumberland
County
Hey there,
I just spoke with my counterpart at Ft. Bragg and there are no known environmental issues at the site that you are
working on. Thanks for checking with us,
Marti Morgan, PE
Environmental Engineer
NCDENR
From: Dewees, Heiko [[e-mail]]
Sent: Wednesday, January 11, 2012 2:52 PM
To: Morgan, Martha
Cc: Gourley, Rob; Willis, Brittney; Dougherty, Anna
Subject: Stormwater Project No. SW6111207 - 24/7 Child Development Center - Cumberland County
Hello Ms. Morgan,
We are proposing two bioretention basins on this 24/7 Child Development project and according to comment #6 (see
attached comment letter) we need to get a written verification from you that there are no issues with this project
related to any DWM regulated site or features.
The site is located at the southwest corner of the intersection of Reilly Street and Wac Street, on Fort Bragg, NC. The
project number is PN74422.
Please let me know if you need anything else. Thank you very much.
Heiko G. Dewees
Civil Engineer
Burgess S Niple, Inc.
Convergence Center I
Suite 300
295 Bendix Road
Virginia Beach VA 23452
Ph: 757-217-9735 ext. 2836
Fax:[phone]

BURGESS & NIPLE
Wetlands and Stormwater Branch
Attn: Robert D. Patterson, PE
1617 Mail Service Center
Raleigh, NC 27699-1617
January 23, 2012
Dear Mr. Patterson,
295 Bendix Road I Suite Soo I Virginia Beach, VA 23452 1 757-490•3566
Request for Additional Information
Stormwater Project No. SW"- -� -
24/7 Child Development ]-ionic s w41 1 1 Zo7
Cumberland County
The plans and geotechnical report have been modified to respond to your comments from January 10"', 2012.
Comment 1: Sheet 1 I (bioretention cell landscape plan) needs to be sealed, signed, and dated by an appropriate NC
design professional.
✓ Response: The bioretention cell landscape plan (Sheet 11) has been signed an! sealed by a North Carolina design
professional engineer.
Comment 2: The submitted geotech report submitted does not include a specific S1-1WT elevation determination based
on mottling of the soil. "Phis must be done for each proposed cell. The information included only talks about apparent
water table during the borings.
"Response: The geotechnical report has been modified to include the information abo►tt the Season High Water
Table on pages 3-4. The whole geotechnical report was reprinted for your records.
Comment 3: Please specify double or triple shredded hardwood mulch for the bioretention cells.
Response: Double shredded hardwood mulch was labeled on sheets 04 and 11.
Comment 4: Since both cells proposed are shrub/mulch cells, a minimum of 36" of media must be used. Please revise
,ht. 4 accordingly to not say 24"-36" of media.
A Response: The plantings were reviser! to allow a depth of 24"on sheet 04.
Comment 5: The overflow from bioretention cell #2 appears to flow directly into cell #1. Ideally, the overflow should
be routed around/away from cell #l. Please explain.
ti,., Response: The reasons for this are the constraints imposed by the site. We originally proposed putting a couple of
bioretention cells on the south side of the site, but the testing that was done indicated that they mould not infiltrate.
Therefbre, we ended up moving the cells to their current locations. Another constraint is that there is no existing
burgessniple.com

January 23, 2012
Page 2
storm drainage system in the vicinity that will allow us to provide an overflow structure with an outlet pipe. This
constraint required that we use emergency spillways. Finally, the site naturally drains front west to east. 6Ye do
toot see a rvay to drain cell #2 w/o it draining; through cell V. Please note that both cells are designed to in
accordance with EISA to infiltrate the 1.8 inch or 95''' percentile storm, which is more stringent that the I inch
storm required by NCDENR. Therefore the need to bypass the flows will be infrequent.
Comment 6: With infiltration proposed (no underdrains in the biorctention cells) at Fort Bragg, please provide written
verification from Marti Morgan, at the Division of' Waste Management (DWM), that there are not any issues with this
project in relation to any DWM regulated sites or features. You can contact Mrs. Morgan via email or phone at
martha.nu>rg-,in,Li�ncdenr. y or 919-508-8447.
V Response: Ms. Morgan was contacted via entail and the attached email is verification that there are too known
environmental issues at the proposer! site.
We look forward to the approved stormwater permit. We thank you for your assistance and availability in answering
questions related to this project.
Sincerely,
Robert A. Gourley Jr., PE
burgessniple-corn

