20030731 Ver 1_COMPLETE FILE_20030616

Michael F. Easley, Goven
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 22, 2003
Johnston County
DWQ Project #: 03-0731
COE Action ID # 200320775
Bayleaf Point Subdivision
APPROVAL OF 401 Quality Certification, ADDITIONAL CONDITIONS and Neuse River
Buffer Rules
Mr. Blake Lee
Post Office Box 761
Clayton, NC 27520
Dear Mr. Lee:
You have our approval in accordance with the attached conditions and those listed below, to place fill
material in up to 4,000 square feet (0.09 acres of buffers) for the purpose of constructing two stormwater
outfall pipes from the edge of the wetlands to the Moccassin Creek Canal at Bayleaf Point subdivision,
as you described in your modified application dated December 10, 2003 (received December 11, 2003).
After reviewing your application we have decided, this fill is covered by General Water Quality-
Certification Number 3402. This certification allows you to use Nationwide Permit Number 39 when
the Corps of Engineers issues it. This approval is also valid for the Neuse River buffer rules (15A
NCAC 2B .0233). 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.
Conditions of Certification:
1. 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 to notify
the state in order to assure compliance for future wetland and/or water impact. These
K E
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
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. An additional condition is that stormwater shall be directed to sheetflow at non-erosive
velocities into the wetlands on site as shown on the amended application dated December
10, 2003. Ditches or swales shall not be cut through the wetlands from the stormwater
drainage pipes.
3. An additional condition is the final written stormwater management plan dated December
10, 2003 from Southwind Surveying and Engineering is hereby approved and shall be
constructed as designed. Also, before any permanent building is occupied at the subject
site, the stormwater management facilities, as approved by this Office, must be constructed
and operational, and the stormwater management plan, as approved by this Office, shall be
implemented. A signed Operation and Maintenance Plan for the stormwater facilities
(level spreaders and preformed scour holes) must be received by DWQ by February 1,
2004.
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit.
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 919-571-4700.
Sincerely,
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
V
?.E., D rector
Lee R. Hines, Jr.; Southwind Surveying and Engineering; 201 Glen Road; Garner, NC 27529
N
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5UIZVEMNGANC
w SURVEYING /ENGINE
201 GLEN ROAD
1 GARNER, NC 27529
919-773-0183
919-773-0148 (FAX)

INC.
/ LAND PLANNING
E December 10, 2003
WETLANDS/ 401 GROUP
S
Mr. John Dorney DEC 11 2003
NC Division of Water Quality, Wetlands/401 Unit WATER
1650 Mail Service Center QUALITY SECTION
Raleigh, NC 27699-1650
Subject: Bayleaf Point Subdivision, Lizzie Mill Road (SR 1001), Selma, NC
DWQ Project Number 03-0731
Dear John:
Please find attached the additional information requested for the subject project during our
discussion on December 8, 2003. As you requested, I have removed the filter strips from the
wetlands areas at Site #I and Site #2, which eliminates excavation of the wetlands and allows the
wetlands area to treat the stormwater prior to its entry into the buffer.
At Site #1, a level spreader has been added prior to the wetlands to provide diffuse flow. I have
attached a level spreader detail recommended by Mr. Bob Zarzecki with proposed dimensions
and notations. A preformed scour hole (plunge pool) has been added at Site #2, and the proposed
30" RC pipe at this location has been replaced with two smaller pipes, as you requested. I have
also attached the preformed scour hole detail with proposed dimensions and notations. Detail
drawings of the level spreader and the preformed scour hole have been added to the construction
drawings.
I trust that these revisions are sufficient to meet your requirements. Your earliest review and
response would be greatly appreciated. Please feel free to contact me if you have any questions
or need additional information. Thank you for your assistance.
Sincerely,
4'a 4 Attachment

LRH/
cc: Mr. Blake Lee
Lee R. Hines, Jr. (Richie), PE
201 GLEN ROAD GARNER, NORTH CAROLINA PHONE: [phone] / FAX: [phone]

MINIMUM STANDARD 3.14 CHAPTER 3
Level Spreader
LEVEL Sr READER
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JUTE, OR EXCELSIOR
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SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
R NG/ENGINEERINGILAND NG DEVELOPMENT
SHEET NO.
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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 8, 2003
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
F.W. and Blake Lee
Post Office Box 761
Clayton, NC 27520
DWQ Project No. 03-0731
Johnston County
Page 1 of 2
Subject Property: Bayleaf Point Subdivision, Lizzie Mill Road (SR1001), Selma, NC
Moccassin Creek [03-04-02, 27-53-(0.5), C NSW (nutrient sensitive)]
REQUEST FOR MORE INFORMATION
Dear Mr. Lee:
On June 16, 2003, the Division of Water Quality (DWQ) received your application dated June 11, 2003 to
impact 0.10 acres of wetlands and 500 square feet (ft) of protected riparian buffers to construct a vegetative
filter strip at the subject property. The DWQ has determined that your application was incomplete and/or
provided inaccurate information as discussed below. On November 12, 2003, the DWQ received your
additional information dated November 6, 2003. The DWQ discussed this information with you on November
24, 2003 in which you stated that you plan to redesign the project to better comply with DWQ regulations. The
DWQ will require additional information in order to process your application to impact protected wetland,
streams and/or buffers on the subject property. Therefore, unless we receive the additional information
requested below, we will have to move toward denial of your application as required by 15A NCAC 2H .0506
and 2B .0233(8) and will place this project on hold as incomplete until we receive this additional information.
Please provide the following information'so that we may continue to review your project.
Additional Information:
1. It is not clear in your plans how you intend to comply with the diffuse flow requirement of the Neuse
Buffer Rule [15A NCAC 02B .0233(5)]. All constructed stormwater conveyance outlets shall be directed
to flow in a diffuse manner at non-erosive velocities through the entire protected stream buffers without
re-concentrating. If this is not possible it may be necessary to provide stormwater facilities that are
considered to remove nitrogen. Additionally, the DWQ requires that a stormwater management plan for
this project be submitted in order to complete the review of your application. The plan shall specify all
stormwater discharge points, plan details, and calculations to indicate that diffuse flow through the
protected buffers or nitrogen removal as described above will be achieved.
2. It appears that your proposed plans to create a ditch/swale through jurisdictional wetlands may
potentially drain the jurisdictional wetlands. Please provide justification as to how your project will not
drain jurisdictional wetlands.. (You may choose to evaluate the potential of discharging (via sheet flow)
stormwater into the jurisdictional wetlands without excavating through the wetlands.)
3. The DWQ understands that you plan to redesign your project to better comply with DWQ regulations.
. Please note that your project will remain on hold until we receive this additional information. Please
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Micnael F. Easley, Governor
Page 2 of 2
contact me at [phone] if you have any questions or would like to set up a meeting regarding this
matter.
Please respond within three weeks of the date of this letter by sending this information to me in writing and Mr.
Steve Mitchell of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or
protected buffers. Please be aware that any impacts requested within your application are not authorized (at
this time) by the DWQ.
Sincerely,
Dorney,
tlands/401 Unit :D
cc: Lee ("Richie") Hines Jr., PE, Southwind Surveying & Engineering, Inc., 201 Glen Road, Garner, NC 27529
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWO030731
December 8, 2003
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® SURVEYING/
1201 GLEN ROAD
GARNER, NC 27529
919-773-0183
919-773-0148 (FAX)
E November 6, 2003

