20031576 Ver 1_Complete File_20030830

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9Q
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O G William G. Ross Jr., Secretary
o North Carolina Department of Environment and Natural Resources
7 r Alan W. Klimek, P. E. Director
-? Division of Water Quality
p ?
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 8, 2004
DWQ Project No. 03-1576
Craven County
Page 1 of 2
S.L. Kelly Construction
1127 North Main Street
Roxboro, NC 27573
Subject Property: Crystal Valley Drive, Lots 81 - 84, Phase 10, Crystal Springs S/D, Roxboro, NC
UT to Chappels Creek [03-04-01, 27-3-2-1, WS-III (water supply) NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 26 .0233) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 55 feet of perennial stream and 3,500 square feet (fe) of protected riparian buffers for the purpose of
constructing the proposed road/driveway (Crystal Valley Drive) at the subject property, as described within your
application dated December 10, 2003 including additional information received by the N.C. Division of Water Quality
(DWQ) on February 2, 2004, March 8, 2004 and April 7, 2004. After reviewing your application, we have decided that
the impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows
you to use Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE). This letter shall also
act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In
addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge and water supply
regulations. Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Erosion & Sediment Control Practices - Erosion and sediment control practices must be in full compliance with
all specifications governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites,
borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated
with the project.
2. No Waste, Spoil, Solids, or Fill of Any Kind -No waste, spoil, solids, or fill of any kind shall occur in wetlands,
waters, or riparian areas beyond the footprint of the impacts depicted in the Preconstruction Notice Application.
All construction activities, including the design, installation, operation, and maintenance of sediment and erosion
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.ne.us/ncwetlands
S.L. Kelly Construction (DWQ # 031576)
Page 2 of 2
April 8, 2004
control Best Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
3. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and erosion control measures
shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and
erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade
restored within six months of the date that the Division of Land Resources has released the project.
4. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 /Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
5. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all properties (including but not
limited to Lot 81, 82, 83 and 84) with retained jurisdictional wetlands, waters and/or protective buffers in order to
assure compliance for future wetland, water and buffer impacts. These mechanisms shall be put in place prior
to impacting any wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. You can obtain a copy of a sample deed notification from our web site or by
contacting the DWQ. Any future driveway crossings on these properties must receive written authorization from
the DWQ prior to impacting protected riparian buffers, streams or other Waters of the State.
6. Diffuse Flow - An additional condition is that all constructed stormwater conveyance outlets shall be directed as
diffuse flow at non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into the stream as identified within 15A NCAC 213 .0233 (5). If this is not possible it may be
necessary to provide stormwater facilities that are considered to remove nitrogen. This may require additional
approval from this Office.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions
are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 26 .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3402
cc: Keith Gettle, Civil Consultants, Inc., 3708 Lyckan Parkway, Suite 201, Durham, NC 27707
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
bz
Apr 07 04 02:12p Civil Consultants, Inc. 919-403-0336
1.;RIIL CONSULTANTS iC.
Civil Engit eers
[.and [kwelopment Consultants
FAX TRANSMITTAL
TO: Bob Zarzecki
COMPANY:
FAX NUMBER: DWQ
733-6893
FROM: Keith Gettle
DATE: 4/7/04
RE: C stal S rin s-DWQ 03-1576
PROJECT NO: 10030
NO. OF PAGES: 1 (including cover sheet)
In regard to our discussion, the area impacted for Crystal Spings- Phase 10 (DWQ-03-
1576) Road Crossing is approximately 3500 sq ft.
Thanks for your help in regard to this permit/ application.
37081 yckan "'arkway . Suitt ?01 . Dmham, N C 27 IN
919-490 1645 Rim, . 919-403-0336 Fax . civilerq'(oz)aol Corr
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APR-7-2004 WED 13:45 TEL:[phone] NAME:DWQ-WETLANDS P. 1
\o?DF W A T ?9?G
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0 Ni -,?'
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 15, 2004
DWQ # 03-1576
Person County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Steve Kelly
S. L. Kelly Construction
1127 North Main Street
Roxboro, NC 27573
Subject Property: Crystal Springs Subdivision, Phase 10
Dear Mr. Kelly:
On December 15, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application with additional
information received on February 2, 2004 and on March 8, 2004 regarding your plan to fill wetlands or waters for the
purpose of constructing a road crossing in Person County. Approval from DWQ is required to disturb these areas. Please
provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show these on maps
of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H
.0500.
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
Please indicate all buffer impacts on the site plan.
Please provide cross section details showing the provisions for aquatic life passage.
According to the cross-sectional detail of the proposed culvert placement it was determined that the.depth of the
pipe was at the same elevation of the existing creek bed.
The stream impact indicated on the submitted site plan was unclear. The extent of the southern rip rap
dissipaters was unclear in how far it extends. Please also be sure to clearly illustrate buffer impacts on this
drawing
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
4
I 't ' D?l
f4oWater orney
Quality C ifi ation Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Keith Gettle, Civil Consultants, 3708 Lyckan Parkway, Suite 201, Durham, NC 27707
rr«Q
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
CIVIL CONSULTANTS INC.
Civil 1?n011cers
Land Development Consultants
To: DWQ
2321 Crabtree Blvd
Raleigh, NC 27604
WF ARF SF.NniNG YOU THE FOLLOWING FMMS VIA
Date: 3/8/04 Job No: 10030
Attn: John Dorney
Re: Crystal Springs Road Crossing
AirhnrnP F.xnrecc
Copies Date No. Description
1 3/5/04 Letter from Keith Gettle
1 1/28/03 1 Grading & Storm Drainage Plan
1 12/19/2003 WM Driveway Stream Crossing

