20021097 Ver 1_COMPLETE FILE_20020710

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December 4, 2002
Nash County
DWQ Project #: 02-1097
REVISED APPROVAL of 401 Water Quality Certification
with ADDITIONAL CONDITIONS
David B. Hulsey
3669 Flat Rock Drive
Battleboro, NC 27809
Dear Mr. Hulsey:
This approval replaces the approval issued on November 20, 2002. Please note the additional
requirements listed in number 3 of this certification, in accordance with the attached conditions, to
impact 0.15 acres of stream[buffers for the purpose of residential fill as you described in your
application dated July 8, 2002 and your additional information received on October 18, 2002. After
reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3375, which may be viewed on our website at
http://h2o.enr.state.nc.us/ncwet]ands. This certification allows you to use General Permit Number 14
when the Corps of Engineers issues it. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This revised
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your revised
application except as modified below. 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 wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may
be required as described in 15A NCAC 2H.0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
2. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds to notify the state in order
to assure compliance for future wetland and/or water impact. These mechanisms shall be put
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality

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)
in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
3. An additional condition is that except for the stormwater treated by grass swales as shown in
the revised plans dated October 16, 2002, all stormwater shall be directed as diffuse flow at
non-erosive velocities through the protected stream buffers and will not re-concentrate before
discharging into the stream. The grass swales must be constructed and maintained as per the
above plans. Any change to the plans or swales must be approved in writing by this office.
If you do not accept any of the conditions of this certification, 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell
at our Raleigh Regional Office at 919-471-5700.
Sincerely,
JRD/bs
Attachments
E., Di ctor
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Mark Russell, Mack Gay Associates, 1667 Woodruff Road, Rocky Mount, NC 27804

GRASS-LINED SWALE CALCULATIONS
FOR
CEDAR RIDGE SUBDIVISION
Section 4
S . R. 1433 - Exu m Road
Nashville Township, Nash County
North Carolina
September 24, 2002
Prepared by:
Mark A. Russell, PE
Mack Gay Associate
1667 Woodruff Road
Zocky Mount, NC 27802
52-446-3017
32-446-7715 fax
[e-mail]
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Swale No. 4 - 2 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale No. 4 - 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.005000 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft
Discharge 2.29 cfs
Results
Depth 0.54 ft
Flow Area 1.40 ft2
Wetted Perimeter 4.39 ft
Top Width 4.22 ft
Critical Depth 0.38 ft
Critical Slope 0.021936 ft/ft
Velocity 1.63 ft/s
Velocity Head 0.04 ft
Specific Energy 0.58 ft
Froude Number 0.50
Flow is subcritical.

10/16/02
01:01:42 PM
/ ? (^,/HE +E . OA 7`b .'C?Fs?I/?=!` SGviF T 0 0. S %
FlowMaster v5.15
Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
i

Swale No. 4 - 10 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale No. 4 - 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Discharge
Input Data
Mannings Coefficient 0.030
Channel Slope 0.005000 ft/ft
Depth 1.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft

Results
Discharge 9.36 cfs
Flow Area 4.00 ft2
Wetted Perimeter 7.32 ft
Top Width 7.00 ft
Critical Depth 0.76 ft
Critical Slope 0.018183 ft/ft
Velocity 2.34 ft/s
Velocity Head 0.09 ft
Specific Energy 1.09 ft
Froude Number 0.55
Flow is subcritical.
10/16/02 FlowMaster v5.15
01:02:05 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Develop ment - 2 year storm
DATE 10/16/2002
SHEET 2 year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Offsite Offsite
TO LOWER

5 inflow to swale no. 4 1.03 residential 0.3 0.31 5.5 1.70 1.70
inflow to swale no. 4 0.12 road 0.9 0.11 5.5 0.59 0.59

Total flow to swale no. 1 1.15 0.363 0.42 2.29 2.29

Total acres 1.15

Total onsite runoff 2.29

Total offsite runoff 0

Total runoff 2.29
.
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Develop ment
DATE 10/16/2002
SHEET 10 - year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 4 1.03 residential 0.3 0.31 7.5 2.32 2.32
inflow to swale no. 4 0.12 road 0.9 0.11 7.5 0.81 0.81

Total flow to swale no. 1 1.15 0.363 0.42 3.13 3.13

Total acres 1.15

Total onsite runoff 3.13

Total offsite runoff 0

Total runoff 3.13
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Swale No. 5 - 2 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale No. 5 - 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.010800 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft
Discharge 0.48 cfs
Results
Depth 0.21 ft
Flow Area 0.34 ft2
Wetted Perimeter 2.31 ft
Top Width 2.25 ft
Critical Depth 0.16 ft
Critical Slope 0.027354 ft/ft
Velocity 1.42 ft/s
Velocity Head 0.03 ft
Specific Energy 0.24 ft
Froude Number 0.65
Flow is subcritical.
10116/02 FlowMaster v5.15
02:21:11 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
El
Swale No. 5 - 10 yr storm
Worksheet for Trapezoidal Channel

Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale No. 5 - 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Discharge
Input Data
Mannings Coefficient 0.030
Channel Slope 0.010800 ft/ft
Depth 1.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft

Results
Discharge 13.76 cfs
Flow Area 4.00 ft2
Wetted Perimeter 7.32 ft
Top Width 7.00 ft
Critical Depth 0.90 ft
Critical Slope 0.017283 ft/ft
Velocity 3.44 ft/s
Velocity Head 0.18 ft
Specific Energy 1.18 ft
Froude Number 0.80
Flow is subcritical.
10/16/02 FlowMaster v5.15
02:21:30 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Develop ment - 2 year storm
DATE 09/20/2002
SHEET 2 year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 5 0.11 road ditch 0.3 0.03 5.5 0.18 0.18
inflow to swale no. 5 0.06 road 0.9 0.05 5.5 0.30 0.30

Total flow to swale no. 1 0.17 0.512 0.09 0.48 0.48

Total acres 0.17

Total onsite runoff 0.48

Total offsite runoff 0

Total runoff 0.48 1 1
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Develop ment - 2 year storm
DATE 09/20/2002
SHEET 10 year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Ofssite
TO LOWER

5 inflow to swale no. 5 0.11 road ditch 0.3 0.03 7.5 0.25 0.25
inflow to swale no. 5 0.06 road 0.9 0.05 7.5 0.41 0.41

Total flow to swale no. 1 0.17 0.512 0.09 0.65 0.65

Total acres 0.17

Total onsite runoff 0.65

Total offsite runoff 0

Total runoff 0.65
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Swale No. 13 - 2 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale 13 with 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.013000 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft
Discharge 1.23 cfs
Results
Depth 0.32 ft
Flow Area 0.62 ft2
Wetted Perimeter 3.01 ft
Top Width 2.91 ft
Critical Depth 0.27 ft
Critical Slope 0.023892 ft/ft
Velocity 1.97 ft/s
Velocity Head 0.06 ft
Specific Energy 0.38 ft
Froude Number 0.75
Flow is subcritical.
10/16/02 FlowMaster v5.15
11:13:22 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
Swale No. 13 - 10 yr storm
Worksheet for Trapezoidal Channel

Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale 13 with 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Discharge
Input Data
Mannings Coefficient 0.030
Channel Slope 0.013000 ft/ft
Depth 1.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft

Results
Discharge 15.09 cfs
Flow Area 4.00 ft2
Wetted Perimeter 7.32 ft
Top Width 7.00 ft
Critical Depth 0.94 ft
Critical Slope 0.017073 ft/ft
Velocity 3.77 ft/s
Velocity Head 0.22 ft
Specific Energy 1.22 ft
Froude Number 0.88
Flow is subcritical.
10/16/02 FlowMaster v5.15
11:43:46 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Developm ent - 2 year storm
DATE 10/16/2002
SHEET 2 - year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 13 0.66 residential 0.3 0.2 5.5 1.09 1.09
inflow to swale no. 13 0.03 road 0.9 0.03 5.5 0.15 0.15

Total flow to swale no. 1 0.69 0.326 0.23 1.24 1.24

Total acres 0.69

Total onsite runoff 1.24

Total offsite runoff 0
1.24
Total runoff
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Developm ent
DATE 10/16/2002
SHEET 10 - year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 13 0.66 residential 0.3 0.2 7.5 1.49 1.49
inflow to swale no. 13 0.03 road 0.9 0.03 7.5 0.20 0.20

Total flow to swale no. 1 0.69 0.326 0.23 1.69 1.69

Total acres 0.69

Total onsite runoff 1.69

Total offsite runoff 0
1.69
Total runoff
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Swale No. 14 - 2 yr storm
Worksheet for Triangular Channel
Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale No. 14
Flow Element Triangular Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.013000 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Discharge 0.25 cfs
Results
Depth 0.25 ft
Flow Area 0.18 ft2
Wetted Perimeter 1.57 ft
Top Width 1.49 ft
Critical Depth 0.21 ft
Critical Slope 0.0297 12 ft/ft
Velocity 1.36 ft/s
Velocity Head 0.03 ft
Specific Energy 0.28 ft
Froude Number 0.68
Flow is subcritical.
10/16/02 FlowMaster v5.15
11:35:34 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
Swale No. 14 - 10 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\cedar d.fm2
Worksheet Swale No. 14 - 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Discharge
Input Data
Mannings Coefficient 0.030
Channel Slope 0.013000 ft/ft
Depth 1.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft

Results
Discharge 15.09 cfs
Flow Area 4.00 ft2
Wetted Perimeter 7.32 ft
Top Width 7.00 ft
Critical Depth 0.94 ft
Critical Slope 0.017073 ft/ft
Velocity 3.77 ft/s
Velocity Head 0.22 ft
Specific Energy 1.22 ft
Froude Number 0.88
Flow is subcritical.