NO V .1 2 2003
S
Mr. Todd St. John
NC Division of Water Quality,
1650 Mail Service Center
Raleigh, NC 27699-1650
Wetlands/401 Unit
Subject: Bayleaf Point Subdivision, Lizzie Mill Road (SR 1001), Selma, NC
DWQ Project Number 03-0731
Dear Todd:
WATER QUAUIY SECTi ?V
Please find attached the additional information requested for the subject project during the conference call
discussion with you and Mr. Bob Zarzecki. To address water quality issues, we have proposed filter strips
to remove nitrogen. We are also providing decreased stormwater velocities and diffuse flow before the
buffer with the proposed level spreaders and temporary rock check dams.
In light of the fact you appear inclined to deny my client's request, I respectfully submit the following. We
submitted the PCN Application on June 13 of this year. My client received US Army Corps of Engineers
approval (NWP 39) for ditching and draining 0.48 acres of wetlands approximately two weeks after
submittal. On September 11, we received a letter from your office dated August 14 that requested more
information. The date of your letter indicates that it took almost one month for the letter to get from your
office in Raleigh to our office in Garner. I sent you a fax with the additional information you requested on
September 24 and then placed the original in the mail. Almost six weeks passed without a response from
you until I contacted you this week. Though the Corps of Engineers approved our proposal to place filter
strips through the wetlands more than three months ago, you informed me that you are inclined to deny the
request because of the wetlands impact. I understand that USACE approval does not necessarily coincide
with or indicate DWQ approval, but for three months now my client has been expecting your approval as
well. He has missed the majority of the construction season this year while waiting for this final permit
from DWQ. Your earliest review and response would be greatly appreciated.
Please feel free to contact me if you have any questions or need additional information. Thank you for
your assistance.
Sincerely,
?&f.',?.
Lee R. Hines, Jr. (Richie), PE
Attachment
LRH/
cc: Mr. Blake Lee
201 GLEN ROAD GARNER, NORTH CAROLINA PHONE: [phone] / FAX: [phone]
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Wilmington District
Action ID: 200320775 County: Johnston
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner F.W. & Blake Lee
Address P.O. Box 761
Clayton, NC 27520
Telephone Number 919-553-5284
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the north side of Lizzie Miil Road (SR 1001), approximately 1000 feet west of the railroad
tracks, in Selma, Johnston County.
Description of Activitv: This permit authorizes mechanized landclearing and excavation associated with
the installation of two drainage easements for the Bayleaf Point Subdivision. Impacts to wetlands
authorized by this permit include 0.48 acre, which include the excavation of the drainage features in
addition to the estimated acreage of wetlands that will be drained as a result of work.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
39 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Amanda D. Jones at telephone number (919) 876 - 8441 extension 30
Regulatory Project Manager Signature y?'Y' -a-A,_
DateJune 25, 2003 Expiration Date June 25, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
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SURVEYING AND 201 GLEN ROAD
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919-773-0183
919-773-014$ (FAX)
R G DEVELOPMENT
SHEET NO.
1
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OIJTNWIND
51-1WEYINGAND ENGANEEMNG, INC.
01 GLEN ROAD
ARNER, NC A27529
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19-773-0183
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19-773-0148 (FAX)
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Mr. Todd St. John
NC Division of Water Quality,
1650 Mail Service Center
Raleigh, NC 27699-1650
E September 24, 2003
Wetlands/401 Unit
Subject: Bayleaf Point Subdivision, Lizzie Mill Road (SR 1001), Selma, NC
DWQ Project Number 03-0731
Dear Todd:
9
800?
In response to your letter dated August 14, 2003 and received by my office on September 11, 2003, please
find attached the additional information requested for the subject project.
I have included the Buffer Impact Justification that was submitted with the PCN for your reference. As the
Justification outlines, the existing berm and access road located in the riparian buffer for Moccasin Canal
do not allow for the conversion of concentrated flow into diffuse flow before the buffer. Storm drain pipes
are proposed to be installed through the berm to prevent standing water. Though the Town of Selma and
the developer desire installation of storm drain from the street outlets to the buffer, vegetated filter strips
are proposed instead to provide nitrogen removal. I have attached calculations detailing the design of the
filter strips at each site that I hope will be of assistance in your further review.
Please note that the calculations for the Site # 2 filter strip require a bottom width of 22 feet to meet design
standards. Although this filter strip can be constructed to design dimensions, we would prefer for aesthetic
reasons to reduce the bottom width and add additional measures to slow velocity or remove nitrogen at
your recommendation (check dams, different grass or plant material, etc.). Your consideration of this
request is appreciated
Please feel free to contact me if you have any questions or need additional information. Thank you for
your assistance.
Sincerely,
Lee R. Hines, Jr. (Richie), PE
Attachments
LRH/
cc: Mr. Steve Mitchell
201 GLEN ROAD GARNER, NORTH CAROLINA PHONE: [phone] / FAX: [phone]

Wetlands and Riparian Buffer Impact Justification
Bayleaf Point Subdivision
Selma 'T'ownship, Johnston County
Background Information
The current land use of the subject property is cutover woods and agricultural fields. The
property is bounded on the west side by Moccasin Creek canal. Moccasin Creek was
channelized approximately 25 years ago to help alleviate flooding problems in the Selma area.
The spoil material from the channelization was placed on the east side of the creek, which
created a berm along the west side of the subject property. No drainage pipes were installed in
the.berm to allow the adjacent property to drain. This damming effect created the wetland area
that now exists on the property. Prior to channelization of Moccasin Creek, the subject property
naturally drained to Moccasin Creek.
Proposed Impacts
The proposed impacts to the wetlands and riparian buffer consist of construction of grass lined
swales and storm drain pipes perpendicular to Moccasin Creek, to convey stormwater from the
proposed residential development to the creek. To minimize impacts, only two stormwater
outlets are proposed. The stormwater outlets are necessary to prevent flooding of the homes
within the proposed development. No streets or other improvements are proposed within the
wetland or riparian buffer areas.
Justification/Minimization
The existing berm along Moccasin Creek does not allow for converting concentrated flow to
sheet flow before entering the buffer. The Town of Selma will take over maintenance of the
stormwater facilities after construction. They desire that the stormwater be piped all the way to
the creek for maintenance purposes. The developer would also prefer this to avoid additional
standing water, which will attract mosquitoes and provide a negative appearance. However, to
provide treatment of the stormwater before entering the creek, vegetated filter strips are proposed
between the outlets at the street, and the culverts under the berm. The culverts are required
under the berm because the berm is used as an access road to otherwise landlocked property, and
for maintenance of the canal.
Impacts to Zone 1 of the riparian buffer will be minimal because this area is already cleared and
is being maintained as an access road. The Zone2 area will be revegetated with grass after
construction. The total disturbance to the wetland areas will be limited to approximately 0.10
acres.
No mitigation is proposed for the buffer or wetland impacts because the wetlands impacts are
less than 1/3 acre, and the riparian buffer is already disturbed with an access road. The
disturbance of the buffer and wetlands is required due to channelization of Moccasin Creek and
subsequent berm construction, which created a hardship on the property owner.
Filter Strip Calculations
Filter Strip design requirements are taken from the Johnston County Stormwater Design
Manual. Once properly constructed, periodic inspections will be made to insure that all
gullies and eroded areas are repaired and that the grass is being maintained at the correct
height to facilitate function of the strip.
Site # 1
Requirement 1:
Velocity entering the filter strip may not exceed 1 fps during the 10-Year Storm. Flow
enters the filter strip through a RC pipe accepting stormwater flow from the proposed
street.
Use the Rational Method to calculate the flow during the 10-Year Storm.
Calculate Qio
Qio = C Iio A Rational Method
Qio = (0.45)(6.13 in/hr)(0.39 acres)
Qio =1.08 cfs
Calculate Entrance Velocity
Q= V A Rearrange to V= Q/ A
In Site # 1, the pipe outlets into a short ditch section prior to entering the filter strip. Use
the Normal-Depth Procedure (description attached), an iterative process based on
Manning's Equation, to calculate the depth of flow at a given ditch cross section. The
depth of flow is used to calculate the cross-sectional area of flow, which is then used to
calculate the velocity of flow entering the filter strip.
Iterations show that the velocity of flow is equal to approximately 1 fps when the bottom
width of the ditch is 5 feet. Once the velocity is slowed through this initial outlet ditch
section of 5 foot bottom width, the outlet ditch transitions into a filter strip of dimensions
as indicated.
Requirement 2:
The bottom width of the filter strip is determined by the width of flow in the 2-Year
Storm at a flow depth of 0.5 feet.
Calculate Q2
Q2 = C I2 A Rational Method
Q2 = (0.45)(4.76 in/hr)(0.39 acres)
Q2 = 0.84 cfs
Use Depth-Limited Procedure to Determine the Bottom Width
Iterations show that the bottom width is approximately 2.7 feet in the 2-Year Storm with
0.5 feet flow depth. Use 3.0 feet as final dimension for ease of construction.
Requirement 3:
The velocity in the filter strip shall be less than 2 fps in the 10-Year Storm.
V=Qio/A
Calculate A
A=By+My2
A = (3)(0.5 ft) + (3)(0.5 ft)2
A = 2.25 sf
V 1.08 cfs / 2.25 sf = 0.48 fps 0.48 fps < 2 fps OK
Final Filter Strip Dimensions at Site # 1
Bottom Width: 3 feet
3:1 Side Slopes
0.5% Slope
Length: Minimum of 20 feet since the filter strip slope is less than 1.0 %
Site # 2
Requirement l:
Velocity entering the filter strips may not exceed 1 fps during the 10-Year Storm. Flow
enters the filter strips through RC pipes accepting stormwater flow from the proposed
street. A rip rap energy dissipator is proposed to create a non-erosive velocity into the
filter strip.
Requirement 2:
The bottom width of the filter strip is determined by the width of flow in the 2-Year
Storm at a flow depth of 0.5 feet.
Calculate Q?
Q2 = C I2 A Rational Method
Q2 = (0.45)(4.76 in/hr)(8.46 acres)
Q2 = 18.12 cfs
Use Depth-Limited Procedure to Determine the Bottom Width
A Reis = Q n
1.49 ?s
Iterations show that the bottom width is approximately 16.0 feet in the 2-Year Storm with
0.5 feet flow depth.
Requirement 3:
The velocity in the filter strip shall be less than 2 fps in the 10-Year Storm.
Calculate Qio
Qlo = C Ilo A Rational Method
Qio = (0.45)(6.13 in/hr)(8.46 acres)
Qio = 23.34 cfs
V=Qio/A
Calculate A
A=By+My2
A = (16)(0.5 ft) + (3)(0.5 ft)2
A = 8.75 sf
V=23.34 cfs/8.75 sf=2.67 fps 2.67 fps>2fps NOT OK
If B = 22', A = By + My2 = (22)(0.5 ft) + (3)(0.5 ft)2=11.75 sf
V = Q / A = 23.34 cfs / 11.75 sf =1.99 fps 1.99 fps < 2 fps OK
Increase the bottom width to 22 feet to reduce velocity to less than 2 fps.
Final Filter Strip Dimensions at Site # 2
Bottom Width: 22 feet
3:1 Side Slopes
0.5% Slope
Length: Minimum of 20 feet since the filter strip slope is less than 1.0 %
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IN
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Y'C -'`
Rom UL 'f0VVL5tn ?n LOW\/ 5? f mwoaty Dtsio rl Awov,
Buffers shall be maintained in accordance with the Neuse River Riparian Buffer Rules.
To gain the nitrogen reduction credit for installing filter strips, the filter strips shall meet the following
criteria:
1) Sheet flow must be established and maintained through the filter strip.
2) The slope of the filter strip shall not exceed 4%.
3) Velocities entering the filter strip should not exceed 1 fps during the 10-yr storm.
4) Minimum flow length through the filter shall be 20' for a 1% or flatter slope. As the slope
gets steeper, flow length must increase proportionally (e.g., for a 4 % slope, the minimum
slope length is 80 feet).
5) The width of the vegetated filter shall be sized by calculating the width of flow from the 2-
yr storm with a flow depth of 0.5 feet. The velocity in the vegetated filter shall be less
than 2 fps for the 10-yr storm.
6) The filter strip shall be planted with a permanent grass such as Bermuda or fescue.
Maintenance for filters shall be provided as follows:
1) Mow to recommended grass height.
2) Erosion gullies shall be repaired and stabilized.
3) Use fertilizer as recommended by the MRCS office sparingly to get grass established.
57 Revised 10/00
Appendices