MAR
REMARKS:
WATER WA U11 Y SL(1 ?I
SIGNED: Keith Gettle
LETTER OF TRANSMITTAL
COPY TO: FILE
Steve Kelly
Raleigh Corps of Engineers
T`f
CIVIL CONSULTANTS INC.
Civil Fnlnnmrs
Land Development Consultants
March 5, 2004
NC Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Regarding: Crystal Springs Road Crossing
Supplemental Information
DWQ # 03-1576
Dear Mr. Dorney:
WCTI_AP;
MAR ?i XON

This letter is to inform you of our intent to withdraw our request for the subject stream
crossing under NWP -14 (WQC # 3404). However, this letter is also intended to notify
you of our intent to use NWP- 39 (GC 3402) for the road crossing. I understand from
discussions with USACOE that using NWP - 39 will not require their written concurrence,
and discussions with DWQ Staff personnel indicate that the proposed impacts
associated with GC 3402 only require written notification.
Please note the previously submitted road crossing impact is approximately 38 linear
feet of creek buffer and is within the 40 linear-foot exemption as noted in the Neuse
River Buffer rules. The stream impact will be approximately 55 linear feet and is under
the 150 linear feet threshold of GC 3402. Access for the placement of the riprap will be
limited to the confines of the buffer area to ensure the limits are not exceeded. The
material will be selectively and mechanically placed in effort to ensure all access limits
are protected.
I apologize for any confusion on our part that the previous submittal may have caused.
Should you have any questions regarding the above information or attachments, please
contact me at [phone].
Sincerely,

Keith Gettle,
Engineering Manager
Attachments (7 copies)
cc: Steve Kelly (w/a)
Raleigh Corps of Engineers (w/a)
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OF w A rFgQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
O North Carolina Department of Environment and Natural Resources
r
=i Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 12, 2004
DWQ # 03-1576
Person County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Steve Kelly
S. L. Kelly Construction
1127 North Main Street
Roxboro, NC 27573
Subject Property: Crystal Springs Subdivision
Dear Mr. Kelly:
On December 15, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application and
additional information received on February 2, 2004 regarding your plan to fill wetlands or waters for the purpose
of constructing a road crossing in Person County. Approval from DWQ is required to disturb these areas. Please
provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show
these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 2H.0500.
1. Please indicate the location of the protected buffers as overlays on the site plan for the entire
subdivision for all streams subject to the Neuse River Buffer Rules.
2. Please provide cross section details showing the provision for aquatic life.
3. Please indicate all stormwater outfalls on the site plan, especially from the roads in the development.
4. Also provided seven (7) copies of your response.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Sincerely,
, 1
1 John R. Dorney
401 Water Quality Certification Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Keith Gettle, Civil Consultants, 3708 Lyckan Parkway, Suite 201, Durham, NC 27707
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htW://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
C TVI I CON 8 t I I -XANTSI\('.
Civil l;n?fineers
January 6, 2004
band Development Consultants a
FFH 9 7.004
Mr. John Dorney
NCDENR
1621 Mail Services Center
Raleigh, NC 27699
Re: Residential Lots - Crystal Springs
Roxboro, NC - Person County
401 Water Quality Certification Request
NWP 14 (GC3404)
DWQ # 03-1576
Dear Mr. Dorney,
WF;. ANDS doi (,ROUP
vA 'f ?? UI lAi r Y SF .-MON
10030
Our office has received your letter dated December 19, 2003 in regard to the referenced
project. The information requested is currently under development and will be forwarded to your
office within the next couple weeks. Please maintain the project's "hold" status while we are
compiling and gathering the requested information.
Please call me if you have any questions concerning this request.
Regards,
?? 67
Keith P. Gettle
Engineering Manager
cc: Steve Kelly (w/a)

CIVIL CONSULTANTS INC.
Civil Engineers
Land Development Consultants
VVETI..ANDS / 401 CROUP
January 30, 2004
Project No: 10030
NC Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Regarding: Residential Lots- Crystal Springs
Supplemental Information
DWQ # 03-1576
Dear Mr. Dorney:

!NAP-P (X)A1AY SFCTION
As requested in your letter dated, December 19, 2003, we are providing a supplemental
drawing to address your comments. Due to the relative flatness of the area in question,
contours are not presented on this plan. However, the following items are noted, on the
plans:
1. Stream impact including fill slopes, dissipaters, and bank stabilization.
The roadway will be filled in this area to approximately 3' above the existing
grade with a 12' wide drive, 2' shoulders and a 2:1 slope back to existing grade.
Headwalls will be placed on each end of the piped stream and rip rap aprons are
provided both upstream and downstream of the crossing.
2. Buffer impacts-
Based on the fill required and the headwalls in this area, the buffer impacts are
limited to 38' as measured along the stream channel.
3. Location of the protected buffers-
The buffer zones are indicated on the drawings.
4. Diffuse flow provisions-
Since no curb and gutter is used, runoff is not concentrated prior to entering the
buffer.
37081_yck m P irkmiy . :?uite?O1 . Uu?hnni. N C; WW
)19-'JOn 1E?-1 19 -1(13-('11 1 :1 :;ni
Should you have any questions regarding the above information or attachments, please
contact me at (919)-490-1645.
Sincerely,
0
Keith Gettle,
Engineering Manager
Attachments
cc: Steve Kelly (w/a)
Mike Horan -DWQ (w/a)
\O??F W AT F9pG
r
>
O Y
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Steve Kelly
S. L. Kelly Construction
1127 North Main Street
Roxboro, NC 27573
Subject Property: Crystal Springs Subdivision
Dear Mr. Kelly:
December 19, 2003
DWQ # 03-1576
Person County
WETLANDS / 401 GROUP
FEB 0 ? .?_004
WATER QUALI7Y SEC770ty
On December 15, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of constructing a road crossing in Person County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and
refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100
feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site
plan.
2. Please indicate all buffer impacts on the site plan.
3. Please indicate the location of the protected buffers as overlays on the site plan.
4. Please indicate the diffuse flow provision measures on the site plan.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Sincerely,
JRD/bs
rw??
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
? R Af
l ^R. Dorney
Water Quali 4Cert' ication Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Keith Gettle, Civil Consultants, 3708 Lyckan Parkway, Suite 201, Durham, NC 27707
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (bttp•//h')o.enr at n us/ncwetlands1
Customer Service M: 1-877-623-6748

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Culvert Designer/Analyzer Report
4 lot Drive
Peak Discharge Method: User-SpecMied
Design Discharge 330.00 cfs Check Discharge 0.00 cis

Grades Model: Inverts
Invert Upstream
Length
Drop 0.24 ft Invert Downstream 0.00 ft
23.50 ft Slope 0.010000 Wit
0.24 ft

Headwater Model: Allowable HW/Height
Headwater Depth/ Height 1.50

Tailwater Conditions: Constant Tailwater
Tailwater Elevation WA It
Name Desc Discharge HW Elev Velocity
Trial-1 2-72 Inch Circular 330.00 cis 5.83 ft 9.64 ft/s
Trial-2 2-60 Inch Circular 330.00 cfs 6.48 ft 10.64 ft/s
Trial-3 3-54 inch Circular 330.00 cfs 5.33 ft 9.46 ft
Trial-4 3-73 x 55 Inch Arch 330.00 cis 4.64 ft 8.47 ft/s
Trial-5 2-6 x 4 ft Box 330.00 cfs 6.08 ft 13.14 ft/s
Trial-7 2-74 x 68 inch Arch 330.00 cfs 5.65 ft 9.60 ft/s
x Trial-8 4-42 Inch Circular 330.00 cfs 5.42 ft 9.89 ft/s
Trial-6 4-36 inch Circular 330.00 cis 7.45 ft 12.04 Me
Project Title: Crystal Springs Project Engineer: Tony Whitaker-
c:\haestadbvmbrys-r3 cvm Civil Consultants, Inc. CuNertMaster v1.0
01/23/04 03:07:06 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 9
Culvert Designer/Analyzer Report
4 lot Drive
Design:Trial-8
Solve For. Headwater Elevation
Culvert Summary
Allowable HW Elevation
Computed Headwater Elevation
Headwater Depth/ Height
Inlet Control HW Elev
Outlet Control HW Elev 5.49 ft
5.42 ft
1.48
5.42 ft
5.41 ft Storm Event
Discharge
Tailwater Elevation
Control Type Design
330.00 cfs
WA ft
Inlet Control

Grades
Upstream Invert
Length 0.24 ft
23.50 ft Downstream Invert
Constructed Slope 0.00 ft
0.010000 ftift

Hydraulic Profile
Profile
Slope Type
Flow Regime
Velocity Downstream M2
Mild
Subcritical
9.89 ft/s Depth, Downstream
Normal Depth
Critical Depth
Critical Slope 2.83 ft
WA ft
2.83 ft
0.023438 ft/ft

Section
Section Shape
Section Material
Section Size
Number Sections Circular
CMP
42 Inch
4 Mannings Coefficient
Span
Rise 0.024
3.50 ft
3.50 ft