10/16/02 FlowMaster v5.15
12:02:48 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Developm ent
DATE 10/16/2002
SHEET 2 - year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 14 0.06 roadside ditch 0.25 0.02 5.5 0.08 0.08
inflow to swale no. 14 0.03 road 0.9 0.03 5.5 0.15 0.15

Total flow to swale no. 1 0.09 0.467 0.04 0.23 0.23

Total acres 0.09

Total onsite runoff 0.23

Total offsite runoff 0
0.23
4
-
Total runoff
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Developm ent
DATE 10/16/2002
SHEET 10 - year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 14 0.06 roadside ditch 0.25 0.02 7.5 0.11 0.11
inflow to swale no. 14 0.03 road 0.9 0.03 7.5 0.20 0.20

Total flow to swale no. 1 0.09 0.467 0.04 0.32 0.32

Total acres 0.09

Total onsite runoff 0.32

Total offsite runoff 0
0.32
Total runoff
OF W ATF9 Michael F. Easley, Governor
`OQG William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
> Alan Klimek, P.E., Director
p Y Division of Water Quality
July 12, 2002
DWQ # 02-1097
Nash County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
David B. Hulsey
3669 Flat Rock Drive
Battleboro, NC 27809
Dear Mr. Hulsey:
On July 10, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetlands for the purpose of a road crossing in Nash County.
Approval from DWQ is required to disturb these stream and Tar-Pamlico Buffers. Please provide 7
copies of the following information and refer to the DWQ # listed above in your reply. In particular as
described in 15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property.
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. Based on your plans provided within your application, this office calculates your total
impacts to be greater than 61 feet of stream and 6,700 ft' of buffers. Please provide the
footprint of any clearing required to construct the proposed crossing. This crossing appears
to impact approximately 100 feet of stream and 10, 000 ft2 of buffers.
Please telephone me at 919-733-1786 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
AC 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 within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
U 0, .
Dorney
r Quality Ce 'ficat' n Progran
Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Mark A. Russell, Mack Gay Associates, P.A., 1667 Woodruff Road, Rocky Mount, T
North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ph: [phone], Fax: [phone], http://h2o.enr.state.nc.us/ncwetlands/
o?0? w A r?9Q?
co r
-1
O -<
November 20, 2002
Nash County
DWQ Project #: 02-1097
APPROVAL of 401 Water Quality Certification with ADDITIONAL CONDITIONS
David B. Hulsey
3669 Flat Rock Drive
Battleboro, NC 27809
Dear Mr. Hulsey:
You have our approval, in accordance with the attached conditions, to impact 0.15 acres of
stream/buffers for the purpose of residential fill as you described in your application dated July 8, 2002
and your additional information received on October 18, 2002. After reviewing your application, we
have decided that this fill is covered by General Water Quality Certification Number 3375, which may
be viewed on our website at http://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use
General Permit Number 14 when the Corps of Engineers issues it. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA 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
except as modified below. 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
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
1. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
2. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds to notify the state in order
to assure compliance for future wetland and/or water impact. These mechanisms shall be put
in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
2
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
3. An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and w'll of re-concentratq before discharging
into the stream.
E?
Aw? t.???l?b j rG:? ??f i$k.. ? °'+"??.:f?' tb'4.? :dd ,r k: '??'d/CN' }` f `^: +1?4?. O???i•' t,,?
If you do not accept any of the conditions off this certification, you may ask for an adjudicatdry ,
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send _Z_
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the -^
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean c-`a
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell
at our Raleigh Regional Office at 919-471-5700. ,
JRD/bs
Attachments
Sincerely,
f.Klimek'= .E., I) )or
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
gy'
Central Files
Mark Russell, Mack Gay Associates, 1667 Woodruff Road, Rocky Mount, NC 27804
AA G MACK GAY ASSOCIATES, P.A.
Consulting Engineers & Surveyors
October 16, 2002
AIM"
Mr. John Dorney
Water Quality Certification Program -
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: DWQ Project No. 02-1097
Mr. Dorney:
.
5
rq"??o
?
Attached is a new application for the above DWQ Project No. 02-1097. This
project needs to be revised based on final design criteria. The initial approval for
this project had conditions for 61 feet of stream impact. Upon final design, the
project needs 121 feet of total stream impact. The additional area of stream
impact is needed because we are not able to adequately design around the
required diffuse flow and non-erosive velocities through the protected stream
buffer.
The required design criteria could not be met because the present stream buffer
is an 8-foot deep farm ditch at the designed crossing. The present use of the
land is for farming. This area is being farmed to within 10 feet of this buffer.
There are no trees or undisturbed area near this buffer. We are proposing to
have the stormwater travel through grass-lined swales into the buffer, and then
into a median type inlet. The grass-lined swales have been designed to meet the
parameters required by NCDENR Stormwater Best Management Practices,
dated April 1999. These swales should be capable of removing sediment and
nutrients before the stormwater enters the farm ditch. Please review the
attached calculations. The increased impact is also due to the increase in road
elevation in order to achieve the minimum velocities in the grass-lined swales.
This in turn increased the total length of the pipe required. Please also note the
offsite potential runoff is larger than anticipated. This larger potential runoff
increased the length of the required outlet protection.
I have also spoken with Todd St. John concerning this project. If you should
have any questions, please contact me at 252-446-3017.
Regards,
Mark A. Russell, PE

Civil Engineering • Surveying • Land Planning
1667 Woodruff Road • Rocky Mount, North Carolina 27804
[phone] Fax [phone]
..
Office Use Only: Form Version February 2002
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank. r
I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
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
Owner/Applicant Information
Name: David B. Hulsey -_?
Mailing Address: 3669 Flat Rock Drive
Battleboro NC 27809
Telephone Number: 252-937-6935 Fax Number:
E-mail Address:
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: Mark A. Russell
Company Affiliation: Mack Gay Associates, P.A.
Mailing Address: 1667 Woodruff Road
Rocky Mount, NC 27804
Telephone Number: 252-446-3017 Fax Number: 252-446-7715
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 frill-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: Cedar Ridge, Section 2
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3, Property Identification Number (Tax PUN): 3811-0018-3204
4. Location
County: Nash Nearest Town: Red Oak
Subdivision name (include phase/lot number): Cedar Ridge, Section 2
Dil'Cctlons to site (Include road nnmbers, landmarks,
From RaleiN NC - Exit on to Oak Road (SR 1003) just east of Nashville, NC. Go
1.0 miles to Ebnezer Church Road (SR 1441). Go west 0.70 mile on Ebnezer Church
to Breedlove Road (SR 1434). Take Breedlove Road north 0.40 mile until Exum Road (SR
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:
Agricultural and residential
7. Property size (acres):71.5 +/- acres
8. Nearest body of water (stream/river/sound/ocean/lake): Pig Basket Creek
9. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated majo- river basins. The
River Basin map is available at httT)://h2o.ejir.state.nc.us/admin/iiia ns/.)
Page 6 of 12
10. Describe the purpose of the proposed work: Road culverts for single family residential
subdivision.
11. List the type of equipment to be used to construct the project:
Track hoe excavator and a small bulldozer will be used to install the culverts.
12. Describe the land use in the vicinity of this project:
Single family residential and agriculture.
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.
N/A
- - --- -------- - 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
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a brief written description of the proposed impacts: One area of impact is
requested. The area is to connect Phase I of Cedar Ridge Subdivison to Phase II.
Please review the enclesed site plan.
2. Individually list wetland impacts below: N/A
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland*

_? flt
• List each impact separately and identity temporary impacrs. tmpacrs mCIuuc, VUL aia nVl ?I filI«U W. a .,..b, s -- o• ,
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 Fate Maps
(FIRM), or FEMA-approved local Floodplain maps. Maps are available through the FEMA Map Service Ceiter at 1-800-35S•9616, or
online at hnn'/hvww.fema.oo?'•
•** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forest-2d wetland, beaver pond,
Carolina Bay, bog, etc.)
lJst the total acreage (estimated) of all existing wetlands on the property: _
Total area of wetland impact proposed:
3. 1ndivictually list all mtcmilttent and perennial stream nnpacts 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?
_ (please secif
No. 1 culvert 121 LF T to Pig Basket Ck < 10 feet Intermittent

. -- °_-'--'- ?.-• _-- . ?: ?:._.1 .... ....L.. ne -A -nnietM rin-rnn-
C i
identify
* List each impact separately and temporary impacis. unpacu Jumuuc, UUL a10L W•
darns (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.usrs.eov. Several internet sites also allow direct download and printing of USGS maps (i!.g., www tonozone.com,
www.tnanquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site- 121 LF
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuari:+s, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
11a , ocean, etc.

1! _J rii n.:n rl?eA
* List each impact separately and identity temporary impacts. impacts inciuuc, out SIC Hut 1U1utCU w. U , ?A?e=?••? •? e•••o.
flooding, drainage, bulkheads, etc.
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 ? wetlands
Describe the method of construction (e.g., danu/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aosthctic, trout pond,
local stormwater requirement
Size of watershed draining to pond: ___ Expected pond surfacr, area:
V11. 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 ordinance:,, 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.
A review of the enclosed site plan reveals that the proposed crossing connects Section I
with Section II The project would exist as two separate subdivisions if they cannot be connected.
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
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
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 detennining 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.eiir.state,nc.us/ncNvetlaiids/strm2ide.littii1.
1. 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 niethod of construction. Please attach
a separate sheet if more space is needed.
N/A
- ------ --------- -- - - - -- -- - - ---
2. Mitigation may also be made by payment into the North Carolina W,tlands 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 lin://h2o.enr.state -.us/wm/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on pag three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-ripari an wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A

Page 10 of 12
% IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federaUstate) 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 (nap 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
(Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .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
s uare feet Multiplier Required
Mitigation
1 7260 3 N/A
2 4840 1.5 N/A
Total 12100 N/A
zone ( exienas out )v icct pc,pcuux,u,a, It VIII li aW Vw,.....,,?.
additional 20 feet from the edge of Zone 1.
Page I I of 12

M.
x1l.
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 2B .0242 or.0260.
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.
Existing impervious acreage is = 1.80%. Land use is presently agricultural. Proposed
impervious acreage will be = 2.90%. Stormwater controls will be grass lined roadside
to remove the sediment before the buffer.
Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastcwater generated from the proposed project, or available capacity of the subject facility.
MR. Violations (t)WQ Only)
Is tills site in violation of DMIQ V.'etland Rules (15A NCAC 211 .0500) or any Buffer Rules?
Yes ? No ?
Is this all 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).

Applicant/Agent's Si4nature / Da.te
(Agent's signature is valid only if an uthorization letter from the applicant is provided.)
t
Page 12 of 12
Michael F. Easley, Governor
W A rFR William G. Ross Jr., Secretary
0? O QG North Carolina Department of Environment and Natural Resources
? y Alan W. Klimek, P.E. Director
r Division of Water Quality
Mr. David B. Hulsey
3669 Flat Rock Drive
Battleboro, NC, 27809
APPROVAL of 401 Water Quality Certification and Tar-Pamlico River Buffer Rules with Additional Conditions
Dear Mr. Hulsey:
September 6, 2002
DWQ# 02-1097
Nash County
You have our approval, in accordance with the attached conditions, to place fill in 61 linear feet of intermittent streams and to impact
6,100 square feet of protected Tar Pamlico Buffers in order to construct a road crossing associated with the Cedar Ridge Section 2
subdivision in Nash County, as described in your revised application received by the Division of Water Quality on July 22, 2002. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3362, which can be
downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use Nationwide Permit Number
39 when issued by the U.S. Army Corps of Engineers. This approval is also valid for the Tar-Pamlico River Buffer Rules (15A NCAC 213
.0259). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited
to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed 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 in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, 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 as well as the additional conditions
listed below:
1. An additional condition is that stormwater shall be directed to diffuse flow at non-erosive velocities through the protected stream
buffers;
2. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands .
3. You are required to return the attached Certification of Completion form to notify DWO when all work included in the 401 Certification
has been completed.
If you do not accept any of the conditions of this certification, 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, P.O. Box 6714, Raleigh, N.C. 27699-6714. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please call Steve Mitchell or Debbie Edwards in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the Central
Office at 919-733-9721. Questions regarding stormwater should be directed to Todd St. John at 919-733-9584.
in ely,
I
an . Klimek, . .
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
. F%
Customer Service
1 800 623-7748

AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWD Regional Office
Central Files
File Copy
Mark Russell, 1667 Woodruff Road, Rocky Mount, NC, 27804
021097
t

GRASS-LINED SWALE CALCULATIONS
FOR
CEDAR RIDGE SUBDIVISION
Section 4
S . R. 1433 - Exu m Road
Nashville Township, Nash County
North Carolina
September 24, 2002
Prepared by:
Mark A. Russell, PE
Mack Gay Associate
1667 Woodruff Road
Rocky Mount, NC 27802
252-446-3017
252-446-7715 fax
[e-mail]
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Swale No. 4 - 2 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale No. 4 - 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
_
Mannings Coefficient 0.030
Channel Slope 0.005000 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft
Discharge 2.29 cfs
Results
Depth 0.54 ft
Flow Area 1.40 ft2
Wetted Perimeter 4.39 ft
Top Width 4.22 ft
Critical Depth 0.38 ft
Critical Slope 0.0219 36 ft/ft
Velocity 1.63 ft/s
Velocity Head 0.04 ft
Specific Energy 0.58 ft
Froude Number 0.50
Flow is subcritical.
(/S/NG / 4 C/f?Gr 0/1/n 76 5"PF 7".'Q
0.5- cx, cot- CUSS .

c.
10/16/02 FlowMaster v5.15
01:01:42 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
Swale No. 4 - 10 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale No. 4 - 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Discharge
Input Data
Mannings Coefficient 0.030
Channel Slope 0.005000 ft/ft
Depth 1.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft
Results
Discharge 9.36 cfs
Flow Area 4.00 ft2
Wetted Perimeter 7.32 ft
Top Width 7.00 ft
Critical Depth 0.76 ft
Critical Slope 0.018183 ft/ft
Velocity 2.34 ft/s
Velocity Head 0.09 ft
Specific Energy 1.09 ft
Froude Number 0.55
Flow is subcritical.
t
10/16/02 FlowMaster v5.15
01:02:05 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Develop ment - 2 year storm
DATE 10/16/2002
SHEET 2 year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 4 1.03 residential 0.3 0.31 5.5 1.70 1.70
inflow to swale no. 4 0.12 road 0.9 0.11 5.5 0.59 0.59

Total flow to swale no. 1 1.15 0.363 0.42 2.29 2.29

Total acres 1.15

Total onsite runoff 2.29

Total offsite runoff 0

Total runoff 2.29
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Develop ment
DATE 10/16/2002
SHEET 10 - year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 4 1.03 residential 0.3 0.31 7.5 2.32 2.32
inflow to swale no. 4 0.12 road 0.9 0.11 7.5 0.81 0.81

Total flow to swale no. 1 1.15 0.363 0.42 3.13 3.13

Total acres 1.15

Total onsite runoff 3.13

Total offsite runoff 0

Total runoff 3.13
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7-6 ? () I Ile
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C,e. Svc- rf+? oe?+?.v? ?E ,l1
co 76 -5-1 A c
c -eE CJe- /b - ?lC s 7-64^
-I- CF 5
Swale No. 5 - 2 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\cedar d.fm2
Worksheet Swale No. 5 - 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.010800 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft
Discharge 0.48 cfs
Results
Depth 0.21 ft
Flow Area 0.34 ft2
Wetted Perimeter 2.31 ft
Top Width 2.25 ft
Critical Depth 0.16 ft
Critical Slope 0.027354 ft/ft
Velocity 1.42 ft/s
Velocity Head 0.03 ft
Specific Energy 0.24 ft
Froude Number 0.65
Flow is subcritical.

10/16/02 FlowMaster v5.15
02:21:11 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
Swale No. 5 - 10 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale No. 5 - 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Discharge
Input Data
Mannings Coefficient 0.030
Channel Slope 0.010800 ft/ft
Depth 1.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft

Results
Discharge 13.76 Cfs
Flow Area 4.00 ft2
Wetted Perimeter 7.32 ft
Top Width 7.00 ft
Critical Depth 0.90 ft
Critical Slope 0.017283 ft/ft
Velocity 3.44 ft/s
Velocity Head 0.18 ft
Specific Energy 1.18 ft
Froude Number 0.80
Flow is subcritical.
10/16/02 FlowMaster v5.15
02:21:30 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Develop ment - 2 year storm
DATE 09/20/2002
SHEET 2 year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 5 0.11 road ditch 0.3 0.03 5.5 0.18 0.18
inflow to swale no. 5 0.06 road 0.9 0.05 5.5 0.30 0.30

Total flow to swale no. 1 0.17 0.512 0.09 0.48 0.48

Total acres 0.17

Total onsite runoff 0.48

Total offsite runoff 0

Total runoff 0.48
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Develop ment - 2 year storm
DATE 09/20/2002
SHEET 10 year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 5 0.11 road ditch 0.3 0.03 7.5 0.25 0.25
inflow to swale no. 5 0.06 road 0.9 0.05 7.5 0.41 0.41

Total flow to swale no. 1 0.17 0.512 0.09 0.65 0.65

Total acres 0.17

Total onsite runoff 0.65

Total offsite runoff 0

Total runoff 0.65
FCe) 7?) /I,-0 - r?/lM ?f??J S'S sGe.l?'l G ??
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Swale No. 13 - 2 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale 13 with 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.013000 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft
Discharge 1.23 cfs
Results
Depth 0.32 ft
Flow Area 0.62 ft2
Wetted Perimeter 3.01 ft
Top Width 2.91 ft
Critical Depth 0.27 ft
Critical Slope 0.0238 92 ft/ft
Velocity 1.97 ft/s
Velocity Head 0.06 ft
Specific Energy 0.38 ft
Froude Number 0.75
Flow is subcritical.

10/16/02 FlowMaster v5.15
11:13:22 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
Swale No. 13 - 10 yr storm
Worksheet for Trapezoidal Channel
Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale 13 with 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Discharge
Input Data
Mannings Coefficient 0.030
Channel Slope 0.013000 ft/ft
Depth 1.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft

Results
Discharge 15.09 cfs
Flow Area 4.00 ft2
Wetted Perimeter 7.32 ft
Top Width 7.00 ft
Critical Depth 0.94 ft
Critical Slope 0.017073 ft/ft
Velocity 3.77 ft/s
Velocity Head 0.22 ft
Specific Energy 1.22 ft
Froude Number 0.88
Flow is subcritical.

10/16/02 FlowMaster v5.15
11:43:46 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Developm ent - 2 year storm
DATE 10/16/2002
SHEET 2 - year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 13 0.66 residential 0.3 0.2 5.5 1.09 1.09
inflow to swale no. 13 0.03 road 0.9 0.03 5.5 0.15 0.15

Total flow to swale no. 1 0.69 0.326 0.23 1.24 1.24

Total acres 0.69

Total onsite runoff 1.24

Total offsite runoff 0
1.24
Total runoff
RUNOFF C OMPUTATIONS

PROJECT Cedar Ridge - Post Developm ent
DATE 10/16/2002
SHEET 10 - year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 13 0.66 residential 0.3 0.2 7.5 1.49 1.49
inflow to swale no. 13 0.03 road 0.9 0.03 7.5 0.20 0.20

Total flow to swale no. 1 0.69 0.326 0.23 1.69 1.69

Total acres 0.69

Total onsite runoff 1.69

Total offsite runoff 0
1.69
Total runoff
V
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Swale No. 14 - 2 yr storm
Worksheet for Triangular Channel

Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale No. 14
Flow Element Triangular Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.013000 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Discharge 0.25 cfs
Results
Depth 0.25 ft
Flow Area 0.18 ft2
Wetted Perimeter 1.57 ft
Top Width 1.49 ft
Critical Depth 0.21 ft
Critical Slope 0.0297 12 ft/ft
Velocity 1.36 fUs
Velocity Head 0.03 ft
Specific Energy 0.28 ft
Froude Number 0.68
Flow is subcritical.
10/16/02 FlowMaster v5.15
11:35:34 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
Swale No. 14 - 10 yr storm
Worksheet for Trapezoidal Channel
14
Project Description
Project File c:\haestad\fmw\cedar ri.fm2
Worksheet Swale No. 14 - 1' Bottom
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Discharge
Input Data
Mannings Coefficient 0.030
Channel Slope 0.013000 ft/ft
Depth 1.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 1.00 ft

Results
Discharge 15.09 cfs
Flow Area 4.00 ft2
Wetted Perimeter 7.32 ft
Top Width 7.00 ft
Critical Depth 0.94 ft
Critical Slope 0.017073 ft/ft
Velocity 3.77 ft/s
Velocity Head 0.22 ft
Specific Energy 1.22 ft
Froude Number 0.88
Flow is subcritical.
10/16/02 FlowMaster v5.15
12:02:48 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Developm ent
DATE 10/16/2002
SHEET 2 - year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 14 0.06 roadside ditch 0.25 0.02 5.5 0.08 0.08
inflow to swale no. 14 0.03 road 0.9 0.03 5.5 0.15 0.15

Total flow to swale no. 1 0.09 0.467 0.04 0.23 0.23

Total acres 0.09

Total onsite runoff 0.23

Total offsite runoff 0
0.23
Total runoff
RUNOFF COMPUTATIONS

PROJECT Cedar Ridge - Post Developm ent
DATE 10/16/2002
SHEET 10 - year storm

TC PIPE UPPER AREA BASINS C C*A I Qn Onsite Offsite
TO LOWER

5 inflow to swale no. 14 0.06 roadside ditch 0.25 0.02 7.5 0.11 0.11
inflow to swale no. 14 0.03 road 0.9 0.03 7.5 0.20 0.20