®® Burgess a liiple, Inc.
Convergence Center I
■ Suite300
295 Bendix Road
BURGESS & NIPLE Virginia8each,VA 23452
757.490-3566
757.490.9224 Fax
LETTER OF TRANSMITTAL DATE: 01/23/12 JOB NO.:48857
TO: NCDENR Stormwater Pernlitting Unit RE: Fort Bragg 2417 CD Home
Attn: Robert D. Patterson, PE
9th Floor Suite 942
512 North Salibury Street
Raleigh, NC 27604
Tel. [phone]
WE ARE SENDING YOU: ® Attached Under separate cover via
❑ the following items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO,
DESCRIPTION
2
Revised Site Development Plan sheets 04 & 1 1
1
Geotechnical Report
1
Comment 1 Response letter
I
DENR - WATER DAITY
THESE ARE TRANSMITTED:
M
For Approval
❑ Approved as submitted ❑ Resubmit ❑ copies for approval
n
For your use
❑ Approved as noted ❑ Submit ❑ copies for distribution
n
As requested
❑ Returned for correction ❑ Return ❑ corrected prints
❑
For review and comment
❑
REMARKS:
If you need to contact me my phone number is [phone], ext 2813, and my email address is
[e-mail].
611R1211_:1
Rob Gourley, P.E.
P:1PR486571doc1L0'I12012_01_23 NCIAINR-S[ommaier Pnmitling.doca I enclosures are not as noted, kindly notify us at once.

Patterson, Robert
From: Morgan, Martha
Sent: Thursday, January 12, 2012 8:11 AM
To: Dewees, Heiko; Patterson, Robert
Cc: Gourley, Rob; Willis, Brittney; Dougherty, Anna
Subject: RE: Stormwater Project No. SW6111207 - 24/7 Child Development Center - Cumberland
County
Hey there,
I just spoke with my counterpart at Ft. Bragg and there are no known environmental issues at the site that you are
working on. Thanks for checking with us,
Marti Morgan, PE
Environmental Engineer
NCDENR
From: Dewees, Heiko [[e-mail]]
Sent: Wednesday, January 11, 2012 2:52 PM
To: Morgan, Martha
Cc: Gourley, Rob; Willis, Brittney; Dougherty, Anna
Subject: Stormwater Project No. SW6111207 - 24/7 Child Development Center - Cumberland County
Hello Ms. Morgan,
We are proposing two bioretention basins on this 24/7 Child Development project and according to comment #6 (see
attached comment letter) we need to get a written verification from you that there are no issues with this project
related to any DWM regulated site or features.
The site is located at the southwest corner of the intersection of Reilly Street and Wac Street, on Fort Bragg, NC. The
project number is PN74422.
Please let me know if you need anything else. Thank you very much.
Heiko G. DeWees
Civil Engineer
Burgess & Niple, Inc.
Convergence Center 1
Suite 300
295 Bendix Road
Virginia Beach VA 23452
Ph: 757-217-9735 ext. 2836
Fax:[phone]
Note
These electronic documents are provided by Burgess & Niple (BBN) as a convenience to our clients.
The official document is available as a manually signed, initialed, or sealed hard copy If there is a discrepancy between electronic files and the hard copies, the
hard copies shall prevail
it is our professional opinion that tits electronic information provides information current as of the date of its release Any use of this information is al the sole risk
and liability of the user The user is responsible for updating information to reflect any changes in the information following the preparation date of this transmittal,
The delivery of this information in electronic formal is for the benefit of the owner for whom the services have been performed Nothing in the transfer should be
construed to provide any right to third parties In rely on the information provided. or that the use of this information implies the review and approval of Burgess &
Niple

Patterson, Robert
From: Gourley, Rob [[e-mail]]
Sent: Thursday, January 12, 2012 2:04 PM
To: Patterson, Robert
Cc: Dewees, Heiko
Subject: RE: SW6111207 - 2417 Child Development Home - Additional Information Request
Robert,
We are in the process of addressing your comments. Your comment 45 requested that explain why we were flowing
water from bioretention cell #2 into bioretention cell #1. The reason for this are the constraints imposed by the site.
We originally proposed putting a couple of bioretention cells on the south side of the site, but the testing that was done
indicated that they would not infiltrate. Therefore, we ended up moving the cells to their current locations. Another
constraint is that there is no existing storm drainage system in the vicinity that will allow us to provide an overflow
structure with an outlet pipe. This constraint required that we use emergency spillways. Finally, the site naturally drains
from west to east. I do not see a way to drain cell #2 w/o it draining through cell #1. Please note that both cells are
designed to in accordance with EISA to infiltrate the 1.8 inch or 95th percentile storm, which is more stringent that the 1
inch storm required by NCDENR. Therefore the need to bypass the flows will be infrequent.
Please let me know if this response is sufficient to address this comment,
Rob Gourley, P.E.
Civil Section Director
Burgess & Niple
295 Bendix Road
Suite 300
Virginia Beach, VA 23452
Ph: [phone] Ext, 2813
Fax [phone]
From: Patterson, Robert[mailto:robert.i)[e-mail]
Sent: Tuesday, January 10, 2012 11:53 AM
To: Gourley, Rob
Cc: Lawyer, Mike; lee. p.ward.civ(&mail.mil; david.a.heins.civ(abmail.mil
Subject: SW6111207 - 24/7 Child Development Home - Additional Information Request
Rob,
Please see attached. An original is also in the mail. Let me know if you have any questions.
Thanks.
Robert: D. Patterson, PE
] nvironrncntail F,riginccr
NCDE,NR I DWQ I Stormwaiter Permitting
1617 M.O Scrvic;e C<;nlcr, kaalcigh, NC 27699- 1617 N1,01 1 512 N. SalishurySt, Raleigh, NC 27604 1 91h Floor 1.rv-- 3Air n f4, P.cr'rels
[phone] Phone [phone] k'aax I Robert. Pattersou u,ncdenngov P.in;nl. I http://Dortal.ncdenr.org/web/wq/ws/su Website
A Bclbre printing this ernail, 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.