Outlet Control Properties
Outlet Control HW Elev
Ke 5.41 ft
0.50 Upstream Velocity Head
Entrance Loss 1.15 ft
0.58 ft
Inlet Control Properties
Inlet Control HW Elev 5.42 ft Flow Control N/A
Inlet Type Headwall Area Full 38.5 ft2
K 0.00780 HDS 5 Chart 2
M 2.00000 HDS 5 Scale 1
C 0.03790 Equation Form 1
Y 0.69000
Project Title: Crystal Springs Project Engineer: Tony Whitaker-
c:\haestadbvmbrys-r3.cvm Civil Consultants, Inc. CulvertMaster v1.0
01123/04 03:07:06 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 8 of 9
..-..., v. j .-- ,`f-
{ Jar, 09 04 12:04p Civil Consultants, Inc. 919-403-0336 p.2
CIVIL CONSULTANTS INC.
Civil Engineers
Land Development Consultants
January 6, 2004
Mr. John Domey
NCDENR
1621 Mail Services Center
Raleigh, NC 27699
Re: Residential Lots - Crystal Springs
Roxboro, NC - Person County
401 Watcr Quality Certification Request
NWP 14 (GC3404)
DWQ # 03-1576
Dear Mr. Dorney,
10030
Our office has received your letter dated Decembe..-r 19, 2003 in regard to the referenced
project. The information requested is currently under development and will be forwarded to your
office within the next couple weeks. Please maintain the project's "hold" status while we are
compiling and gathering the requested information.
Please call me if you have any questions concerning this request.
Regards,
Keith P. Gettle
Engineering Manager
cc: Steve Kelly (w/a)
3708 Lyckan Parkway ¦ Suite 201 ¦ Duih?nl, N C ?7707
919-490-1645 Plx)ne ¦ 919-403-0336Fax ¦ civilencarra acs' c y,
F'
JAN-9-2004 FRI 11:32 TEL:[phone] NAME:DWO-WETLANDS . E
Jan 09 04 12:04p Civil Consultants, Inc. 919-403-0336 p•1 11 CIVIL CONSULTANTS wC.
Civil Engineers
Land Development Consultants
FAX TRANSMITTAL
TO: Mike Moran
COMPANY:
FAX NUMBER: 733-6893
FROM: Keith Gettle
DATE: 1-9-03
RE: C staff S rin s
PROJECT NO: 10030
NO. OF PAGES: 2 (including cover sheet)
3708 t-yckan Parkway . Suite 201 ¦ D lhanr, N.C 27707
919-490 1 e49 Phoxre . 919-403-0336 Fax r,?ilergr(!?+,I cor
JAN-9-2004 FRI 11:32 TEL:[phone] NAME:DWQ-WETLANDS F. 1
wAr
? r
O '<
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 19, 2003
DWQ # 03-1576
Person County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Steve Kelly
S. L. Kelly Construction
1127 North Main Street
Roxboro, NC 27573
Subject Property: Crystal Springs Subdivision
Dear Mr. Kelly:
On December 15, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of constructing a road crossing in Person County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and
refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100
feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site
plan.
2. Please indicate all buffer impacts on the site plan.
3. Please indicate the location of the protected buffers as overlays on the site plan.
4. Please indicate the diffuse flow provision measures on the site plan.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Sincerely,
JRD/bs
VLF/ U '
1 R. Dorney
Water Quali 4Cert'
ication Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Keith Gettle, Civil Consultants, 3708 Lyckan Parkway, Suite 201, Durham, NC 27707
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr,state.ne.us/ncwetlands)
Customer Service #: 1-877-623-6748
R -11
A
CIVIL CONSULTANTS tN(,.
Civil Engincers
Lund D(welopment Consultants'
WETLANDS / 401 ?anhi?
L
December 12. 2003',
ATER
Mr, John Dorney __._._-.-- QUAL1 f Y ??t, J dCJs''
NCDENR CK. NG._--- ---
1621 Mail Services Center DATE
Raleigh, NC 27699
Re: Residential Lots -Crystal Springs ?-
Roxboro, NC
401 Water Quality Certification Request
NWP 14 (GC3404)
Dear Mr. Dorncy:
Please find enclosed the application material for an Authorization Certificate for a public
street crossing of Topley Creek in Person County. The applicant for this Certificate is Steve
Kelly, S.L. Kelly Construction, 1127 North Main Street, Roxboro, NC, 27573. The proposed
crossing will provide access to four residential lots in an existing subdivision located near
Roxboro, NC. The impact of the creek crossing will be less than 40 linear feet. Access to these
four lots relics on the ability to cross the creek with this driveway extension, thus no practical
alternative to crossing Topley Creek exists.
Please call me if you have any questions concerning this request.
,.?
Res-yards,
Keith P. Gettle
Engineering Managcr
Attachments (7 sets)
Pre-Construction Form (PCN)
Site Location Map (USGS)
Site Plan
Person C:ounty_ - Public Access G1S Map
Cross-section at Driveway Crossing
"No Practical Letter" (6 copies)
Driveway Culvert Calculations
$200 check for 401 WQC Processing fee
Cc: Steve Kelly (w/a)
Todd Tugwell - USACE

Office Use Only:
USACE Action ID No.
.,
DVS ,Not
Form Version February 2002
If any particular item is not applicable to this project, please enter "Not App" Y' or "N/A"'rather than
leaving the space blank. X003
1. Processing WATERQ?AC1TySEC r/ON
Check all of the approval(s) requested for this project
® Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification CK. NO. ® Riparian or Watershed Buffer Rules DATE
2. Nationwide, Regional or General Permit Number(s) Requested: NV/ -1 `+ C& C-
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Steve Kelly - S L Kelly Construction
Mailing Address: 1127 North Main Street
Roxboro. NC 27573
Telephone Number: 336-322-0877 Fax Number: 336-322-0878
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Keith Gettle
Company Affiliation: Civil Consultants Inc.
Mailing Address: 3708 Lyckan Parkway Suite 201
Durham, NC 27707
Telephone Number: 919-490-1645 Fax Number: 919-403-0336
E-mail Address: [e-mail]
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: 4-lot driveway crossing (Crystal Springs)
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Person Nearest Town: Roxboro
Subdivision name (include phase/lot number): Crystal Springs
Directions to site (include road numbers, landmarks, etc.): South of Roxboro, NC near
intersection of SR 1703 and SR 1708 Then south on Kermit Duncan road to Crustal Springs
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Field / Wooded sites
7. Property size (acres): 4 lots consisting of - 4.98 acres 3.88 acres 5.18 acres 4.28 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Top_ley Creek - tributary of Flat
River
9. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 12
10. Describe the purpose of the proposed work: Driveway crossing
11. List the type of equipment to be used to construct the project: Commercial grading -
12. Describe the land use in the vicinity of this project: Residential development
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a brief written description of the proposed impacts: Stream crossing for driveway
Impact to be 40 (or less) linear feet
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FF,MA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of all existing wetlands on the property: 0
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(pleasespecify)
I Culverts / rip rap 40 Topley Creek