Total flow to swale no. 1 0.09 0.467 0.04 0.32 0.32

Total acres 0.09

Total onsite runoff 0.32

Total offsite runoff 0
0.32
Total runoff
?ATF Micnaei t-. tasiey, uovernvr
William G. Ross Jr., Secretary
O?0 1Y North Carolina Department of Environment and Natural Resources
' y Alan W. Klimek, P.E. Director
r" Division of Water Quality
> ~I
o ?
Mr. David B. Hulsey
3669 Flat Rock Drive
Battleboro, NC, 27809
APPROVAL of 401 Water Quality Certification and Tar-Pamlico River Buffer Rules with Additional Conditions
Dear Mr. Hulsey:
September 6, 2002
DWQ# 02-1097
Nash County
You have our approval, in accordance with the attached conditions, to place fill in 61 linear feet of intermittent streams and to impact
6,100 square feet of protected Tar Pamlico Buffers in order to construct a road crossing associated with the Cedar Ridge Section 2
subdivision in Nash County, as described in your revised application received by the Division of Water Quality on July 22, 2002. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3362, which can be
downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use Nationwide Permit Number
39 when issued by the U.S. Army Corps of Engineers. This approval is also valid for the Tar-Pamlico River Buffer Rules (15A NCAC 2B
.0259). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited
to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed 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 in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, 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 as well as the additional conditions
listed below:
1. An additional condition is that stormwater shall be directed to diffuse flow at non-erosive velocities through the protected stream
buffers;
2. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands .
3. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification
has been completed.
If you do not accept any of the conditions of this certification, 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, P.O. Box 6714, Raleigh, N.C. 27699-6714. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please call Steve Mitchell or Debbie Edwards in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the Central
Office at 919-733-9721. Questions regarding stormwater should be directed to Todd St. John at 919-733-9584.
in ely,
i
n . Klimek, . .
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
Customer Service
1 800 623-7748
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
Mark Russell, 1667 Woodruff Road, Rocky Mount, NC, 27804
021097
MEMORANDUM
TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Cedar Ridge Section 2 County Nash
Project Number 02 1097 County2
Recvd From APP Region Raleigh
Received Date 7/10/02 Recvd By Region
Project Type residential road access
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. BE
14 Stream P_770 -NF-F28-68-3-(2) F -CF-NSW 30,302. F- 67.00 ?-?
7i PBR Buffers ®Y O N F-F-r-r-F-- 0.15 r- F__
F FT-0 N F_F_F__F_-f F- F_ F_
Mitigation wetland
MitigationType Type Acres Feet
T_
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 355935
Longitude (ddmmss) 775646
('S) Page Number 1
Central Office v
Comments:
has anyone looked at the feature starting at lots 51 and 50? It is shown as a ditch but is it
represented on either of the maps and then is it subject to buffer protection which in turn changes the
J#
AA G MACK GAY ASSOCIATES, P.A.
Consulting Engineers & Surveyors
July 16, 2002
Mr. John Dorney
Water Quality Certification Program
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: DWQ Project No. 02-1097 FILE Copy
Mr. Dorney:
JJ "",t 2 2 2002
The sketch plan provided for DWQ Project No. 02-1097 showed an impact that
scaled approximately 100 feet. The larger scale of the impact was to ensure the
impact area was easily noted on the plan. As stated in the PCN and on the
sketch plan, the actual impact will be for 61 feet of stream and 6100 ft2 of buffer.
The enclosed sketch is draw to scale. Please also note that the area in
questions is open cultivated land at the present time. If you should have any
questions, please contact me at 252-446-3017.
Regards,

Mark A. Russell, PE
Civil Engineering • Surveying • Land Planning
1667 Woodruff Road • Rocky Mount, North Carolina 27804
[phone] Fax[phone]
OF WATF9/?
4\ 4
} {
o Y
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
July 12, 2002
DWQ # 02-1097
Nash County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
David B. Hulsey
3669 Flat Rock Drive
Battleboro, NC 27809
Dear Mr. Hulsey:
On July 10, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetlands for the purpose of a road crossing in Nash County.
Approval from DWQ is required to disturb these stream and Tar-Pamlico Buffers. Please provide 7
copies of the following information and refer to the DWQ # listed above in your reply. In particular as
described in 15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property.
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.
Based on your plans provided within your application, this office calculates your total
impacts to be greater than 61 feet of stream and 6,700 ft' of buffers. Please provide the
footprint of any clearing required to construct the proposed crossing. This crossing appears
to impact approximately 100 feet of stream and 10, 000 ft' of buffers.
Please telephone me at 919-733-1786 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 within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
uo??
Dorney
r Quality Ce 'ficat' n Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Mark A. Russell, Mack Gay Associates, P.A., 1667 Woodruff Road, Rocky Mount, NC 27804

North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ph: [phone], Fax: [phone], http://h2o.enr.state.nc.us/ncwetlands/
.1
Office Use Only: Forrn Version February 2002
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
Processing
II.
1. Check all of the approval(s) requested for this project
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:

rdd
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: ?
Applicant Information
1. Owner/Applicant Information
Name: David B. Hulsey
Mailing Address: 3669 Flat Rock Drive
Battleboro, NC 27809
Telephone Number: 252-937-6935 Fax Number:
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: Mark A. Russell
Company Affiliation: Mack Gay Associates, P.A.
Mailing Address: 1667 Woodruff Road
Rocky Mount, NC 27804
Telephone Number: 252-446-3017 Fax Number: 252-446-7715
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 frill-size plans. If frill-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: Cedar Ridge, Section 2
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 3811-0018-3204
4. Location
County: Nash Nearest Town: Red Oak
Subdivision name (include phase/lot number): Cedar Ridge, Section 2
Directions to site (include road numbers, landmarks, etc.):
From Raleigh, NC - Exit on to Oak Road (SR 1003) just east of Nashville, NC. Go
1.0 miles to Ebnezer Church Road (SR 1441). Go west 0.70 mile on Ebnezer Church
to Breedlove Road (SR 1434). Take Breedlove Road north 0.40 mile until Exum Road (SR
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:
Aaricultural and residential
7. Property size (acres): 71.5 +/-acres
8. Nearest body of water (streani/river/sound/ocean/lake): Pig Basket Creek
9. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.eiir.state.ne.us/admiii/maps/.)
Page 6 of 12
1 0. Describe the purpose of the proposed work: Road culverts for single family residential
subdivision.
1 l . List the type of equipment to be used to construct the project:
Track hoe excavator and a small bulldozer will be used to install the culverts.
12. Describe the land use in the vicinity of this project:
Single family residential and agriculture.
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.
N/A
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
V1. 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) crust 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
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a brief written description of the proposed impacts: One area of impact is
requested The area is to connect Phase I of Cedar Ridge Subdivison to Phase II.
PIaaSP review the enclesed site plan.
2. Individually list wetland impacts below: N/A
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

-_LJ_ L..a .. _.. ....I:.,.ae.l M• ., -hani-A rlrarlno. urariing. fill.
* List each impact separately and identity temporary impacts. Imp-w -.11,1.,..1111..- ...__.._...--_ _.__.._o,
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 FEMA-approved local Floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hito'//www.fema.aov.
*** 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:
Total area of wetland impact proposed:
3. Individually list all intennittent 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'?
leasespecify)
No. 1 culvert 67 LF T to Pig Basket Ck < 10 feet -Intermittent

.- '--`-?_ L- 11 i+?A .,,. 11111 -to nnA associated rin-ran.
-• ---
* List each impact separately and identify temporary impacts. Impacts ind-, uui aIC IIUL M111 .U U. 1- 1
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, ew. 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.uses.¢ov. Several internet sites also allow direct download and printing of USGS maps (i.-,g., www tooozonc.com,
.,?wv manuucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 67 LF
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuari„s, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma *
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) T,rpe of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, 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 ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
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, c?scuss construction
techniques to be followed during construction to reduce impacts.
A review of the enclosed site plan reveals that the proposed crossina connects Section I
with Section II. The project would exist as two separate subdivisions if they cannot be connected.
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
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
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 inaintaining 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
littp://li2o.eiir.state.nc.us/newetlaiids/strmgide.litrii1.
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 (,acreagedinear 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.
N/A
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://li2o.enr.state.ni_.us/wrp/index.litm. 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds o- 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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .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 4020 3 N/A
2 2680 1.5 N/A
Total 6700 N/A

_., ----- - ----- _
' Lone I extenIIs our .3v rcet pulp-lww - 1-- 11-1
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 appror?riate information as
identified within 15A NCAC 2B.0242 or.0260,
X1. 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.
Existing impervious acreage is = 1.80%. Land use is presently agricultural. Proposed
impervious acres a will be = 2.90%. Stormwater controls will be grass lined roadside
to remove the sediment before the bu er.
X11. 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 (15A 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).
L
oz
Applicant/Agent's S
(Agent's signature is valid only if an
re Elate
'ization letter from the applicant is provided.)
Page 12 of 12
IYIF?V f? ?.1MT Ffa7vVV1/il LJ
NCDENR
Date Type Reference Original Amt.
06/19/2002 Bill Cedar Ridge 200.00
z ,
Southern Bank PCN for Cedar Ridge
MACK GAY ASSOCIATES, P.A.
NCDENR
Date Type Reference Original Amt.
06/19/2002 Bidd Cedar Ridge 200.00
?.' .; 0
6/19/2002
Balance Due Discount
200.00
Check Amount
J r o 2(2
Balance Due
200.00
6/19/2002
Discount
Check Amount
1819
Payment
200.00
200.00
200.00
1819
Payment
200.00
200.00
Southern Bank PCN for Cedar Ridge 200.00
MACK UAY AbbUUAI Lb, F.A.
NCDENR
Date Type Reference
10/17/2002 Bill PCN-Cedar Ridge
Southern Bank PCN Fee for Cedar Ridge Section 4
MACK GAY ASSOCIATES, P.A.
NCDENR
Date Type Reference
10/17/2002 Bill PCN-Cedar Ridge
3006
10/17/2002
Original Amt. Balance Due Discount Payment
200.00 200.00 200.00
Check Amount 200.00
200.00
10/17/2002 3006
Original Amt. Balance Due Discount Payment
200.00 200.00 200.00
Check Amount 200.00
Southern Bank PCN Fee for Cedar Ridge Section 4 200.00
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m ~ ~ ~ ~ ~ I I I ~ ' / P{~ASE.~1, SECTION ~ ~ f ' 1 I V , I r ! ~ r ; / _ ~ X25. P___ ~ _ s FRO T 50 4~ - i ~ / , ~ ~ Il----= ~ ~ _ _ ~ ~ ~ ~ 1~, SIDE STREET 25
I ~ ~ I 'BLOCK /A ' JOE I DAN r FIELD ~ I I I / ' - ~ ~ al tm ~ h ~ QEED K 16, PAi ~ ~ (~DAR,RIDGE ~ ~ / JOE ~ DAN~~ FIELOSG - ; ~ I _a_ _ ~ I__ ~ ~ ~ i SIDE 15' QED ~K 16, PAGE 580 i r ~ i . ~ ` ~ ~ REAR 30' ~
~ ~ i 50' MBL ~ UI 1. L; 50 MBL IL ~ ~ - c. _ I~ j 1 ~ i ~ ~ i I ~ t / f 3 0 ~ ~ i ~ ~ i,~, ' ~ i©--1~ - MINIMUM FRONTAGE AT MBL 100'
i~ i r ~ ~ 1 r t .1 I ~ , ~ € l i 1 ! ~ ~ ~ ~ ~ ~ ~ = ~-m _a- - ~ TAX PIN NUMBER - 3811-0018-3204 +w ~ ~ g
~ y OVER~iEAD PO4~i~ER CINES I I ~ ~ r i / ~ - - - l a - '.£5 , ~
~ ,£9'66 ~ ~ ~ - ~ - I - . _ _ ~ _ 1 - - _
- - - - - -
r~ - ~ ~ - - - _ - 1 e

CVll,l'1'f ~/'1~/1~ SCALE: 1" = 100'
GRAPHIC SCALE DATE: JUNE 24, 2002
100 0 50 100 200 400
Dv REVISIONS
JULY 17, 2002
( IN FEET )
?li OF SHEET 1 1 inch = 100 ft.
FILE: P020191