3P°
141
N
_N
U)
CL
co
L
_Q
Ir
0
LO
0.4`
°V luu 200 500 1000
Discharge (ft3/sec)
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw < 0.5 diameter).
8.06.3
48 L.F. 15" RCP-
INV.=167.50, .

IV
Ole
?I r
INV.=166.87 i
48 L.F. 36" RCP.. LIMr/
50' RIPARIAN BUFFER .1 E / % / Gn f a SITE
ZONE 1 (30')
36" FES >/
>/
INV.=167.5 o-
r' ?
rr / / 3 > i VICINITY MAP
NOT TO SGAJ.E
ROCK SILT
CHECK(T-r.) ' SITE X42
VEG. FILTER STRIP
ZONE?2 (2 0' UTILITY & DRAINAGE SLOPE: 0.5%
> EASEMENT BOTTOM: 22'
SIDE SLOPE: 3:1
/ TEMP, LINING: STRAW W/ NETTING
/ wOpO 3 >/ ` PERM. LINING: GRASS
>/ -7 3
/ >/ >/ :? IP RAP ENERGY DISSIPATOR
>/ BE / ??/ DANE r TI,ANDS (TO
woo TRAAP HAS BEEN
REMOVED)
.4'
>/ >/ >/ >/ TEMP. SEDIMENT 050- 0.4
t4'
LENGTH=
3 ?• ` T-2 WDTH(AT PIPE OUTLET)- 12'
TRAP
TRAP T; L=55 VADTH (AT DISSTPATOR OUTLET)=-18'
e ? D=2.5'
INV.=168 . WETLANDS FES INV.=168.50
Zl?
SITE #I
%yp5 VEG. FILTER STRIP
SLOPE: 0.5%
y BOTTOM: 3'
r . 1 SIDE SLOPE: 3:1 '
r'
TEMP LINING: STRAW W
' ROCK SILT i PERM LINING: GRASS
CHECK(TYP.) 11 7
20' U11UTY & DRAINAGE
EASEMENT
1Q
TEMP, SEDIMENT
TRAP T-1
W=12', L=24' 12
INLET
PROTECTION
(TYP.)
t
BAYLEAF POINT
ARKS AND RECREATI
3.62 acres
22

MAP
WETLANDS
DESGNEO MJH
DRAAN MJH/TMH
CNECKED LRH
PROA ENG, LRH
25 /
24 / PHAS
PHAS
PHASE V
ASE III
I mirT
23 I <I<
DATE: SEPT 2003
SW PRO4 d 02-0561
t DWG FILE 4
SCALE
HORIZONTAL:
1"=60'
VERTICAL:
?3wa?31oAr
A4??? ,,,. at?se
Irs S jo?
SEAL a
1 226:13 0
a ?
yygg??x
09 ?Z? ?a3
SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
N ,N T

SHEET NO.
1
OF,
1
09/24/03 12:54 FAX [phone] SOUTHWIND SURVEYING L0001
201 Glen Ro9d
Gamar, North Carolina 27529
Phone: [phone]
Fax: [phone]