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topoozone.com,
www.mapgucst.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site:
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Access to the lots from Crystal Springs road requires access over creek. No other access is
available.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
? wetlands
installation of
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):.
Amount of buffer mitigation requested (square feet):
Page 10 of 12
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* "Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
to o,3
AppIica en s Signature Date
(Agent's signature is val my if an authorization letter from the applicant is provided.)
Page 12 of 12

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Culvert Design Report
4 lot Drive ?' § r
CK..Ji. `. _. „
Peak Discharge Method: User-Specified DATE '
Design Discharge 460.00 cis Check Discharge 0.00 cfs
Grades Model: Inverts
Invert Upstream 0.40 ft Invert Downstream 0,00 ft
Length 40.00 It Slope 0.010000 Nit
Drop 0.40 ft In.
.Q •Ua/Qpt GRDUP
Headwater Model: Allowable HW/Height '40YS
Headwater Depth/ Height 1.50 Ff'??QN
Tailwater Conditions: Constant Tailwater
Tailwater Elevation WA ft
Name Desc Discharge HW Elev Velocity
Trial-1 2-72 inch Circular 460.00 cfs 9.00 ft 15.29 ft/s
Trial-2 3-60 inch Circular 460.00 cfs 7.60 ft 13.80 fUs
x Trial-3 4-54 inch Circular 460.00 cfs 5.88 ft 9.65 ft/s O Y Q . S't O '(>; m
Trial-4
T
i 3-73-x 55 inch c
r
al-5 3-6 x 4 It Box 460.00 cfs 6.25 It 12.87 ft/s
Trial-6 3-53x83 inch Horiz Ellipse 460.00 cfs 6.76 It 13.50 ft/s
Trial-7 2-74 x 68 Inch Arch 460.00 cfs 7.78 ft 11.01 ftls
sit
lk o Not
prelhAnalI
Project Title: Crystal Springs Project Engineer: Tony Whitaker-
c:\haestadbvmbrys-r1 cvm Civil Consultants, Inc. CulvertMaster v1.0
09/30103 03:49:44 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 8
Culvert Design Report
4 lot Drive
Design:Tdal-1
Solve For: Headwater Elevation
Culvert Summary
Allowable HW Elevation 9.40 It Storm Event Design
Computed Headwater Elevation 9.00 It Discharge 460,00 cis
Headwater Depth/ Height 1.43 Tailwater Elevation WA It
Inlet Control HW Elev 7.06 ft Control Type Outlet Control
Outlet Control HW Elev 9.00 It

Grades
Upstream Invert 0.40 It Downstream Invert 0.00 ft
Length 40.00 It Constructed Slope 0.010000 ft/ft

Hydraulic Profile
Profile S2 Depth, Downstream 3.15 It
Slope Type Steep Normal Depth 3.15 It
Flow Regime Supercritical Critical Depth 4.15 ft
Velocity Downstream 15.29 ft/s Critical Slope 0.004334 ft/ft

Section
Section Shape Circular Mannings Coefficient 0.013
Section Material Concrete Span 6.00 It
Section Size 72 inch Rise 6.00 It
Number Sections 2

Outlet Control Properties
Outlet Control HW Elev 9.00 It Upstream Velocity Head 3.63 ft
Ke 0.50 Entrance Loss 1,82 It

Inlet Control Properties
Inlet Control HW Elev 7.06 It Flow Control Unsubmerged
Inlet Type Square edge w/headwall Area Full 56.5 ft'
K 0.00980 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 1
C 0.03980 Equation Form 1
Y 0.67000
Project This: Crystal Springs Project Engineer: Tony Whitaker-
c:\haestadlcwmbrys-r1 cvm Civil Consultants, Inc. CuNertMaster v1.0
09/30/03 03:49:44 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 2 of 8
Culvert Design Report
4 lot Drive
Design:Trial-2
Solve For: Headwater Elevation
Culvert Summary
Allowable HW Elevation
Computed Headwater Elevation
Headwater Depth/ Height
Inlet Control HW Elev
Outlet Control HW Elev 7.90 It
7.60 ft
1.44
6.17 It
7.60 It Storm Event
Discharge
Tailwater Elevation
Control Type Design
460.00 cfs
WA ft
Outlet Control

Grades
Upstream Invert
Length 0.40 It
40.00 It Downstream Invert
Constructed Slope 0.00 ft
0.010000 ft/ft