~ ~ I ~o'
W ~ ~ Tar Pamlico Riparian Buffer Zones W 3 ~ RIGHT OF WAY
SR 1435 ~ ~ ~ ~ , Fo~merl 6' 18 6' S'
~ ~ y SHOULDER PAVEMENT 2" I_2 SHOULDER DITCH ~ lA Op ~ to
T de D d ASPHALT ~ 0 AVfD B 1/4" ER FT ~ ~ ~
- --~o'-- -~o'- ~ ~ . BOpK 17p 1 PER FT ~ I` PER F r. N ~
_ STREET Srte ~ J- r~-_..- - = Q ~ R/W ' - - ~ oa ~?I,1 4. PqC T 3. E 2t ACR f 195 1 15Y.~ 1 ~ ~ ~ es z. L N c~
~ a T ~ . ,~o _ >e. > ~qa P ~ 0 ~ 8" ABC d'
,1 ° ~ ° 'P . , - W ? I _ r ~ - ' & ~ - P NOTE: IF N.C.D.O.T. APPROVES 6" ABC ~ u o f p 0 ~ v ~T Cp, f 1 S ~y.~ AND 2" I-2 ASPHALT MAY BE USED 6"
Y y y SIGHT DIST ~ i ANCE E ~ ,.a 2 gSfM ~c ~ I I 'i ~ D8+1, ; ENT R/W - Z N
SR 1433 EXUM ROAD 'V W V W J• W k, I EASEMENT, TYPICAL t i 1 is , i ROAD CROSS SECTION ~ f j , ~ ' ! TYPICAL EXCEPT WHERE OTHERWISE NOTED gTBC "
Y W v V W W~ W h~ I,, ) ~ _ 1 f W y ~ W W AT ALL INTERSECTIONS ; ' I , I ` , j ~ f 1 ~ ly ~ ~ 1 i ; ' ~ ~ ~ ~ . or ABC ~ ~ N I. ~ ; i; , Z u
o ` , ; I ~ ~ 1 i Y 'Y v W Y W W W Y W (NTS) { i 1 R~-r, f,; i r I I, ~
~ t , r, l ~ ~ W ,V 'Y V 'Y 'Y V W W 'Y 'Y J hl.; I fRl ~ i , i I 901 S i ; 1 u, , l ~ ~ t ~ I I , ~ti-t..~ ! i iii <~}r ~ ~ 11, l I , ~ 1 ; i ~ ~ I ~1~ d' I~ ' 11:1 l" I V -
Y W v J, W V .Y W W Y 'Y W V Y 'Y k'~ ',I ~I i. J' .V W 'Y ~ W W W V W W V 'Y W V ~ c NI ~ t ~ 1 I t i i , I 'j I I~
C r,- i~ t, t t. i t ~ ' Y y~~ W y W y ~~-i y W V y W y ,,.a; 11 to i" 1 i , ~ 1 ~ 1
SR 1003 W y W y W ~ A a. ;'4, i tt ~ ~ I; to i 'V~¦/~J'`, lue~w.r Zone 2. y W W u r„ ~ ~ ~ r i 'i t 1 1p I` ':a ~ ~1 1 ~ i I I I ~ ~ U ~ , ! ton 1 `,1 ' ~ `~n a ~ ~ ;~'.~~'C, ~ ~ . ~ Y I~
.IVI~ LW HTS Y •V QQ` W 'Y 'Y W ZOnB 3O W W J~ 'Y W •Y W W ? n - rr , ~ ~ I I ~ ~ undisturbed ~ _ ~ ~ k~. ~ 1 ~ 1, i managed y W W W ~ A ~ ~ I ;3 ~ ; _ ~ forest W W y W y W v ~ ~ , l ~ . l ill J I I , ~ 1 1, ; ~A~~; " ~ ~ ,
vegetation ~ ~ ~ 1 ~ V 'V W W •Y 'Y VC etotion y W W y y W y ~ r. S - ~ - t ~ 5 I ~ , o-~ ~ , ~ I i j 1
Streant COs 9 Stream . ~ 1 t ~ . r sing Construction W W y W W y W ~ W W y W W W W v ytr~"~ ~ l t ~ I ~ lye %1?lI ~ ,I ,1 ~ ~ rr I - (n ~
Y 'Y W W 'Y 'Y W W W ~Y W W 'Y 'Y W W W 'Y W !'i~ ~ ~ - Install stream r W ~ ~ 4 ~ ' , , ti - - c ossing at Sarah Ruppert Road - . ~ ` 1 ~ ; ~ ~ ~ ~ ' ~ ~ % l U ; ; i ~ ?r' 1, ~`a I ' ~l i~ ' > I ,I '`I "''I ~ ~ '1 V ~'r`(1 ~ ~
W W W 'Y •Y 'Y W W W ,V W •Y •Y 'Y W W V,~~",~ '1 ~ f ~ 0 t before any clearing or grading on project y W ~Y 'Y W W ~V W W W 'Y 'Y W 'Y W W W W W W ~ ~ ~ 1, f ° ~ t 1,~ ~ -i i 1 ,1 i j~ 'I 11s ~d, ~ i r-„„ 198.8 ~ Q 0 ~ ~ lal i 1 r i - ~ 1 - ~
.-'c V ~ ~ ~ ~ ~ A I L W W y t y W 'Y 'V y W W t W W W W W V ~I~-'" , ~ ~ S'~ 't V \ a ~ ' , .'y.:y~>; r 0 ,4- ~ 6A\ 1111 ! I ~ I I y,~ i ~I rya • t i i - r ~ ,
Install Silt Fence for top soil stock pile. Y W W W 'V 'Y W 'Y W W W W J. 'Y• W 'Y •Y W W 'Y '*4 'j - ~ 4;+ I ~ (~~q~ ~ 0 ~ `1 l~ I ~ , I - _ _ - ~ i l 1 i -t. I % 1 1' ~ _ r' 35 ~
F ~ ~ F% 1 ~ ~ ,l• W 9_ , _ _ m ~ 9._ ,
Proceed with regular construction sequence Note; ~ r ~r; , ~ ~ y, A ~ 51'~ ~ - • • > 1 6.71 ~1~' 1 - - - - r--=' p%~ ,
after the above measures are installed. '0' ' ~ ~ ~ ' - ~ 50' Tar-Pamlico Riparian Buffer Zones are ,`Q ~ X11 i, '~9 ~~fi ~ ~ ; \ ti's, fi ~ measured from top of bank of ditch or creek. ~ ~s',, ; ~ ~s, t ,b~~`~r t1 ' I' i r' 1X5 11 , ..5 ~ C ~ Qf ~
~ a'~ ~,Lu x` No activity is permitted in Zone 1 (first 30'). G f ' i~ ~ n , I _ >t~ 1~4. , 1,1 ' I ~r ~ 'yh~: ~ ice= • .Li
Type B Limited activit is allow ~ ~ ' ~ ~ ' ~ y ed in Zone 2 20' ~ 't~ r' t` i ~ n: 9' f ~ ~ v Pipe Outlet to Well Defined Channel Owner/Developer to consult G. S. 15A NCAC P' G P~' f ' ' , , ' ~ ~ . ' , ~ . ~ t ~ ~
QJ Q ' , _ ~ y , ~ ~y '.a 26.0259 before any d(sturbance within buffer I ~ r _ _ n ~ r t~. rl ~
~ r t ~ ~ zone. ~ ~0 r + k ~ ~ \ - ; . ,
, ~ 0a 'r ~ .gg; .r ~ . ~ h, A: j', 'p a ~ ~ ~0 ,~r r ~ ' ~ , ~ ~ `+5.~ ~4 ~ r , ~ .4 v~ ' b ~
~ ~ r. ~ 1 ;o ti , p i - ~ ~ 1~ wY
0 ~ 'r ' .v , 1 11t~
11 f 'ar -t^` A e !r I 'a.. r~ ~ t ;V A r t ~ a th _ _ ~I~ a ti ~ N ~ , , 255 3; ~ _C ~ _ ~ ~ X , 1 ~ I ~ , ~ ~ w m ,k 'l ~ ~ ~ ~ ~p~1 ~ ~l ~Y- ~~J ~ "-__-H~ l ~ ~ li~ ~ 1 l«.~ \~.h~ ~t1~`, iil lii~ ~ ~
Channel Bottom ~ lt. , ( r ~ , ~ ~ Q l ,1 ~VI I I~Vn ;{i,/ f~ ~C_ -T'- ~ k ' l l y 1, I ~ ~ v A . X,'••••, ni, , ~ W ~Z'~ 0-~~~•4~.03~ 2~ _ : ! ...f ~`r~l ,'III" ,'~~•.;•.,~x ;'~,1~ 'r,l' ; o
o ~ ` ~ _ i ~ ~ 1~; ' r"' ~ .r`~ _ r ` ',1 _ ~ i '~if"~, I , ~ Area ~ ~ ~ - . - a. ~1
• ~ a j`'' ' , w'~ ~ ~ t I t 1~ _ 1 , l I I j ~ b , I - .z ' ~ ~ i r ~ ~J•` ; I ; ;ril~u ~ l i . 5~ I 1 ~ -1-- ~ I r -1 i 11 1 `J by ~ ; ~ l I 1 re . `p A~ ~ 1 1 ~ I ~ ; ~
~ r o k ~ ~ 1 tt 0 rt2 L r , i i 5 1 ~.F N F,. '1 I'.~ ~J t 1. ; 't 11 1 15..+1"."i !'~1.: i ~'i ~,C~ ,k' 1 I '',M, . -
.y -r , 60,17 _ ",r-'" : t i ~ , l . .Q+ ~ ~ \
Plan View _ ~ r'~ ~ ~ t , w~ , i . ~ cv 1 ~ ,k y: ~ i ~ , ~ ~ / ~X' , i ~ ' , ~ ~Z `"tile' ~ f-„ ~ 1 ~ M
. , r ~ ~ ~ 1 La r, . ; , , ~ ` i , ~ ~ 1- i~ ~ I } , , 1 . I ~ l , i~ ~ i ' } . , I w ~ , r.
~ ,Y ~ r j v y ` • , ~ ~ . ~ ~ ~ i , iii ` J ,y p, a - ~ a , ~ : ' , . i,~;' ~ 444^^^"' ~ , ~ I ~ ~ , ,
R R v -rr ~ I , , i +u ' ~ f i, , ~~r1~ ~~i% i ; 0 r: 3,23,x,.,. ~ o .38, ~~11 _ , "III;'
~ ~ 4 ~ S ~ ! ~ f I 1 `1l, ~ i /
'Ind ~ '~;j'1 Lr"~ a 1. Q 1 ~ ~ is r, j to ~ ~1 ~ ~ ~ i ~`~~1,,~ 1 ' ~ r•. ~ } I 1 N 1 7`Cy~ ~ .Cy - / ti' CI - - - ~ S 1 1 W ~i I ~ n.. `x. ~ ~ ,qVi ~ ~ ~ ~ ~ ~'a~ ~
~ r ~ 151 I ~ ~ -ti ~ ! 1 6 ~'~'Yi' ~ 6~~ 8 r ~ ,r f~ _ r W "O 1 1- ~ i0 , .'9J ~i N ' ~ 9 - ~ ' \ 1 111111111! r' y ~ ~ ' ~ i O - - , - ~ 1 - - 3.4'1'. 1111 !!!!I
^ ~ 1 ! ~ t ~ , , ~ ~ , ; ; ~ . - ~ , ~ o z o •R.,,~ . ~ BAR , , . , _ x ~ ~ ~ , , , ~ ~ ~ . 7` o - ~ ~ • ? '
8 , c , ~ ~'I _>r- i~-, ~ - ~ • ~ 7 , l f~LtL ~ I i Il 1, f f Oil{ i, ~ / ' - ~ ~
* ti ~ r`'1~ 1 i b r mid ~ 1 ~ .r ~ ' h'' 1 l!' ' fill ~ i . .'i A:` filter •h`` t 'I ~ .9 w ,:.r;''f ' ~ f ' i~ { N i l/ ~;j 1i l S13 l 1+!_ 6' , W C N
,r'`, ~ ~ , ~ / Blanket ~ ~ ~'A~ / I, , I ~i;l , / - ~6~ , f ~ It p ? S - ; i~ i ~ _U#1
Notes `"1 / , . t `~k «A. ; r^"~"~1 d . - t 1. Is the len th of the ri ra i ~ , . ~ _ _.~,~r.- + = , g~i'. i ~ 1' ; ~ ~ - ~,f l , r- . ' r"' ~ 1~~ R i 1 ~ ~ 2 .i % ~ 1 ~ 1 ~ ~ z ~ ~
La 9 P P ~ ~.~9~ ~ .f 161. ~ k i f 2. d = i,5 times the maximum ~ •0 ~ ~ , ' ' t r ~ ~ " ~ ( , ~ f v - / on o GINS .
stone diameter but not less r~ - ~ r ~~1~ . ~ ; ~ , i i ! % ! `I`~. -.-4 1 _ ~ ~ 1111 111
Than 6 . ~ r ~ 1 I r° .~Y~p 1 i , 3. In a well- ~ defined channel extend r . i 5~ s .--r-~---.. ~ ' r x 3 rti - ' ~ ; i I; i I / / ~ ~ 185.91 - ~ Y 111111111 ~ L. ~ r ~ 1 , -~I ~ 1318 ~ 11 1` _N BOO l l7 CCb2
\ ~ r ' 17,7 the apron up the channel banks i ~ i ~ ~ b`' .8g r r i~ I ~ ~ w 1 ~ ~ N f` C . ~ ~ ~ ~ - .T ~ ~ ( l U - . ~ J
to an elevation of 6 above the r. , f ; ~ r - ` ' « ? ' ~ - 51`.&8' t ~ _ _ ~ ~ ~ maximum taiiwater depth tx to ~ - ~'r ~ ~ , , i 1 ~ ~ ~S ; , i~ ~ ~ ~ , ' 13 I I' I ~ V 1 1 ~ ~Z, ~ ~ J~ , P
~ ~ ~"'*ti ~ ~ ~ , I "~'"^"a~~ j o,p, of i'~ - op e ~ ~ ~ , ~ the t of the bank whichev r ~ ~ r a l 1 II '1 ~ 1 N 1. 1 1 1' '1 1 v , I ~
fie leas ~ ' ~ b~ - _ I + ~ I ~ 4. Afllter blanket a filter fabric <;~<< ~ ~2 l ~ " I ~ I I 1 , ~ / 1 ; , I ~
; ed ~ r~ :x~x a~ ar x' s I i t c I 1 Tp ~ i y , should be install between ~ ~ ~ _ ~ I I ~ 'i 1 ~ ~ ` ~ ~ h i ~
~ .~i ~f ~ ~ I~ ~ 1 J ~ r I i, ~A g the riprap and soil foundation. ~ F y, F , i; , Jn ~ UB ~6 \ j I ~ ` ~ 1. aI i~ I ~ ~ I V I 1 I N 1 1 ~ ~ ~ \ ~ 'I 1 IIII f~--- i ' I ~ , r ~ ' 1 I 1; '.pl j' .-1~ - ~ ~
iJ Y ,a / I t,~ ~ S ~ ~ ~ - ~ Oil ~ ~ I .p l ~ ~ ~ -I-- YY 1 ~ h , ~ aI . II I I ~ 1 , 1 ,
' t ~ s~ MFr , ~t ~ ~ i I 1 f ~ tl1~ j ' fF, . `,a t , ; ~ r;'l i j I~ ~ .k 1 - ~ ~ ' 1 i , 1 1~~~ ,.IIII ~ I II ~ ~ I l 1 1 11 1 A ~ 1 I ur ,I ~ ~ I , , 1 I d. ; l
i r ~ ±I 1 I t 1 r I ~ ~nOC ~ ~ I~ i~ ~Ar I ~ , li,, , t >r ~e ~ I 1 1 V ~ ~ .~tt~ lq i i I ~ l 11 1~ \ ~ ~ j, 1
f f ~ 4 1 y f 1 ~ 1" r .1 i +y,,. ' i Ij, .B. I8 ~ 1 ~ u ~ ; ~ r~ -_L_ ~ 1 f ~ = o. 11 i ~ r qty' 1 I I ~ ~ ~ ~ I , 4._„__ 1i : 1 ~1 i
41 , l i'`'.. ~0 `vM„ f I r tr r ~ .gg 1 X64 ~ ` ~ i 1 j rr ~ ~r ~V 0 ~ ~ + 23 ; ` ~ r1 ~11J . ~ ~ ~ 1, _ ~ n rJ t , I ,~n: ~ ~ CPp I o rn r *75.27 ~ l 1 , , `a ~ I N ~ s 7. , 1 'r p'
r i ~f / 3 - •f r Y J ^ , . . 4 -Sx 4 ~ 212.22' - _ ~ '~iS, ~ i - - - _L' ' ' , ` 235.75' ~ ~ ~
i + , r ~ ~ 201. ' 21.46 77,87 4 -----~34.2T_~-- 88:'30' a ~ ~ y ~ . - / ~ /
. ~ , ; ~ vt ~ r I l l' _ h P 0 ~ ~ N
qn 1 IA I ~ ~ ~ FT` ;.I i ~ a (/i J t I t ~ 1' __-M'nw r ~ ~ ~ ~1 \ ~ ~o "~5~ ~ I 30.84 Acres ~ ~ o~ ~ , d' ~ I ~ Q ~ /
~ i ' t l'r v i w. t I ~ 1:~ ~ 1 I 1 ~ - t ~ ,r i t ~ ~ , i ~ t l 1 , 0 ~ _ I ~ viI 7 I ~ ti ~ Q
I ~ ~ 1 ~ a~ , a P;o sed m ~ ~ 2os.o ~ , . 7s. - , , , I , p0, g ,
~ ' 1' min. t ! t ~ ~ 1 t r 1 r _ 3 ~ ~ 1 b ~ ,~+68.5, I1 ~ ~tle 'al s~ o~ _ w A ~ ; I F~amil Res nti _ ;
~ .e_~ l w_.. t ~ , U -Q ~ti ~ t N. I ~ i a t, ~ Y ; - , ~ o - o~ w' I , ~ 18,14';' ' ~ ~ Q 0 1 II I l~ r h~' ~
t ~..,,~,L , a ---r ~ i ~ GRASS IJNED SWALE ~ ~ ' t ~ , ''I r I ~ ' It ~ ',sm t~ ~ ~ , ~ , 1~• 1 I ~ ~ a o I ~ , < 1 ,1{ ~+I 4 ~ ' ~2 ~ / ' ~ 1 'Qty ~
CROSS SEC110N z " ~ ~ ~ t ~ I f ,-T i 4 (rdor ro sca~E) ~ rn t / / I I } t ~ , 1n ~ ~ _~-290; ~ j o _ , p , 1 I; f I ~ ,r ~ ~ J
0. ~ t ~ % t p ( 1 N I ~ t O ~ ~ I t r' t i f~ ~V A ~k- t W ~ t . ~ . ~ ~ ~ 'o' 1~• o ~i 0 ~ i , yo5 O~ / ~ i h ~ F J N t~C k ,
~ ~ ~ I ;1 ~ ~ ~ ~ , , ;t -~.,s ~ s ,
~ t ~ 1~~ i a+ U o _ I ~ 2550 t ' ~ f , ~a c ~ t ~ 1 t ~ I I r. , 1 = ~ lip ~S8 ~ b / ~ 1 ~ ~ ) 9• /
~ to W 4 .,y= ~ I r .¢S p ~ X ~06.J5 i ~ N 'ti r'~,26,E7 85. 1 ~ / ~ I j' ~ NRC =15+23,99 ""1 ~ B'PC~ ~ / ~ f r I ~ o ti ~ a.
W L' _ ~ i ~ ~ w t ~ti I it 1 1 Q~ I ~ 0 ~ I ~ ~ 1 ~ ~ ~ ~,I I i ~ '1~~ 0~ q ~ / 1 1 8 ~ o! ~ ~ ~ LEGEND ~
~ _ - " , t fir, i ~y ' l ~ ' ~ ( ~ I ~ ~ l I t'1 N 1 _ ~ ~ `J t ~ ~ ,i ° , ~ 1 I. N I~ `yti i 6 ~c
t i , I ~ . f,1 I t ~ F. / 1(n I I" ~ ~ _ 1 ~ N ~ 1 1 ~ ~1 , ~ ~ r i 'r~ o ~ I ~ ~ ~ yo, t ~ 1 rn i ; 1 , ~s ' A T / EIP = Existing Iron Pipe 1 ,a o ' ~ ro 8~0 ~ ~ ' ~ ~ IPS = Iron Pi e Set
~ ~ ~ ~ t t t ~ ~ N ' i`, ~ "~1~' t^ ~ I chi., t ~ C , 9 ~ r' t N I ' + ~`~'PI• 1 _______-__-~'_PT = 4+4 ,4701 ~A x~, ~ R~W Rlght of Way ~
I % t ^^C ~ ~ 1 , ; , / PP Power Pole +~I (i • I 1 _
_ 1'1, ` I ~ 9 ....7 . S ' t ~ I ~ PKS P.K. Nail Set ` • / ~ 1 - 262.53 , I I ,Z ~ ~'`~p. / _ 1 ~~'rl - .,I ~ o , ••••a \ 1 , - Overhead Utilit Lines
~ t V~ Jm~M3s~~ ~~J~ 6.7 L' I ~M1y~~~~l .1 _ t ~ ~ - - `~7 3 2 ~ 3 , 6.60, ~ i
_ _ , ~ t ~ ~ ~ RCP - Reinforced Concrete Plpe ti 1 ~ I ~ p, ~ 'v ~ l'~ 1 , ~ 1 r ~ ; ~ , 6 ~0• ~ 1 _ q , / CPP = Corru ated Plastic Pi e
~ N 5673' N i i ~ _ ~r CE~1~Tf ~ ~ , E ~ _ E---. 3 , w' li 'P~ ~ rn , 1 ~ ~ k'~ + ~ I` / MBL = Mlnlmum Bwlding Llne 1 n ~ .v I ~ ~ ? ,S, t i /
- frts ~i i0t~~ 'tn-'" ~ at t t `'`,r ~ v~~ ,7 ' ~ , ~ : 50.5' , , ~ (11 I N t ~ i ~ ~ ~ ~ e6' I \ 1' 40.44 t ~ t ~ ~ i ~ ' ~ , _ , $6.4' ~ i ,F I ? ro in t ~ I t~,7..~'t 1 ~ + u ~ ~ ~ ' ~ ~ y ~ ~ ~ i PSB = Power Service Box 1 1 ti / ~o o, ~ ~ ~ ~ e ~,P " i 1 w 'y; , x~ ~ , ~ ' go ~ , a~~ ~a. ~ PTF = Power Transformer
I ~ 1 t +r ~ N , l I '1 ~ ~ V ~ N I t ~ t i ~ ~ t ~ / 1 I ~ ~1 4'~ '~y ~ / ~ ~0 ~ ~ I~ry/ TP - Telephone Pedestal ~ ,
ll~ ~ t ~0 , , t ~ ~ t ,~~t" ~ ~ ~ ~ i 'm„~ ~ ~ 11.89' ~ i r t . , ~ ~ 10 1 0~"~~, / TVP - Cable TV Pedestal i~ 0 t~Ot'1 t '~w3 1 7 ~ 1/ ~ ~ ; ' ~ •.85.8T F- ~ L
~ _ ~ t N29~D E ~ N1 ~ E! f N1 ' E i t ti ~`r ' r1~1~s* a9~.s3 N 3i~s~`i~",. N 52"13 E ~ ~'i>~i~`~~ i ~ ' I ¦ ~ ~ I }32.20 43'2 20' ! ~ W ' , 1 i w~ / ~',n 1 . ~ ~ .ti4i•• 138.3' "t ~ ~ ~ Cb ~ ~1~~` ~
~ 4) I ~ l r 1'v~'1,77 1 U i IV 8 , I ~ ~ ~ 1 139.8 9347A4 1N~.98 t ~ .172.6 ~ r , ~ i ;1 ,n p~~ T i 1 "~O 1 i•' _ r ~ .Qr nt Tr 'k-IO 'I / / SI E INFORMATION / ~ ,
~i 1 R \ I a.. i ~1 ~ ..r.. I ~ I' 385,06 ; t pi ! 1 I ~ ~ ~ I ~ t $i 1 1 / m t ~ ~ ~a~ v ¢ ; SUBDIVISION AREA 30.84 ACRES 1 1 u~' 1 1 m ~ ~ ~ ~ m ~r P' i a' .p~;., ' ~ 3O ; ~ \ AREA REMAINING
Z I I •m 1 i' Y I r I r, fir. i r' r' ~ m~-- - p / C j r I - '~,-0 1 ~ ,n x 11 ~ .3i,; ~ I ~0 / 0.00 ACRES 0~ 1 I_ - ~ r 1 \ Q I 1 ~ ~ , ~ y~, ~ ""1,~:~~.,~; j~+ NUMBER OF LOTS 23 O
m ~ , PHASE 1, SECiION 1' i~ ~ i ~ k I ~ i ~ ~ ~rv'~ I L . _ ~ ~t ~ I ~ I ~ r ~ ~ 277 k' f 1 1 m loo ~ LOCK A c ~ y yid ~ ~ ~ I t I ~ 277 4' j ~ 45rb r 1 ~ , • i ~ 1 J''~ 1 / ~ MINIMUM LOT SIZE 0.72
o c~ ) ~ I C AR RIDGE ~ N ~tm ;~I ~ ~I~ a ' til w ~ ~ ; N ~ i , t 1 r' ~ i~ ~ ~`x` = 1•` 111 ~~V ~ ~ ~ ~ / LINEAR FOOTAGE OF STREETS 2672'1 ' 1 I ~ 4 rS
o ro cn ~I, w ~ ' f ,,tt , • 1 f`~ I ~Z ! 1 'I ~ AREA OF NEW STREET R~W 3.17 ACRES ~ ~y a i 1 t~1 ,j25.85' j •JS 1 4~ r Al 3 5' a 1: ~ , ~ Jhle~r ~ 4 ~ ~
1 ~ m ! ~ ~ N o $t~ I ~ , t ~ % ~ I ASEi1, SE~I'ION ~I ~ ~ ~ a i ~I 1 ~o s -i m i.~ } I'r~ ~ „ ~'~G 1 ~ ' ' ' MINIMUM BUILDING SETBACK 1 ( ~ 1 ~ I I ~ i / ~Ni FIELDSI ~ 1 P I = t+00.b1 FRONT 50'
~ j. i I I / rBLOCKIh ,j ~ ~ JOErDANiFIELDSI 1 m 1 ~ i ~ ~ t i ~ l~ ~ 1 ~ I r ~ r 'ao ~ t ~ , ' r l Q~bAR ,~iDG{< , ( ~ ~ ~ DEED' ~t>OK ~8, PAGE 58Q I „ ( 6 A 1 ~ ° ~ ' I' SIDE STREET 25' ~
t { I Sp' :81. 50' MBL ~ - S 5037, ~ , - - ~ r. f i ~ ~ ~ , , ~ i f r C t 40 ~ m ~ , t ~ o --1~-------=; ` ~ s 6 SIDE 15
pew ! ~ r l r ~ 1 ~ , ' dV R L f~ES , - ~ REAR 30' $ , 9 , MINIMUM FRONTAGE AT MBL 100'
~ l .1 30.23 .r m z ; ovE~lEAO ~a E f . f ~ ~'V j 8' •t~'" ,80 ' ~ TAX PIN NUMBER - 3811-0018-3204 t i ~ !1 , 1 ~•3 ,19'06 ,Zt'£l ,b9 s..-- 00' i' M
¦ X37` s 5131" w 00'011 - ! , ,oz'zri ,rs•z W ,£9'68 ~ _ £1'r r I - ~ - _ _ _ - - _~r~-a _ _ .s-~7R y_ _'a _ ~ I~ ~ VV ~,~1 r..t _ , LTA'{-7-J _'~g_ie_ _ ~ , r ~ 0• _ . _ - , r c__ . -
N 50:37' E ~ ~ ~ ~ _ y _ _ _ _ _
_ _ _ _ - - - -`-r-' - I 171.81' 16.86'
I
10'x70' Sight Distance sement Tem rar " A^J w ~y a~ y SCALE: , _ ,
Y~1 ¦J~ /7,.arn1 nF nil infnrmr ncl~. _ _
Jill r rvuw and Gravel GRAPHIC SCALE
I I DATE: JUNE 24, 2002
i I I Construction goo a so 100 200 wo
Entrance/Exit REVISIONS JULY 17, 2002
I j SEPT 24, 2002
I j Total Disturbed Area IN FEET ( ) Revised OF
I I 1 inch = loo rt. SHEET 3.32 Acres October, 09, 2002
October, 16, 2002 FILE: P020191 PP
_ _