TWO Todd St John
S olu thw ind Surve ying
,8, E ngin eeri ng, In c

NMODS,40'
P
SEP 2 4 2003
MTERQUALITY
SEM%
Front Lee R. Hines, Jr. (Mchie), PE
Fax: 73M893 Page= 9, Including this sheet
-
Plwnet 733-1786 Dates 9124103
RM Bavieaf Point CCi
I3 Urgent X For Review ? Plese Corwnent ? Please Reply ? Plea Recycle
e Comments:
Todd,
Please find attached the additional information n~quested in your letter dated August 14, 2003
Gonceming the subject projea I hope this clarifies any questions you have. The hard copy is in the
mail.
Please feel free to contact me if you have any questions or need additional information.
Mchie Hines
please cordadt us at (919) 7730183 if you do not receive aA of the pages indicated above.
09/24/03 12:54 FAX [phone] SOUTHWIND SURVEYING
N
41nom-Hwlr?--v
SUIN?^J V r r rti&. M.
W SUFNE1fN4 f EMMEER1NO AAA ran E September 24
2003
IL a ,
zot CtaJ RoAO
G?RNE(i, TlC 2YS29
914-773-0193
919-773-0148 (FAX)
1& Todd Si- john
NC Division of Water Quality, Wetlands/401 Unit
1650 Mad Service Center
Raleigh, NC 276991650
Subject: EayleafPoint Subdivision, Lizzie IM Road (SR 1001), Selma, NC
DWQ Project Number 03-0731
Dear Todd-
In response to your letter dated August 14, 2003 and received by my office on September 11, 2003, please
find attached the additional information req-csted for the subject project
I have included the BufEtx Impact Justification that was submitted with the PCN for your reference. As the
rustification outlines, the existing berm and access road locoed in the riparian buffer for Moccasin Canal
do not allow for the conversion of concentrated flow into diffuse low before the buffer. Storm drain pipes
are proposed to be nwtalled through the berm to prevent standing water. Though the Town of Selma and
the developer desire installation of stonn dmn from the suwt outlets to the buffer, vegetated filter strips
are proposed instead to provide nitrogen removal. I have attached ealruLWons detailing the design of the
filter strips at each site that I tiptoe will be of assists= in your £mther review-
Please note that the calculations for the Sitc # 2 filter snip require a bottom width of 22 feet to meet design
standards- Althougb this filter strip can be constructed to design dimensions, we would prefer for aesthetic
reasons to reduce the bottom width and add additional measures to slow velocity or remove nitrogen at
your recom meodation (check dams, di$erent grass or plant material, etc.). Your consideration of this
request is appreciated-
Please feel free to contact me if you have any questions or need additional information. Tbank you for
your assistance.
sincerely,
I= R. Nines. Jr. Mkhie), M
Attachments
LRIV
cc: Mr. Steve Mitchell
10002
201 GLEN ROAD GARN-R, NORTH CAROLINA FHOVE: 919-773-0183 / FAX: [phone],48
09/24/03 12:54 FAX [phone] SOUTHWIND SURVEYING 10003
7
Wetlands and ]Riparian Buffer Impact Justification
Dayleaf Point Subdivision
Selma Township, Johnston County
Backgroiind Information
The current laud use of the subject property is cutover woods and agricultural fields. The
property is bounded on the west side by Moccasin Creek canal. Moccasin Creek was
channelized approximately 25 years ago to help alleviate flooding problems i-u the Selma area-
The spoil material from the rnhanndization was placed on the east side of the creep, which
created a berm along the west side of the subject properiy_ No drainage pipes were installed in
the berm to allow the adjacent property to dram This damming effect created the wetland area
that now exists on the property- priorto channelizatiou of Moccasin creek the subject property
naturally drained to Moccasin Creek.
Proposed Impacts
The proposed impacts to the wetlands and riparian buffer consist of construction of grass lined
swales and storm drain pipes perpendicular to Moccasin Creep to convey stormwater from the
proposed residential, development to, the creek To minimize impacts, only two stounwater-
outlets are proposed. The stormwater outlets are necessary to prevent flooding of the homes
within. the proposed development_ No streets or other improvements are proposed within the
wetland or riparian buffer areas.
Justification/Mini m, zation
The existing berm along Moccasin Creak does not allow for conv erring concentrated low to
sheet flow before entering the buffer. The Town of Selma will take over maintenance of the
stormwater facilities after construction. They desire that the stormwater be piped all the way to
the creek for maintenance purposes. The developer -would also prefer this to avoid additional
standing water, which will attract mosquitoes and provide a negative appearance. However, to
provide treatment of the stormwater before eatering the creep vegetated filter strips are proposed
between the outJ,ets at the street, and the culverts under the berm- The culverts are required
under the berm because the berm is used as an access road to otherwise landlocked property, and
for maintenance of the canal,
Ympacts to Zone 1 of the riparian buffer will be minimal because this area is already cleared and
is being mnaintained as au access road- The Zone2 area -will be revegetated with grass after
constructionx. The total disturbance to the wetland areas will be limited to appro).mately 0.10
acres.
No =tigation is proposed for the buffer or wetland impacts because the wetlands impacts are
less than, 1/3 acre, and the riparian bier is already disturbed with an'access road The
disturbance of the buffer and wetlands is required due to chaimelization ofMoccasin. Creek and
subsequent berm construction, which created a hardship on the property owner.
09/24/03 12:55 FAX [phone] SOUTHWIND SURVEYING
Filter Strip Calculations
Filter Strip design requirements are taken from the Johnston Counter Stormwater Design
Manua]. Once properly constructed, periodic inspections will be made to insure that all
gullies and eroded areas are repaired and that the grass is being maintained at the correct
height to facilitate function of the strip.
Site # 1
Requirement 1:
Velocity entering the filter strip may not exceed 1 fps during the l 0-Year Storm Flow
enters the filter strip through a RC pipe accepting stornrwater flow from the proposed
Street_
Use the Rational Method to calculate the flow during the I0-Year Storm.
Calculate 010
Q10 = C I10 A Rational Method
Q10 (0.45)(6.13 in/hr)(039 acres)
Q10 =1.08 cfs
Calculate Entrance Velocity
Q=VA Rearrange toV=Q/A
In Site # 1, the pipe outlets into a short ditch section prior to entering the filter strip. Use
the Normal Depth Procedure (description attached), an iterative process based on
Manning's Equation, to calculate the depth of flow at a given ditch cross section. The
depth of flow is used to calculate the cross-sectional area of flow, which is then used to
calculate the velocity of flow entering the filter strip.
Iterations show that the velocity of flow is equal to approximately 1 fps when the bottom
width of the ditch is 5 feet. Once the velocity is slowed through this initial outlet ditch
section of 5 foot bottom width, the outlet ditch transitions into a filter strip of dimensions
as indicated
Requirement 2-
The bottom width of the filter strip is determined by the width of flow in the 2-Year
Storm at a flow depth of 0.5 feet.
Calculate QZ
L0004
Qz = C 12 A Rational Method
Q2 (0.45)(4.76 Whr)(0.39 acres)
Q2=0.84efs
09/24/03 12:55 FAX [phone] SOUTHWIND SURVEYING
Use Depth-Limited Procedure to Determine the Bottom Width
Iterations show that the bottom width is approximately 2.7 feet in the 2-Year Storm with
0.5 feet flow depth. Use 3.0 feet as final dimension for ease of construction.
Requirement 3:
The velocity in the filter strip shall be less than 2 fps in the 10-Year Storm,.
V=Qio/A
Calculate A
A=By+My?
$)z
A= (3)0.5 ft) + (3)(0.5
A = 2.25 sf
V 1.08 cfs / 2.25 sf = 0.48 fps 0.48 fps < 2 fps OK
Final Filter Strip Dimensions at Site # 1
Bottom Width: 3 feet
3:1 Side Slopes
0_5% Slope
Length: Minimum of 20 feet since the filter strip slope is less than 1.0 %
Site # 2
Requirement 1:
Velocity entering the filter strips may not exceed 1 fps during the 10-Year Storm. Flow
enters the filter strips through RC pipes accepting stormwater flow fzom the proposed
street- A rip crap energy dissipator is proposed to create a non-erosive velocity into the
filter strip-
Requirement 2,
The bottom width of the filter strip is determined by the width of flow in the 2-Year
Storm at a flow depth of 0.5 feet.
Calculate C2
lQ 005
Q2 = C I2 A Rational Method
Q2 = (0.45X4.76 in/bi-X8.46 acres)
Q2 =18.12 cfs
09/24/03 12:55 FAX [phone] SOUTHWIND SURVEYING
Use Depth-Limited Procedure to DetemiWe the Bottom Width
A R? On
1.49 ?s
Iterations show that the bottom width is approximately 16.0 feet in the 2-Year Storm with
0.5 feet flow depth.
Requirement 3:
The velocity in the filter strip shall be less than 2 fps in the 10-`bear Storm
Calculate Q Lip
Qio = C Iio A Rational Method
Q10 _ (0.45)(6.13 in/hr)(8.46 acres)
Qiu = 23.34 cfs
V=Qio/A
Calculate A
A=By+MY2
A = (16)(0.5 ft) + (3)(0.5 ft)2
A = 8.75 sf
V ° 2334 cfs / 8,75 sf= 2.67 fps 2.57 fps > 2 fps NOT OK
If B = 22', A =Fay + Myz = (22)(0.5 ft) + (3)(0.5 fir)2=11.75 sf
V= Q/Am-- 23.34cfs111.75sf=1.99 fps 1.99 fps<2fps OK
Increase the bottom width to 22 feet to reduce velocity to less than 2 fps.
Final Filter Strip Dimensions at Site # 2
Bottom Width: 22 feet
3:1 Side Slopes
0.5% Slope
Length: Minimum of 20 feet since the filter strip slope is less than 1.0 %
1&006
09/24/03 12:55 FAX [phone]. SOUTHWIND SURVEYING LO 007
it A(DYMG?(^ P fn !YO.C,6kF6 ?iGYI?GIM `? ?i? 0v)
A7- z/S n
19 JS
7?4[ Y 1E1
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?QqSm
got,
R avid F- M, Vn VWW.V\ vaA^ bated em Oyinm-CA oti't? ctit to
a,Y1,Olds aye, k- -wo . lra(Ues, Ass 10, vaLvf,?. of ? avid y avt
Vc-;pfd cw-d CW5?t. + Wrtctfy1fih dofi -Mod SOf of TRt I va*V1
'Cqua[5?tit rl`?M - mnd sf`dc, of jpc quad am a/nA mmnjm? js
fl
?euircd 1-?9, uva?falo?
civ vptfi-l i5av a4 yov have flt dTP o ? f low
- 41. a ..q I'"' bo.11 owt . w dl [1 ?...??•
C&U la,fiOm av-?, s[Wl ???il( (0
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A I so vc,7c pI ?ua's, tk, bD-H I wlo h r a? d 8{u(M
aqt? y f 0 `` a(Tth - Gi nlil-cd '
09/24/03 12:56 FAX [phone] SOUTHWIND SURVEYING U008