Hydraulic Profile
Profile
Slope Type
Flow Regime
Velocity Downstream S2
Steep
Supercritical
13.80 ft/s Depth, Downstream
Normal Depth
Critical Depth
Critical Slope 2.76 ft
2.76 ft
3.55 ft
0.004765 ft/ft

Section
Section Shape
Section Material
Section Size
Number Sections Circular
Concrete
60 inch
3 Mannings Coefficient
Span
Rise 0.013
5.00 It
5.00 ft

Outlet Control Properties
Outlet Control HW Elev
Ke 7.60 ft
0.50 Upstream Velocity Head
Entrance Loss 2.96 ft
1.48 It

Inlet Control Properties
Inlet Control HW Elev 6.17 It Flow Control Unsubmerged
Inlet Type Square edge w/headwall Area Full 58.9 ft'
K 0.00980 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 1
C 0.03980 Equation Form 1
Y 0.67000
Project Title: Crystal Springs Project Engineer: Tony Whitaker-
c:lhaestad\cvWcrys-r1 cvm Civll Consultants, Inc. CulvertMaster v1.0
09/30/03 03:49:44 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 3 of 8
Culvert Design Report
4 lot Drive
Design:Trial-3
Solve For: Headwater Elevation
Culvert Summary
Allowable HW Elevation 7.15 ft Storm Event Design
Computed Headwater Elevation 5.88 ft Discharge 400.00 cis
Headwater Depth/ Height 1.22 Tailwater Elevation N/A It
Inlet Control HW Elev 5.52 It Control Type Outlet Control
Outlet Control HW Elev 5.88 ft

Grades
Upstream Invert 0.40 It Downstream Invert 0.00 ft
Length 40.00 It Constructed Slope 0.010000 1tAt

Hydraulic Profile
Profile M2 Depth, Downstream 3.16 ft
Slope Type Mild Normal Depth WA ft
Flow Regime Subcritical Critical Depth 3.16 It
Velocity Downstream 9.65 ft/s Critical Slope 0.016540 ft/ft

Section
Section Shape Circular Mannings Coefficient 0.024
Section Material CMP Span 4.50 ft
Section Size 54 inch Rise 4.50 It
Number Sections 4

Outlet Control Properties
Outlet Control HW Elev 5.88 It Upstream Velocity Head 1.07 It
Ke 0.70 Entrance Loss 0.75 ft

Inlet Control Properties
Inlet Control HW Elev 5.52 It Flow Control Unsubmerged
Inlet Type Mitered to slope Area Full 63.6 ft'
K 0.02100 HDS 5 Chart 2
M 1.33000 HDS 5 Scale 2
C 0.04630 Equation Form 1
Y 0.75000
Project Title: Crystal Springs Project Engineer: Tony Whitaker-
c:\haestad\cvmbrys-r1 cvm Civil Consultants, inc. CulvertMaster v1.0
09130/03 03:49:44 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 4 of 8
Culvert Design Report
4 lot Drive
Design:Trial-4
Solve For: Headwater Elevation
Culvert Summary
Allowable HW Elevation 7.28 ft Storm Event Design
Computed Headwater Elevation 5.92 ft Discharge 460.00 cis
Headwater Depth/ Height 1.20 Tailwater Elevation WA ft
Inlet Control FW Elev 5.71 ft Control Type Outlet Control
Outlet Control HW Elev 5.92 ft

Grades
Upstream Invert 0.40 ft Downstream Invert 0.00 ft
Length 40.00 ft Constructed Slope 0.010000 ft/ft

Hydraulic Profile
Profile M2 Depth, Downstream 2.96 ft
Slope Type Mild Normal Depth WA ft
Flow Regime Subcritical Critical Depth 2.96 ft
Velocity Downstream 9.70 ft/s Critical Slope 0.019028 ft/ft

Section
Section Shape Arch Mannings Coefficient 0.028
and Aldhkirian Lbter6dless CR 3x1 Corrugations Historic Span 6.08 ft
Section Size 73 x 55 inch Rise 4.58 ft
Number Sections 3

Outlet Control Properties
Outlet Control HW Elev 5.92 ft Upstream Velocity Head 1.02 ft
Ke 0.90 Entrance Loss 0.92 ft

Inlet Control Properties
Inlet Control HW Elev 5.71 It Flow Control Unsubmerged
Inlet Type 18" CR, projecting Area Full 66.2 ft2
K 0.03400 HDS 5 Chart '34
M 1.50000 HDS 5 Scale 3
C 0.04960 Equation Form 1
Y 0.57000
Project Title: Crystal Springs Project Engineer: Tony Mitaker-
c:lhaestad\cvm\crys-r1 cvm Civil Consultants, Inc. CuivertMester v1.0
09130/03 03:49:44 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 5 of 8
Culvert Design Report
4 lot Drive
Design:Trial-5
Solve For: Headwater Elevation
Culvert Summary
Allowable HW Elevation 6.40 ft Storm Event Design
Computed Headwater Elevation 6.25 ft Discharge 460.00 cis
Headwater Depth/ Height 1.46 Tailwater Elevation WA ft
Inlet Control HW Elev 5.05 ft Control Type Outlet Control
Outlet Control HW Elev 6.25 ft