LEGEND
SR 1435
EIP = Existing Iron Pipe IPS = Iron Pipe Set I,
R/W = Right of Way o RIGHT WAY
PP = Power Pole ~ ~ -6' 18' g' g' L ~
s~ PKS = P.K. Nail Set SHOULDER PAV~MENT 2 5" I-2 SHOULDER DITCH • ~ r
' = Overhead Utility Lines RCP = Reinforced Concrete Pipe ~ ~ ASPHALT ~
SR 1433 EXUM ROAD CPP = Corrugated Plastic Pipe 1/4" PER FT ~ I 1 n ~ d.
~Q MBL = Minimum Building Line PER FT 1" PER FT dFc,~,OP ~ 3• r ~ ~ d.
i? PSB = Power Service Box PTF = Power Transformer
0 TP = Telephone Pedestal f. 6" ABC ~ ~ s~°~ P~ N N
o TVP = Cable TV Pedestal 6» L ~ ~ Q N
SR 1003 A - ~ ~ Z u RO D CROSS SECTION C Q _
TYPICAL EXCEPT WHERE OTHERWISE NOTED STBC ~ C J ,
VICINITY MAP N~ or ABC ~ ~ p X ~ ~ Q
LL Q W
-0 U ~ ~
C ~ ~ ~ p ~ O
J p ~ ~
p p I
~3Z~° ` 11 ~
r 3' 3' 1 d- 1 ' ,1
1' 1' 1 1 11 1 ~ ~ /1 , 1 1 ~ ~ ~ _C c0 N
~ t Z
v ~ p N ~ ,
b + -o ~ c ~ 11 ~ 1 11 ` 1 W G 1 G,
~ , W ~ ` i 1 1 'v ~ ~
1' min. 1` , ~ 1~~~ 1 C Y Z ~ ~ l i l , U O
I 1 1 1 1 - O z ~ t 1 ~ v ~ , ~ ~ ~
GRASS LINED SWALE I ~ , , ~I O\ , k c ~
CROSS SEC110N ~ ~ (NOT TO SCALE) ~ ~ 0 W
r 1~ ~ ~ ~ ~ ~ ~ ` ` ~ ' ' ~ ~
/ ~ ~
~ ~ ~ ,1 1 ~ ~ ~ ~ T I , 1 , ~ 1 ~ ~ l/ I
~ ; ; , , `1 O ~1 11 1 ~ ~l1 ~ i I
/ \ ~ 1 i1 1 1 1 , ~ ~ ~a ~ ~ ~I ,1 ,I 1 i ~ I 1 i ~ I
I I i~ ~ I
~ ~ ~ ~ 1 ~ ~ , ~ ~ ; ; ~ < , ~ Data I i\ ' i i 1 I I II \ l ~ I i~ j I
i ~ ` ~ ~ ~ W~~~ ilia r i r ~ i 1 ~ ~ / ~ ~ I I ~ I t
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, i~ I . I ~ 11 ~~1 ~ 1~ J' ~ /I I 1 j 1 1 li I 1 ~ 1 I
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1 1 ~ 1 I I O ~~_J 1 1
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; A r ~ 1 F NG a ; 6a ti
r ~ 1 ~d` ENV ; ~,~_y~ A y ; ~ . i~l i , ~ ~ 1'~ 1 r , 1Ig i . ~ , ; ~ ; i / r . ~ ~ I : Q
i i ~ if z0~ ~ ~ 'r__,, 1 ~ i ~ i ~ 11 1 ~ 1 1 I s i r ~1 /r 1 `1 ~ ~ 1 2
~ , 1 ~ 1 40 rim ~ i i ~ - , i,F , ~ ~ ~ ~ ~ - L , i ~ I 1 1 . ~ ~ l~ I ~ ~ 1 L 1 11 . ~i~lll V
r ~ r 2.09, 1 kfS ~ 1~ ~ i 1 ~ ; ilia i r ' ~ ~ r r (yi, r ~ ~ ;li'n ~ i r I I Ik 1 ~ .y ~ I Nti,~ 1 try 1 1 ~ ,p 5~~.
1 all I ~ ; ~ 1 ~ A ~ ~i~0 ~ i ~ ` y.. r 1 ~ 1 ~ 1 ~ A. R~
~ 5,x5 Qrop I~hlet ~ _ / ~ . . ~ '~+un,nl 1 1 1
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r n..
; , i
a ,
0 ~ \ ,
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GL ~ • Grass Llned Swale
0~
HIGH POINT ELEV = 178.89
LOW POINT ELEV = 177.68 HIGH POINT STA = 0+37.08 N ~ ~
LOW POINT STA = 1+88.64 ~
PVI STA = 0+19.53 PVI STA = 1+83.70 O N O
PVI ELEV = 179.50 3 ~ 4
PVI ELEV = 177.37 A.D. _ -3.38 ~ ~~,4UF ,~-cU~. ~ECZ C 0~
190 -1 _ A.D. = 2.38 f - ~ K - 45.00 - ~.m ,J N O O
- - r- - - -
r- - , ---------=1 2.10 VC - - - - h
- ~ - N- - _ _ - _ _ - 107.11 VC _ - - - - N
i _ _ao J J
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- TA: 1+83.63 - - - - - 1== - - - - _ - - INV 48 CPP - - - - v,
- - I - _ 168.00- - - .
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I ''d' 1000 I~cD O~ ~t0 OOrn OM ~I~ N~ d'N ''ww"
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r- r ~ ~ ~ © 00 0 00 00 ~O
L r r r r r r ~
0+00 1+00 2+00 3+00 4+00 5+00
SCALE: HORZ, 1 "=50'
VERT. 1"=5'
DATE: Sept. 25, 2002
REVISIONS 10/16/02
OF 7 SHEET 4
FILE:
_ _