Note:
These electronic documents are provided by Burgess & Niple (B&N) as a convenience to our clients.
The official document is available as a manually signed, initialed, orsealed hard copy. If there is a discrepancy between electronic files and the hard copies, the
hard copies shall prevail.
It is our professional opinion that this electronic information provides information current as of the date of its release. Any use of this information is at the sole risk
and liability of the user. The user is responsible for updating information to reflect any changes in the information following the preparation date of this transmittal.
The delivery of this information in electronic format is for the benefit of the owner for whom the services have been performed. Nothing in the transfer should be
construed to provide any right to third parties to rely on the information provided, or that the use of this information implies the review and approval of Burgess &
Nipie.

`4
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Robert A. Gourley, Jr., PE
Burgess & Niple, Inc.
295 Bendix Rd., Ste. 300
Virginia Beach, VA 23452
Dear Mr. Gourley:
Division of Water Quality
Charles Wakild, PE
Director
January 10, 2012
Subject: Request for Additional Information
Stormwater Project No. SW6111207
24/7 Child Development Nome
Cumberland County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application
for the subject project on December 29, 2011. 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. Sheet 11 (bioretention cell landscape plan) needs to be sealed, signed, and dated by an
appropriate NC design professional.
2. The submitted geotech report submitted does not include a specific SHWT elevation
determination based on mottling of the soil. This must be done for each proposed cell. The
information included only talks about apparent water table during the borings.
3. Please specify double or triple shredded hardwood mulch for the bioretention cells,
4. Since both cells proposed are shrub/mulch cells, a minimum of 36" of media must be used.
Please revise sht. 4 accordingly to not say 24"-36" of media.
5. The overflow from bioretention cell #2 appears to flow directly into cell #1. Ideally, the
overflow should be routed around/away from cell #1. Please explain.
6. With infiltration proposed (no underdrains in the bioretention cells) at Fort Bragg, please
provide written verification from Marti Morgan,. at the Division of Waste Management
(DWM), that there are not any issues with this project in relation to any DWM regulated
sites or features. You can contact Mrs. Morgan via email or phone at
[e-mail] or 919-508-8447.
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 February 10, 2012, or the application
will be returned as incomplete. The return of a project will necessitate resubmittal of all required
items, including the application fee.
Wetlands and Stormwater Branch
1617 Mail Service Center, Ralegh, North Carolina 27699-1517
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: wwwmwaterquality org
An Equal Opportunity 4 Affumative Action Employer
Nne
orthCarolina
Naturally

Mr. Robert A. Gourley, Jr., PE
SW6111207 - 24/7 Child Development Home
January 10, 2012
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.
All revised original signed documents must be returned or new originals must be provided. Copies are
not acceptable. Any revised calculations or plans must be sealed, signed, and dated; and have a
revision date shown. Please reference the State assigned project number SW6111207 on all
correspondence. if you have any questions concerning this matter please feel free to call me at (919)
807-6375, or at [e-mail].
Sincerely,
Robert D, Patterson, PE
Environmental Engineer
Stormwater Permitting Unit
cc: SW6111207 File
ec., David Heins - Fort Bragg DPW
Lee Ward - Fort Bragg DPW / WMB
Mike Lawyer - Fayetteville Regional Office
Page 2 of 2