ROM IV G 'foyyt bb 1 L uytty 5? f 1/Y wuutv ?i4.?1? ?1 N?IrV?UOIr`
Buffers shall be maintained in accordancb with 1he Neuse River Riparian Buffer Rules.
To gain the nitrogen reduction credit for installing filter strips, the filter strips shall meet the following
criteria:
1) Sheet flow must be established and maintained through the filter strip.
2) The slope of the filter strip shall not exceed 4%.
3) Velocities entering the filter strip should not exceed 1 fps during the 10-yr storm.
4) Minimum flow length through the filter shall be 20' far a 1 0/,, or flatter slope. As the slope
gets steeper, flow length must increase proportionally (e.g., for a 4 % slope, the minimum
slope length is 80 feet).
5) The width of the vegetated filter shall be sized by calculating the width of flow from the 2-
yr storm with a flow depth of 0.5 feet. The velocity in the vegetated filter shall be less
than 2 fps for the 10-yr storm-
6) The filter strip shall be planted with a permanent grass such as Bermuda or fescue.
Maintenance for filters shall be provided as follows:
1) Mow to recommended grass height.
2) Erosion gullies shall be repaired and stabilized.
3) Use fertilizer as recommended by the NRCS office sparingly to get grass established.,
57 Revised 10/00
09/24/03 12:56 FAX [phone] SOUTHWIND SURVEYING
i
n - sa ` E ?dE . ' a cif i
9Qo
Cl- 1--V
IQJ009
Appendices
m
N
ro
_Q
0
70
D _4r
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum failwater condition (Tw c 0.5 Demeter).
8.06-3
- -- au 1uu 200 Soo 1000
Discharge (01sec)
11/04/03 17:22 FAX [phone] SOUTHWIND SURVEYING V1001

201 Glen Road
Gamer, North Carding 27529
Phone: [phone]
Fax: [phone]
- I =rta
S ou thw ind Surve ying
& E ngin eeri ng, In c
T« T t ?' ^''" Frorre Lee R. Hines, Jr. (Richie), PE Ofiz
Fa= 733-6893 Pages: 2, Including this sheet
Phom 733-1786 Date; 11/03/03
Re: Bayleaf Pointe Cc:
? Urgent X For Review ? Please Cc r ent 13 Ple Reply ? Please Recycle
e Commentm
Per your request during our conversation this afternoon, this acknowledges that we will revise the
application for the subject project to include level spreader installation prior to the riparian buffer to
provide dffwe flow. I understand that the project will be placed on hold until you receive this additional
information. Upon checking the project folder, I found USAGE Approval to construct the fitter strips
through the wetlands as proposed. I have attached a copy of the approval to this fax, and will mail a
copy foryour file when I submit the additional information.
Please do not hesitate to contact me at 773-0183 or at [e-mail] if you have any
questions or need additional information. Thank you for assistance.
Richie Hines
Please cordaGt us at 919 773-0183 it ou do nat receive all of the pages indicated above.
11/04/03 17:22 FAX [phone] SOUTHWIND SURVEYING 1002
,, .
^0py
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID; 200320775 County: Johnston
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner F.W-- & Blake Lee
Address P.O. Box 761
_ Clayton NC 27520
Telephone Number 919-553-5284
Size and Location of Property (waterbody, Highway name/namber, town, etc.): The property is
located on the north, side of Lizzie Mill Road (SR 1001), approximately 1000 feet west of the railroad
tracks, in Selma, Johnston County.
Description of Activity': This permit authorizes mechanized landclearing and excavation associated with
the installation of two drainage easements for the Bayleaf Point Subdivision. Impacts to wetlands
authorized by this permit include 0.48 acre, which include the excavation of the drainage features in
addition to the estimated acreage of wetlands that will be drained as a result of work.
Applicable Law: X Section 404 (Clean Water Act, 33 U SC 1344) only.
ection 14 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
39 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvalsipermits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Amanda D. Jones at telephone number 919 876 - 8441 extension 30
Regulatory Project Manager Signature.
Date June 25, 2003 Expiration Date June 25, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (>r7.LE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
11/04/03 17:22 FAX [phone] _ SOUTHWIND SURVEYING 10001
! r
2a1 Glen Road
Gamer, North Carolina 27529
Phone: [phone]
Fax: [phone]
=eot
50Y
Tax
d
i rve
S in
S ou thw n u y
g
& E in
n eeri In
ng c
g ,
From: Lee R. Hines, Jr_ (Richie), PE
Fam 733-8893 Pages: 2, Including this sheet
Phone: [phone]
Rao Bayleaf Pointe
? Urgent X For Review
a Co nments;
aatec 11/03/03
CC:
Please comment 0 Please KOPly L3 Please Recycla
Per your request during our conversation this afternoon, this acknowledges that we will revise the
application for the subject project to include level spreader installation prior to the riparian buffer to
provide diffuse flow. I understand that the project will be placed on hold until you receive this additional
information. Upon checking the project folder, I found USACE Approval to construct the fitter strips
through the wetlands as proposed- I have attached a copy of the approval to this fax, and Will mail a
copy for your file when I submit the addifional information.
Please do not hesitate to contact me at 773-0183 or at [e-mail] W you have any
questions or need additional information. Thank you for assistance.
Richie Hines
please cordaCt us at 919 773-0183 9 ou do not receive all of the pages indicated above.
?' V r
U^OPY
.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200320775 County: Johnston
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner F.W. & Blake Lee
Address P.O. Box 761
Clayton, NC 27520
Telephone Number 919-553-5284

Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the north side of Lizzie Mill Road (SR 1001), approximately 1000 feet west of the railroad
tracks, in Selma, Johnston County.
Description of Activity: This permit authorizes mechanized landclearing and excavation associated with
the installation of two drainage easements for the Bayleaf Point Subdivision. Impacts to wetlands
authorized by this permit include 0.48 acre, which include the excavation of the drainage features in
addition to the estimated acreage of wetlands that will be drained as a result of work.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
39 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Amanda D. Jones at telephone number (919) 876 - 8441 extension 30
Regulatory Project Manager Signature
Date June 25, 2003 Expiration Date June 25, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
NNATFR Michael F. Easley, Governor
O
QG William G. Ross Jr., Secretary