LEGEND SR 1435
EIP = Existing Iron Pipe
IPS = Iron Pipe Set R/W = Right of Way o'
PP = Power Pole RIGHT F WAY In ~
s~ PKS = P.K. Nail Set -6' 18' g' g' L r- ~ ~ ~ SHOULDER PAY~MENi 2 5° f_2 SHOULDER DITCH ~
~ = Overhead Utility Lines ASPHALT ~ ~
~ RCP = Reinforced Concrete Pipe 1/4° PER FT ~
SR 1433 EXUM ROAD CPP = Corrugated Plastic Pipe M18L = Idinimum Building Line ~ n L 1" PER FT 1" PER FT *y~,~ ~ d.
o PSB = Power Service Box 3,~~ ~ Q
^ PTF = Power Transformer 0 Cp6 6° ABC r ~
n~ TP = Telephone Pedestal y~ ~P~ N N N ti~ e" ~ ~
o TVP = Coble TV Pedestal ~ ~ Q N
SR 1003 ROAD CROSS-SECTION C q ? TYPICAL EXCEPT WHERE OTHERWISE NOTED STBC ~ C O J
VICINITY MAP N~ or ABC 0 ~ 0 x
~ ~ q ~J.. q
~li(>
~ ~ C ~
v o 0
~ O ~ ~ oo ~
~ 3 Z ~
r 3' 3 ~ 1~ ~ ~ AA`` A - ~
1 ~ 11, ~I W 1 ~ ~ ~ ~ ' N tD I- r~
1' 1' ~ i , , C_ tD Z N ~ , 1 ~ ~ ~ ~ to
1 1~ l ~ 1~ 1 1 ~ O
, b ~ -o, ~ ~ w ~
1 w
~ , ~ t 1 C Y Z
+ ~ 1' min. ~ ~ 1 O~ ~ - U O
GRASS LINED SWALE ~ , ~ 1 ' ~ 2 ~ ~ ~ ~
CRO5S 5EC110N ~ ~ (NOT TO SOALE) ~ ~ I ~ , , 01 ~ k c ~
i 1, i / 1~ ~ ~ L~ ~ ~ 0
i i ~ ' + 1 1 ~ ~ ~ G ~ U
i i + 1~ ~ ~ ~ ~ ~ ~
/ 1 + ~ 1 . 1 p ~ ~ ~
/ - ~ 1 1 , 1 ~
~ ~ ~ ~I\ V ~ 1 ' 11 ~ 1 i / r.- ~ 1 ~ ~ ~ ~ ~ , ~ I i I 1 ~
\ \ ~ ~ \ l\1'11, X111 ~ /
~ ~ ,,,111, ~ < , ti Dat ~ ~ ~ ~ 1 - , , , Q 1 , ~ ~ , , ~ , 11+11 11111 ~ , ~ ~ ,
~ ~ ~ ~ , ~ 11;111 F>Z-400.00 ~'I / L ~ ~ ~ ~ ~ 111+ 11 ,i ~ ~ ~ ~ ~ I ~ + ~ ~ ~ ~ ~ 111 1 1~ ~ ~ _ ~ / ~ ; ~ ,,L~' i r ~ ~ ; ~ ~
i ~ 1111 1 ~-269.67 , ~ , / ~ , 1 , ~ f ,11 ,~i , rn , ~,11~ ,~1, , . ~ ;Tan=14 :19 ~ ~ i ' ~ ~ 3~ K i ~ ~ ' ~ ~ i r ~ ~
~`r~~ ~ ~ ~ +11 1 I r ~ 1 , rr it ~ r~ i r ~ i I r ~ i r r ~ , i ~
0 38,37 41 % ; ~ , V , 1 ~ 11;, 111 , , ~ ~ ~ r ~ ~ ~ ~ ' ji r ~j, i ~ 1
p ~ r~e~~l _ \ ~ ~ 1 ~ X11++' ~~~+11 ~ ~ n ' / ~~J i i ~ . ~~>c'- ~ + ~ ~ C~ + ~1 ~1 11 , ~ i ~ . B, ~ 1 9 48 P ; r .'r ti7 ~ L-- '1 ~ I r f ~ O 1 ~
I p ~ L,~ ~ C ` ~ ~ ~ ~ v ~ ~p ~ 11111 ~1j i~ i t r ~ -r r ~ ~ ~r ~ ~ ~r
. , A0, - ~ ~ 11,11 11 r---- -F~-S- i ~ i ~ ~ ~ 111 ~ ~11 i i ~ ,yam 4 , ~ ~ r ~ ~ % r i ~ t i~ k I
I l ;li( ~ , - 1 ~ r i- t r` _.i..
Es ! ~ ' p ' ~ 1 ~ i NV 1I ~ ;l i ~ I I ~ ~ ~ ~ ~ 1 i ~ r 4' ~ r ~ 11111
4'!01 ~ ~ I 1 i ~ ~ ~ + + + 1 11~ (t+l fl ~I f ~ n i ! / I / I 1 1 , 1 + + + 1 1~ 11 / / / y 1~ O ~ 3~ R i 1 1 i ' ``~IIII Ill/r~/ ' R ~ ~ ~ ,
f i~ 1 l ra , 11 i ~ 1
I r 1 7 MV! 1 _r_~ ti ~11~1 ~ ~ 1 .-r ~ 1 r ~ r :Q 9 i ~ r ~ ~ ~
I/ I ,Qi I ~ Ig.2O1 ~ 1 ~ 1 X11 1 ~ ~ O I , I I~`XIS t + . + Ip .1 ~ - -
~ ~r~ ~ 1 ~ ~ ~ , "•;F
1~ ~ i ® RCP~~' ~ 1 1 1 1 ~ rr--"~'--- r ~ ~ / r ~ I NE~, w
I WI a~ I f 1 ~ 11 1 ~ ~ ~ ~ lill liiq 1 i'I ~ s-" 1 r p 1 r Q ~k 55 k
I ~ ~ \ I 1 1 1 ~ 1~1 P ~ ~ ~ ~ / ~ ~ 51,x5 ~ rap Islet , ~ 1, , t ; k q. ~u ~ ~ ~ ~ Nnulnlt ~~1 ~ ,
' I i t I 11 1 1111i~1 lil a r ~ r 11 ~r I ~ 1 21 NCDpT STD. ~ 11;11111- ~ l ' ~ 1 ~ ~O~i7 tobt.. i 1 , ~ ~
I I 1 ( 11,,, f~ 1 ~ 1 ~ `V,i~ I I ~ 1 1 V ~ ~ ~ ~Ildnl i~ihl ~ r r ,
I 1 '1 840.1,7 ~ '11'1+;111~~~ ~ , ~ ~ 11 I o~. r .1 r r U
! , , ~ , ,1111.1111, , , ~ ~ 11.,1111 , ~ ~ , ~ 11111 ~ I ~Iv ~ 1 + ~ ~ ~'z X11'1°~; \ r ,ry, r ~l
1 ~ 1,, l
1 , I ~ . , a i