gefue-AJ _/D
Application Completeness Review
Ur'- First Submittal ❑ Re -submittal Date Received: )v W Date Reviewed: -� 5 I x�- By Bill Diuguid —
Development/Project Name: r- e Ham&- Fvc4 A
Receiving stream name E rg-,4yiA Cpa EY Classification: C
Ziver Basin: rll PF FAA
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-111, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density 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:35 D 8 3 19, 37 —7 B S 7 �$ , oa W Jurisdiction
Project Address: W sfi, �- X Eic e.y Sf,
Engineer name and firm 0,6 a Ga L-,k JR66 s 4-
Phone:7�7--�L90 -3�441 Ec zsr�Email: fzo, . ewVa 6 o
Is the project confirmed to be in the State MSI Stormwater ermit j risdiction? es o No
o Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets G'Fligh Density ❑ Other
---ter— 401/404 impacts to surface waters, wetlands, and buffers (add language to cover le er an or a d info letter)
5K 13UA 351- %
ram' Check for $505.00 included
Va Original signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http!//www.secretary-state,iic.tis/corporatiotis/tfiepige.aspx
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.
For subdivided projects, a signed and notarized deed restriction statement
� Sealed, signed & dated calculations
r�Correctsupplement and O&M provided for each BMP on site (check all that were provided & number of each)
atsBioretention ❑ Rooftop Runoff Management
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
riles wo sets of sealed, signed & dated layout & finish grading plans with appropriate details
Y Narrative Description of stormwater management provided
C�am%S oils report provided Goc a 7-0c1 -Al c Gkj.-
L1#' Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property Are WI-7-L��/D-s r IVa 6-iZva" Wd-r4R iFn/couAfArA
r� Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
Dimensions & slopes provided
Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
:MP operation and maintenance agreements provided
Application complete ❑ Application Incomplete Returned: (Date)
Comments
May 5, 2011 Revision, Bill Diuguid

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.
Hiqh 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-hour storm.
❑ Achieve 85% average annual removal of total suspended solids.
❑ For BMPs that require a separation from the seasonal 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);
❑ 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
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffer Requirements
❑ Undisturbed riparian buffers within 200 feet of water bodies within the 100-Year Floodplain and within 100 feet
of water bodies that are not within the 100-Year Floodplain. Exceptions to the undisturbed buffer
requirements are set forth in 15A NCAC 02B .0607
Stormwater Controls as required by 15A NCAC 02B .0602
❑ Control and treat the difference between the pre -development and post -development conditions for the one-
year, 24-hour storm with structural controls.
❑ Development and redevelopment shall implement stormwater management measures that promote infiltration
of flows and ground water recharge for the purpose of maintaining stream base flow.
85% average annual removal of total suspended solids.
❑ Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours, for detention ponds.
ci - Discharge the storage volume at a rate equal or less than the pre -development discharge rate for the one-
year, 24-hour storm.
❑ Meet design or stormwater management measures set forth in 15A NCAC 2H .1008.
High Density Projects that require a 401/404 within an NSW
❑ 85% TSS
❑ 30% TN
❑ 30% TP
May 5, 2011 Revision, Bill Diuguid

No
■■
BURGESS & NIPLE
LETTER OF TRANSMITTAL
TO: NCDENR Stormwater Permitting; Unit
9t1' Floor Suite 942
512 North Salibury Street
Raleigh, NC 27604
Tel. [phone]
Burgess & Niple, Inc_
Convergence Center
suits 300
295 Bendix Road
Virginia Beach, VA 23452
757.490-3566
757.490.9224 Fax
DATE: 12/28/11 JOB NO.: 48857
RE: Fort Bragg 2417 CD Home
WE ARE SENDING YOU: ® Attached ❑ under separate cover via
the following items:
❑ Shop Drawings
❑ Copy of letter
❑ Prints
❑ Change order
❑ Plans
❑ Samples ❑ Specifications
COPIES
DATE
NO,
DESCRIPTION
2
Site Development Plans
2
Stormwater Management Permit Application Form (original & copy)
Permit Application Processing Fee Check #1962 amount of $505.00
1
Infiltration Basin Operation and Maintenace A Teenicnt
I
Geotechnical Re orts (included at end of calculations booklet)
I
Su ortin� Documents wl Narrative and Calculations
(USGS also included after narrative in calculations booklet)
Bioreterition Cell Supplements (Cell#] & Cell#2)
THESE ARE TRANSMITTED:
®
For Approval
❑ Approved as submitted
❑ Resubmit ❑ copies for approval
❑
For your use
❑ Approved as noted
❑ Submit ❑ copies for distribution
❑
As requested
❑ Returned for correction
❑ Return ❑ corrected prints
❑
For review and comment
❑
REMARKS:
If you need to contact me my phone number is [phone], ext 2813, and my email address is
rob,[e-mail], RRM
�IJ V
DEC 2 9 2011
COPY TO:
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Rob Gourley, P.E.
PAIR48F571dur.I 011201 1_12_22 WDENR•5wnnwaicr PcriviLLiug.doo if enclosures are not as noted, kindly notify us at once.