7 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
.? Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 14, 2003
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
F.W. and Blake Lee
Post Office Box 761
Clayton, NC 27520
DWQ Project No. 03-0731
Johnston County
Page 1 of 2
Subject Property: Bayleaf Point Subdivision, Lizzie Mill Road (SR1001), Selma, NC
Moccassin Creek [03-04-02, 27-53-(0.5), C NSW (nutrient sensitive)]
REQUEST FOR MORE INFORMATION
Dear Mr. Lee:
On June 16, 2003, the Division of Water Quality (DWQ) received your application dated June 11, 2003 to
impact 0.10 acres of wetlands and 500 square feet (ft) of protected riparian buffers to construct a vegetative
filter strip at the subject property. The DWQ has determined that your application was incomplete and/or
provided inaccurate information as discussed below. The DWQ.will require additional information in order to
process your application to impact protected wetland, streams and/or buffers on the subject property.
Therefore, unless we receive the additional information requested below, we will have to move toward denial of
your application as required by 15A NCAC 2H .0506 and 2B .0233(8) and will place this project on hold as
incomplete until we receive this additional information. Please provide the following information so that we
may continue to review your project.
Additional Information:
It is not clear in your plans how you intend to comply with the diffuse flow requirement of the Neuse
Buffer Rule [15A NCAC 02B .0233(5)]. All constructed stormwater conveyance outlets shall be directed
to flow in a diffuse manner at non-erosive velocities through the entire protected stream buffers without
re-concentrating. If this is not possible it may be necessary to provide stormwater facilities that are
considered to remove nitrogen. Additionally, the DWQ requires that a stormwater management plan for
this project be submitted in order to complete the review of your application. The plan shall specify all
stormwater discharge points, plan details, and calculations to indicate that. diffuse flow through the
protected buffers or nitrogen removal as described above will be achieved. Please contact Mr. Todd
St. John of the DWQ Wetlands/401 Unit at [phone] if you have any questions or would like to
set up a meeting regarding this matter.
Please respond within three weeks of the date of this letter by sending this information to me in writing and Mr.
Steve Mitchell of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or
protected buffers. Please be aware that any impacts requested within your application are not authorized (at
this time) by the DWQ.
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Page 2 of 2
Sincerely,
,hn" Dorney,
etlands/40 Uni , DWQ.
cc: Robert Massengill, Southwind Surveyin'tf & Engineering, Inc., 201 Glen Road, Garner, NC 27529
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWO030731
August 14, 2003
bz
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Bayleaf Pointe S/D
Project Number 03 0731
Recvd From APP
Received Date 6/16/03 Recvd By Region
Project Type lots for residential s/d road crossing
Certificates
Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index
County Johnston
County2
Region Raleigh
Stream
Class Acres Feet
Prim. supp. Basin Req. Req.
..
Peren- Inter-
,'.' nial mittent
14 (NTH FT-0 N F__ ?7-53-((l_5) F _C_ N7A1 3,4(1?. (1.1(1
NRF 0.01
Mitigation Wetland
MitigationType Type `Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y ON
Is Mitigation required? O Y ON Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 353230 Longitude (ddmmss) 781600
Comments:
rove s?;p?
u CS IVOF 4&14190
ro
6 'Ir
J ?
. . / / -0V
10 V
cov
cc: Regional Office
Central Office Page Number 1
Triage Check List
V_?_
Date: `-' V?'?- Iq 0Q3roject Name: I?;
vwQ#: d ? o ? 31
County: _'-?-o k Pq S+0 P-1
To: ? ARO Mike Parker
? FRO Ken Averitte
? MRO Alan Johnson
RRO Steve Mitchell
From: Gj `Jc?, v?Q??zv?la
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Cyndi Karoly (Central Office)
Telephone : (919) 7 °S
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface Waters on USFW topo maps
Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy.
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: ?? ?YYt eY) d
e-+1 J A
01-trl 5 wQ 1P

rJ
d 16 I V) ?v

N
W
OUTNWIND
SURVEYING / ENGINEERING / LAND PLANNING
11201 GLEN ROAD
GARNER, NC 27529
919-773-0183
919-773-0148 (FAX)
ow-
S
Mr. John Dorney
2321 Crabtree Blvd
Suite 250
Raleigh, North Carolina 27604
Re: Bayleaf Pointe Subdivision
Town of Selma, NC
Dear Mr. Dorney,
Attached are seven (7) copies of the Pre-construction Notification Application Form and
supporting information for construction of a residential subdivision in Selma Township, Johnston
County. The proposed project includes constructing vegetated filter strips across 0.10 acres of
wetlands, and encroachment on the riparian buffer of Moccasin Creek with a culvert.
Enclosed is a check in the amount of $200.00 for the application fee.
We respectfully request your review and approval of the wetlands crossing and riparian buffer
encroachment. Please do not hesitate to contact me if you have any questions or require
additional information.
Sincerely,
obert L. Massengill,
Attachments
Cc: Blake Lee
Corps of Engineers, Raleigh Field Office w/ attachments
E
® 0 73
June 12, 2003
JUN -1 6 2003 411i." P 77
201 GLEN ROAD GARNER, NORTH CAROLINA FHONE: 919-773-0183 / FAX: [phone]
SOUTHWIND [?[
Isar
SURVEYING AND ENGINEERING U .
?
201 Glen Road
Garner, North Carolina 27529 JUNp 6 'UJ3
Phone: [phone]
Fax: [phone]
TO U S 1a e _r-
(-.509 e?u 1? i=.?« co T?c e
aT ? ?CaaSf,' ?C4?
F411-,
SO ,e IZo
",p, Ie?Sh , PC- Z'7U I[ S

WE ARE SENDING YOU El Attached El Under separate cover via
El Shop drawings
El Prints
El Plans El Samples
El Copy of letter
El Change order
the following items:
El Specifications
COPIES DATE NO. DESCRIPTION
TI-e kLoi1 .c. t.e.,
I chap 2?d3 5 , ?e -D
r-? w ??
-1Z 3 r
Co

THESE ARE TRANSMITTED as checked below:
[K For approval
E] For your use
El As requested
? Approved as submitted
E) Approved as noted
El Returned for corrections
[D For review and comment ?
? FOR BIDS DUE

DATE

-
M-03

NO.
ATTENTION ee??
t7M?nr?/a ?bne?
RE:
/lrID 20 o`I-t

0,9 a 7
-
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
19 ? PRINTS RETURNED AFTER LOAN TO US
REMARKSM-e-kr A,,%,, AA
The. cGTi n \,,ea 'PGt.I Su?Uor?,wa •iti?orMn?t'r,n C, ;01- el 0 /1
of a o% 3.. C_,*,-A=j rt-ti? ?r.?4se?l
r?ro,e?C i^-A,,JeS ce, t,.,???nc gp_?c+???
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2l DC.J ti°r l' L. Mgss eel S?? I'
COPY TO J??ti ?or+,r
SIGNED:
ff enclosures are not as noted, kindly notify us at once.
T
Office Use Only: Form Version April 2001
USAGE Action ID No, DWQ No. 3073
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project: JUN 1 6 2003
? Section 404 Permit
.ar
nom, ??d
? Section 10 Permit
[401 Water Quality Certification
Riparian orWatershed Buffer Rules
R
II.
2. Nationwide, Regional or General Permit Number(s) Requested: !y-
3. If this notification is solely a courtesy copy because. written approval-for the 401 C"ertil"ication
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NC)NRP) is proposed for
-mitigation of impacts (see sec4ion VIII - Mitigation), check here: ?
Applicant Information
L QwnATnl kr t Information
Name: F•W • avid 3 LAI?6 L,55
Mailing Add ss: P05T 6FF1GE 50x 761
C,L-AYTON, NC 27520
Telephone Number: L919) 553-5284 Fax Number: C919) S53-33S(o
E-mail Address: N/A
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.)
Company Affiliation: rj..a w.•.e? S u?.re.? rter e--Mailing Address: -z c. k c,1*_, -%x4 x.
L?c?rner NC. '2.l y?c,
Telephone Number (5 %4") 1-t 3- 018 3 Fax Number: Lh tq*) 11 3 - c> O y g
E-mail Address: r• cti, A 5 5 e n a* l I( S e- kl. -s r d. ?n
F
Page 3 of 3
M.