,1,~ ;al
Note: ~
~ ~ ~ Grass Lined Swale ~ ~ ~ ~ ~ ~ GL ~ - ~ ~ I ~
HIGH POINT ELEV = 178.89 ' 01
LOW POINT ELEV = 177.68 N
HIGH POINT STA = 0+37.08 LOW POINT STA = 1+88.64 b
PVI STA = 0+19,53 ~y~ sECr~ .a.m_~~ tp N ~ 0
PVI STA = 1+83.70 PVI ELEV = 179.50 y ~
PVI ELEV = 177.37 A.D. _ -3.38 ~ ~ ~0
' AD - 190 I - 2.38 C N~
- _ ~ _ _ K = 45.00 - - - _ _ r---------- _ 0 - _ - • DO
_ - ~ ~
r---------- .10 VC - - N
i= - _ VC_ _ - r------- N r..-c} -r -
I-- ~ .I J -
- N 0) r + ~ _ ~ r-M 00 _ r-- •1 , ~1' - ~
I--- + - - r_ - - - - - _ _ _ r - o-_- - - _ ~
- . - - - N ~ - I - _ _ _ W- - _ w - • -
U _ _ _ - r------- cn cn ~-fn-. _ - - . v > ~ >-v w - - - - ~o y
- m-- - > cn - ~ 0
180 r-------?t- > w-->_m _v_> m~--- w m 177.69 ~_>-w--- 1.08% I____-_ - a o ~ 1.OS% .
8%_---- _ - 1.30 L ~ ~ _ _ O
_ - ..r
O
I - _ < - A, ~V
r--- - - - t - _ - r
- r- O - I`
1- , -
r===-=------ - ; -Top of CPP - - - __172.25 I-------- _ - - a
- - r------------------------- ~
1701-===------- r------------------------- r as c
, I--- _ - - - - - - ~ c ~
- - - - - - - - - - - _ - - - I--- - _ - - TA: 1 +83.63 _ o _ _ 4
- - - - - -
- - - - _ INV 48" CPP - - I - - _ ~
- - _ - - - - 168.00
~ ~~r mao r•ca om ~-o oorn o~ u~
I r ~ c0 d' N ~ c0 I~ N ~t ~ In m 'h~ I~~ 'r 'N 'r 00~ ~ O
r~ ~o aoo
~ ~ r- r- ~ ~ r- ao ao ~0 ~ r r
0+00 1+00 2+00 3+00
4+00 5+00
SCALE:
HORZ. 1 "=50'
VFRT. 1 ".5'
DATE: Sept. 25, 2002
REVISIONS 10/16/02
OF 7
SHEET 4
FILE:
_ _