Grades
Upstream Invert 0.40 ft Downstream Invert 0.00 ft
Length 40.00 ft Constructed Slope 0.010000 ft/ft

Hydraulic Profile
Profile S2 Depth, Downstream 1.99 ft
Slope Type Steep Normal Depth 1.99 ft
Flow Regime Supercritical Critical Depth 2.73 ft
Velocity Downstream 12.87 ft/s Critical Slope 0.004175 Wit

Section
Section Shape Box Mannings Coefficient 0.013
Section Material Concrete Span 6.00 ft
Section Size 6 x 4 ft Rise 4.00 ft
Number Sections 3

Outlet Control Properties
Outlet Control HW Elev 6.25 ft Upstream Velocity Head 2.57 ft
Ke 0.50 Entrance Loss 1.29 it

Inlet Control Properties
Inlet Control HW Elev 5.05 ft Flow Control Unsubmerged
Inlet Type 90 and 15 ° wingwall flares Area Full 72.0 ft2
K 0.06100 HDS 5 Chart 8
M 0.75000 HDS 5 Scale 2
C 0.04000 Equation Form 1
Y 0.80000
Project Title: Crystal Springs Project Engineer: Tony Whitaker-
c:%haestad\cvm"s-r1 cvm Civil Consultants, Inc. CulvertMaster v1.0
09/30/03 03:49:44 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 6 of 8
Culvert Design Report
4 lot Drive
Design:Trial-6
Solve For: Headwater Elevation
Culvert Summary
Allowable HW Elevation 7.03 ft Storm Event Design
Computed Headwater Elevation 6.76 ft Discharge 460.00 cfs
Headwater Depth/ Height 1.44 Tailwater Elevation WA ft
Inlet Control HW Elev 4.85 ft Control Type Outlet Control
Outlet Control HW Elev 6.76 ft

Grades
Upstream Invert 0.40 ft Downstream Invert 0.00 ft
Length 40.00 ft Constructed Slope 0.010000 WIt

Hydraulic Profile
Profile S2 Depth, Downstream 2.12 ft
Slope Type Steep Normal Depth 2.12 ft
Flow Regime Supercritical Critical Depth 2.81 ft
Velocity Downstream 13.50 ft/s Critical Slope 0.003152 Wit

Section
Section Shape Horizontal Ellipse Mannings Coefficient 0.013
Section Material Concrete Span 6.92 ft
Section Size 53x83 inch Rise 4.42 ft
Number Sections 3

Outlet Control Properties
Outlet Control HW Elev 6.76 ft Upstream Velocity Head 2.83 ft
Ke 0.50 Entrance Loss 1.42 ft

Inlet Control Properties
Inlet Control HW Elev 4.85 ft Flow Control Unsubmerged
Inlet Type Square edge with headwall Area Full 74.4 ft2
K 0.01000 HDS 5 Chart 29
M 2.00000 HDS 5 Scale 1
C 0.03980 Equation Form 1
Y 0.67000
Project Title: Crystal Springs Project Engineer: Tony Whitaker-
c:\haestadlcwmbrys-r1 cvm Civil Consultants, Inc. CulvertMaster v1.0
09/30/03 03:49:44 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 7 of 8
Culvert Design Report
4 lot Drive
Design:Tdal-7
Solve For: Headwater Elevation
Culvert Summary
Allowable HW Elevation 8.90 ft Storm Event Design
Computed Headwater Elevation 7.78 ft Discharge 460.00 cfs
Headwater Depth/ Height 1.30 Tailwater Elevation N/A ft
Inlet Control HW Elev 7.45 ft Control Type Outlet Control
Outlet Control HW Elev 7.78 ft

Grades
Upstream Invert 0.40 ft Downstream Invert 0.00 ft
Length 40.00 ft Constructed Slope 0.010000 Rift

Hydraulic Profile
Profile M2 Depth, Downstream 3,94 ft
Slope Type Mild Normal Depth WA ft
Flow Regime Subcritical Critical Depth 3.94 ft
Velocity Downstream 11.01 ft Critical Slope 0.033015 ftM

Section
Section Shape Arch Mannings Coefficient 0.036
SectionONatdriahi structural plate 32 in CR Historic Span 6.17 ft
Section Size 74 x 68 inch Rise 5.67 It
Number Sections 2

Outlet Control Properties
Outlet Control HW Elev 7.78 ft Upstream Velocity Head 1.16 ft
Ke 0.90 Entrance Loss 1,04 ft

Inlet Control Properties
Inlet Control HW Elev
Inlet Type 7.45 ft
Thin wall projecting Flow Control
Area Full Unsubmerged
55.5 11:2
K 0.03400 HDS 5 Chart 40
M 1.50000 HDS 5 Scale 3
C 0.04960 Equation Form 1
Y 0.57000
Project Title: Crystal Springs Project Engineer: Tony Whitaker-
c:\haestadbvmbrys-r1 cvm Civil Consultants, Inc. CulvertMaster v1.0
09/30/03 03:49:44 PM 0 Hassled Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 8 of 8