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 maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17 inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans. are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name ofproiect: FA` FAt- FOINT SU13DIVISION
2. T.I.P. Project Number (NCDOT Only): NSA.
3. Property Identification Number (Tax PIN):
ZWS-63-7010
4. Location
County: S0 H N STO N Nearest Town: S F. LMA
Subdivision name (include phase/lot number): MY LEAF )'DINT sV 3DIV 1510 N
Directions to site (include road numbers, landmarks, etc.): FAST ON US 70 TO
sEAMA .. MOPTH ON V5 301 TD Ci1sT ON WT7,1 MM, POAD (SF- 1001
SITE 1S AFFfTXIMATE(,y 1.0 M1LE; FPOM /NTEVSLCTION D? S 'o
AN D VS SO I .
5. Site coordinates, if available (UTM or Lat/Long): LAT 35"3Z'36" W/ Cm 769 / 6 '
_ .(Note - If-pr*ctis linear,.suchas_amad or util lbm,.attach a sheet-that;eparatelylist`c?e
coordinates for each crossing of a distinct waterbody.)
5. -Describe-the existing-land-use or condition of.the_ site at the time -of-this. application.
A6VW/VL,TVPA[, AND WOODS
7. Property size (acres): ± Z ci. S $
-g. Nearest body of -water (stream/river/sound/ocean/lake): M.0 CGA Gr--"/ N ?-
9. River Basin: N E U S E
(Note - this must be one of North Carolina's seventeen designated major river-basins. The
River Basin map is available at httD://h2o.enr.state.ne.us/admin/mMs/.)
Page 4 of 4
10. Describe the urpose of the proposed work: THE f t/FPOSF OF T? E; WO ZV- 15 TO
CF-?ATE Ec;10FA IAL LOTS f SU?1?1 SION.
--IV.

V.
'Cft ?/f?T?? N(OTO?
11. List the tytyppe of equi ment to be used to construct the project:
CIP&D17K, PAN,??I?l? TP-UCiIG
12. Describe theland use in-the vicinity-of this proj
A6P-ICUf,TUP-AI, AIUD VESIDRO/AL
-Px_i" P.rokztHistory
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior pluses 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.
A TUVJr D1&T1DNAb R6TRMINATION OF wVMANDS 4N 7MS
Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so; describe- the
anticipated work, and provide justification for the exclusion of this work from the current
application:. N0
VL 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 5 of 5

1. Wetland Impacts
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***
?e e ecJ? O. r?Z 10 4S? c??o?cr we+l4?j

' Z Ve u? e? d v n Lip G??over %AjojcA

- List each rmpact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
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 http://www.fema.gay.
*** 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 existing wetlands on the property: s..3-1
Total area of wetland impact proposed:__ _. 0.10 rz-?c,res
2. Stream Impacts, including all intermittent and perennial streams
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?
lease-specify-)
.--
N/

*
List each impact separately and identify temporary- impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wail, 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.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com
www.mgpguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: r) /k
Page 6 of 6
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
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,
bay, ocean, etc.

List eacti impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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 [J stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Q /a.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stonnwater requirement, etc.): t j -A,
Size of watershed draining to pond: ?-J 1A, Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
SEE A4 at_, 4n+.
Page 7 of 7
VIII. Mitigation
D WQ - 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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal- Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
} http://h2o.enr.state.ne.us/ncwetlands/Strmgide.html.
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/linea.r 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.
to /I?
Page 8 of 8
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 40I/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 httl2-A2o.enr.state_ne.uVviQ mdex.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): NIA
Amount of buffer mitigation requested (square feet): N ,A
Amount of Riparian wetland mitigation requested (acres): N/
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N18
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
_ Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
j 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 7 No ? If you answered "yes", provide the following information:
Page 9 of 9

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
i to X o' _ 3005; 3
2 1o K zp, = Zec SF 1.5
Total Soo 14:
Lone t extenas out-su teet perpencueuiar from near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
111.
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.
Toke..,t rr Z9. r-b ke.tt? ?krv?w%tcr; ?ti?+ct??a.rSil1el 5O ASke)S -
Vece 4
AT{r Tr,!p S propw%ea to (crt.,} S uranw?TYt PPto?40
XII. Sewage Disposal (DWQ Only)
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 7-y
Is this an after-the-fact permit application?
Yes ? No Q
Page 10 of 10
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.
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).
A ZcI antlAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
`I US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue ° Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarius Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell, Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
.
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] eft 1'6 Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 11
US Fi
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
sh and Wildlife Service / National A
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Marine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CANIA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
.1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
r' NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3 855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC- 27284918(? Avery Stokes
Telephone: [phone] -Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
24830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephoner [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
Wetlands and Riparian Buffer Impact Justification
Bayleaf Point Subdivision
Selma Township, Johnston County
Background Information
The current land use of the subject property is cutover woods and agricultural fields. The
property is bounded on the west side by Moccasin Creek canal. Moccasin Creek was
channelized approximately 25 years ago to help alleviate flooding problems in the Selma area.
The spoil material from the channelization was placed on the east side of the creek, which
created a berm along the west side of the subject property. No drainage pipes were installed in
the berm to allow the adjacent property to drain. This damming effect created the wetland area
that now exists on the property. Prior to channelization of Moccasin Creek, the subject property
naturally drained to Moccasin Creek.
Proposed Ymnacts
The proposed impacts to the wetlands and riparian buffer consist of construction of grass lined
swales and storm drain pipes perpendicular to Moccasin Creek, to convey stormwater from the
proposed residential development to the creek. To minimize impacts, only two stormwater
outlets are proposed. The stormwater outlets are necessary to prevent flooding of the homes
within the proposed development. No streets or other improvements are proposed within the
wetland or riparian buffer areas.
Justification/Minimization
The existing berm along Moccasin Creek does not allow for converting concentrated flow to
sheet flow before entering the buffer. The Town of Selma will take over maintenance of the
stormwater facilities after construction. They desire that the stormwater be piped all the way to
the creek for maintenance purposes. The developer would also prefer this to avoid additional
standing water, which will attract mosquitoes and provide a negative appearance. However, to
provide treatment of the stormwater before entering the creek, vegetated filter strips are proposed
between the outlets at the street, and the culverts under the berm. The culverts are required
under the berm because the berm is used as an access road to otherwise landlocked property, and
for maintenance of the canal.
Impacts to Zone 1 of the riparian buffer will be minimal because this area is already cleared and
is being maintained as an access road. The Zone2 area will be revegetated with grass after
construction. The total disturbance to the wetland areas will be limited to approximately 0.10
acres.
No mitigation is proposed for the buffer or wetland impacts because the wetlands impacts are
less than 1/3 acre, and the riparian buffer is already disturbed with an access road. The
disturbance of the buffer and wetlands is required due to channelization of Moccasin Creek and
subsequent berm construction, which created a hardship on the property owner.

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I INV.=166.87 i
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INV.=167.50
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ARKS AND RECREA
3.62 acres
22

BAYLEAF POINT
MAP
WETLAN DS
DEWNED MJH
DRAMN MJH
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PRoi. ENG. RLM
24
23
DAIS: JUNE 2003
SW PROD. / 02-0861
DWG FILE 1I

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SCALE SHEET NO.
HORIZONTAL- SOU TH WI N D
1 =60'
VERTICAL; SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX) OR
MEMWENGNEERINGA-AND DE ENT
FES INV.=168.50
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. ' a I
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
E Processing A 1,7-r ?sV14? @
?l.v 1?"4n iJ
1. Check all of the approval(s) requested for this project: JUN 1 6 2003
? Section 404 Permit
? Section 10 Permit
[401 Water Quality Certification
? tiparian oT atershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy bemuse-written approvalfor the 401 C`.ertifmati
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
, mitigation of impacts (see sec4ion VIII - Mitigation), check here: ?
II. Applicant Information
L D . Information
Name: W. avid FLAr-E LFE
Mailiin Address: FOsT O F1GE 50x 761 -
1?LAYTON, NL 27520
Telephone Number: C9 t 9) 553 - S 264 Fax Number: 1919) SS 3 - 3 3 S (o
E-mail Address: N/A
2. _ Agent Juformation (A - fined -and slated- copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: VC00*_1T L. n1AS1,t&a M . PE
Company Affiliation: S.? Ckw,.?? u?.ie.K E..4.t?ter i.?e, i =h L
Mailing Address: 2.o k G te... Ix el .
C?t?rner IJt. 'L1 5 2c,
s
Telephone Number: (5 ::I - 3 - o i S.1 Fax Number: Lat te%'*) 1-? 3 - c, %,A a
E-mail Address: r- rVNALSena.ll @ SoOIA'L.*nA . co