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DWQ# r)3 '-' I5-1 `0 Date 3 " 12 - Who Reviewed: M•VC 14 Plan Detail Incomplete
%
? Please provide a location map for the project. +
.mp t ,
Please show a°ll stream impacts ineld'diirg aft till sloped diskip?eis, barfh,gtabiization ok t?te?5ite?1?.
s .]J tu?S.r? ? ?, . ,
? Please show•ali"landW*P*tsiu6dittg..blKopev?o"the Sile? plaa??1?-
Please indicate alb buffer impacts qn the site plan.
El. ''. !•{1r..,1 , ? '). .' j.' t• t .. J?l??. rJ C? a ?' ? 'r e'.?i i.. 1 •7 '.. `?' i • '..
Pleas iq tca ,Oqse(j• 0 1 t as ov 1 s a th t an. , ' ,
? Please indicate the location of the protected buffers as overlays oj,tbps T. f+ ;? ????,.? •;`?+ k, f??, ,? ?Y
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. `
X Please provide cross section details showing the provisions for aquatic life passage.
,.
? Please locate any planned sewer lines on the site plan. j v ,r.; f rn ?, rH ?cyy ;
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail Utu to?lnwatomaaK&Wl aoa!practiCesias fequiraby GQ Ta y? ?.y r? -_.f
? Please speci4lfie I eWc nt o!'bpgof eci ifnNf4ll6A4saret;.bLied or?ttw estimated built-outt conditions
? Pfd" tl'rttl tAl"a}1 st&rtJater A tfallskrtlA9j *fplan*A ? . 10 ?: ? a?w.u c .? rr. / 1"r x'1 •' t..:? 9 ? ? c;
.. .
[Y6•P1ease'ipdtifttex1'1e dfffte flovJ"S1bn ctie3SAi'eo 1? th.? an,
r
? Please indicate whether or not the proposed impaW aipmoy%baqu ceMtctg4.: t,
' vd1i?! ?? ? c• tti ? rte, f.
y
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
( ? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
( 1* Please indicate which 404 Permit the USACE would use to authorize this project.
4Im
J &-e r
0 y dt
DWQ# 0 15'?v Date / Who Reviewed:
Plan Detail Incomplete
t] Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including ffi1 slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
Please indicate the location of the protected buffers as overlays on the site plan l4
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the:site plan.
Please provide cross section details showing the provisions for aquatic life passage.
plan.
? Please locate any planned sewer lines on the site
? Please provide the location of any proposed stormwater management practices as required by GC
('U ?S.
? Please provide detail for the stormwater•management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan. - -21_}pX
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the - labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow.will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove'nutrients before the stormwater can be discharged through the buffer..
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project. rYlP
rt ?? ° 1
e rqv ? rem-,(
DWQ# 03- I5-7
Plan Detail Incomplete
)/ 0 aa
Date '- / IA -u3 _ Who Reviewed:. n A A r Sl A
? Please provide a location map for the project.
` _ -Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
lease indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
Qff-Tlease indicate the location of the protected buffers as overlays on the site plan.
Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
011, Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
SOUTHERN SHORES ENTERPRISES
NCDF NR/DWQ 12/10/2003
225 Crystal Springs Ph 10
ETLANIDS 14Q1 CROUP
, 7003
DP-? I
WATER ?UAI'1?`( SECTION
2551
200.00
102 First Union Checking Crystal Springs Phase 10 "-""° - 200.00
40 a
I Complete items 1, 2, and 3..Also complete
Item 4 if Restricted Delivery is desired.
I Print your name and address on the reverse
so that we can return the card to you.
I Attach this card to the back of the mailpiece,
or on the front If space permits.
, Article Addressed to:
S. L. Kelly Construction
1127 North Main Street
Roxboro, NC 27573
DWQ# 03-1576 - Person
0 Agent
B. Received by (Printed Name) 4C?77 C
'0. Is delivery address different from Item 1? 0 Yes
If YES, enter delivery address below: ? No
3.r 5ervioe Type
OI(Certlfied Mail 0 Express Mail
0 Reglstered ? Return Receipt for Merchandlei
0 Insured Mail C.C.D.
4. Restricted Delivery? (Extre Fee) 13 Yes
Article Number 7002 2 410 0003 0275 4124
(ransfer from servke &W
s Form 3811, August 2001 Domestic Return Receipt 102595-02-WI64
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid.
USPS
Permit No. G-10
4 ? FtfIIIIIt111??ti??ti!l?Iilll?l?!lIt11??ltli?ltt?i?l??!!!!!!1!?

* Complete Items 1, 2, and 3. Also complete
Item 4 If Restricted Delivery is desired.
in 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 mailplece,
or on the front if space permits.
1. Article Addressed to:
S. L. Kelly Construction
1127 North Main Street
Roxboro, NC 27573
DWQ# 03-1576 - Person
a
13 Agent
X ' ? Addre
B. Recelved by (Printed tYan e) q. PvqP-tPW'I
D. Is delivery address dI fe ent from kern 1? ? Yes
If YES, enter delivery address below: ? No
3. Service lype
IXCertlfied Mail ? Express Mail
Registered ,P1 Return Rec elpt for MercharRAisr
? insured mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yee
2. Article Number
P: 102595fi24A-154
UNITED STATES POSTAL SERVICE First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
CL C)
d

o
a=
?;J
N
.A
NC DENR Division of Water Quality
*"? r
9 Wetlands/401 Certification Unit
Q s 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

0 116