Page 3 of 3
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may-be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans, are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: FA`tL?,AF= POINT SU5DIVISION
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Z (o l 5 - 6 3 - 70 ( 8
4. Location
County: TOHN-- TON Nearest Town: SELMA,
Subdivision name (include phase/lot number): 5AY1, POINT GV3VIVISION
Directions to site (include road numbers, landmarks, etc.): EAST ON U5,70 TO
GEL-MA _ IVOK-T H ON VS W1 TO CAST ON WYZIE MI I,(, POAD ( SF- 1001
SITE IS APPKMIMATELY 1.O MIFF FY-OM 1NTFI?SFTTIr)IV OF 5 --10 1
5. Site coordinates, if available (UTM or l,at/Long): LAT 3503Z'36" ON G4 769 W
jNote - if_prQjsctislin=,-suchas-amad or utility Iin ; affach a sheet tin rat -lyliststhe
coordinates for each crossing of a distinct waterbody.)
5. ascribe-the existing-land-use or condition oflhe- site at-the time QfA3is-application:
AG&I CULTUPA L AND WOO PS,
7. Property size (acres): ± Z ai. S,6
-g. Nearest body of water (streamfriver/sound/ocean/lake): KO U A Grf'IN
9. River Basin: MEUS E
(Note-- this rust be one of North Carolina's seventeen designated major river-basins. The
River Basin map is available at h"://h2o.enr.state.ne.us/admin/maps/.)
Page 4 of 4
10. Describe the purpose of the proposed work: THE PVFFDSF, OF TME; WD ZV- !S TO
C??A7? SII? NTIAL STS F09- GVP9P/ 510A/.
11. List the tDe of equi ment to be used to construct the project. EXCAVATOP / MOTdp-
OPDI?iK, PAN, OMP TUC/JG
12. Describe the -land use in-the vicinity-of this project: A6 P-IC LTU F-A L A N D FESI DPOIA 1,
.. -'. fti" Project Ristory
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 4mst, 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.
A TUI??-Is1NUTIOAb MTRWINATI©IU OF IYMANDS DN RNS
PfzO ?L7 _ qAA - PO/k/ MAQ A W 15 ATT G e ACTION TD ZO 3Z0 775
V. Future Project Plans.
Are any additional permit requests anticipated for this project in the future? If so,- describe- the -- -
anticipated work, and provide justification for the exclusion of this work from the current
application:. ND
VL 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 5 of 5
i
1. Wetland Impacts
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 Wetiand***
?/e a ccJ? O.0 '10 4S a??o?<r wc+ta-,ol

?Z VC?..?C?
r(
*A Cr r.

List each impact separatery and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
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 hgp://www.fema.?,ov.
*** 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 existing wetlands on the property: G . 31
Total area of wetland impact proposed: O. O r, c,r e, s
2. Stream Impacts, including all intermittent and perennial streams
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?
lease-specify-)
--
N/

List each impact separatety and wentuy temporary- impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.QOV. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 6 of 6
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
Open Water Impact
Site Number
indicate on ma *
Type of Impact* Area of
Imp
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.): yz /a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): r j /-,,
Size of watershed draining to pond: ?-j /A. Expected pond surface area:
VII. Impact Justification (Avoidance aad Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
SEE Ai4r V., A, C. N -C I+.
Page 7 of 7
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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource fiznctions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
} http://h2o.enr.state.nc.us/ncwetlands/Stnngide.html.
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 method of construction. Please attach
a separate sheet if more space is needed.
Page 8 of 8
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 40I/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:i/h2o.enr.state.nc.ua,/?find?ex.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): NIA
Amount of buffer mitigation requested (square feet): N/,
Amount of Riparian wetland mitigation requested (acres): N/
Amount of Non-riparian wetland mitigation requested (acres : N / A
Amount of Coastal wetland mitigation requested (acres): N
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No ,1
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 Q
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:
Page 9 of 9
YIV. 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 Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell. Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] e.fk ti6 Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 11
US Fi
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
sh and Wildlife Service / National P
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Zarine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAN LA. and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone]
-. J Carteret Gates Pamlico - Washington
= NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3 855 Idlewild Road Ashe Mitchell Wilkes
Kernersville,-NC-27284=918(7 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
Wetlands and Riparian Buffer Impact Justification
Bayleaf Point Subdivision
Selma 'T'ownship, Johnston County
Background Information
The current land use of the subject property is cutover woods and agricultural fields. The
property is bounded on the west side by Moccasin Creek canal. Moccasin Creek was
channelized approximately 25 years ago to help alleviate flooding problems in the Selma area.
The spoil material from the channelization was placed on the east side of the creek, which
created a berm along the west side of the subject property. No drainage pipes were installed in
the berm to allow the adjacent property to drain. This damming effect created the wetland area
that now exists on the property. Prior to channelization of Moccasin Creek, the subject property
naturally drained to Moccasin Creek.
Proposed Impacts
The proposed impacts to the wetlands and riparian buffer consist of construction of grass lined
swales and storm drain pipes perpendicular to Moccasin Creek, to convey stormwater from the
proposed residential development to the creek. To minimize impacts, only two stormwater
outlets are proposed. The stormwater outlets are necessary to prevent flooding of the homes
within the proposed development. No streets or other improvements are proposed within the
wetland or riparian buffer areas.
Justification/Minimization
The existing berm along Moccasin Creek does not allow for converting concentrated flow to
sheet flow before entering the buffer. The Town of Selma will take over maintenance of the
stormwater facilities after construction. They desire that the stormwater be piped all the way to
the creek for maintenance purposes. The developer would also prefer this to avoid additional
standing water, which will attract mosquitoes and provide a negative appearance. However, to
provide treatment of the stormwater before entering the creek, vegetated filter strips are proposed
between the outlets at the street, and the culverts under the berm. The culverts are required
under the berm because the berm is used as an access road to otherwise landlocked property, and
for maintenance of the canal.
Impacts to Zone 1 of the riparian buffer will be minimal because this area is already cleared and
is being maintained as an access road. The Zone2 area will be revegetated with grass after
construction. The total disturbance to the wetland areas will be limited to approximately 0.10
acres.
No mitigation is proposed for the buffer or wetland impacts because the wetlands impacts are
less than 1/3 acre, and the riparian buffer is already disturbed with an access road. The
disturbance of the buffer and wetlands is required due to channelization of Moccasin Creek and
subsequent berm construction, which created a hardship on the property owner.

N. LAW 'po
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50' RIPARIAN BUFFER
48 L.F. 15" RCP
P
INV.=167.50 >/
>/
INV.=168.
0?
SITE #1
? VEG. FILTER STRIP
y 1.P1jQ
SLOPE: 0.5%
BOTTOM: 1'
SIDE SLOPE: 3:1
TEMP LINING: STRAW W T
ROCK SILT ' PERM LINING: GRASS
CHECK(TYP.)
t •' 11
20' UTILI EASEMENT '
10
TEMP, SEDIMENT
TRAP T-1
W=12', L=24' 12
INLET
J PRO CMON
(TYP.)
1
n ?

I INV.=166.87
"
RCP..
48 L.F. 36
11 CITY /

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-
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k
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or o- SITE
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=167.5
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ROCK SILT ?
SCALE
NOT
a
CHECK( TP.) SITE #2
?
? ` >/ VEG. FILTER STRIP
ZON?2 (29
? ? 20' UTILITY CASEMENT SLOPE:
BOTTOM 015%
>/ / SIDE SLOPE: 3:1
TEMP. LINING: STRAW W/ NETTING
i . PERM. LINING: GRASS
1
S

Y10ODSUsE ?? • i N? ' \

' > TEMP. SEDIMENT .
>/ TRAP T-2

? W=27.5', L=55'
?
?
? 0=2.5'
j
WETLANDS
(?N FES INV.=168.50

ARKS AND RECREATI
3.62 acres
22

BAYLEAF POINT
MAP
WETLANDS
DESIGNED MJH
DRAM MJH
04EC KM RLM
PRO& ENC. RLM

25
24
23
DATE: NINE 2003
SW PROJ. # 02-0861
DWG FILE /
1 J I
I PHAE
PHA:
DD
I r'Ir'
I <I<
Fr*

0 sF?9
SEAL
s 14533
-IX-40 31
SCALE SHEET NO.
"0IZ 60 SOU TH WI N D a
VERTICAL: SURVEYING AND 201 GLEN ROAD
\ ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX) OF.
URVEYING/ENGINEERING&AND DEVELOPMENT
Edw
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I
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~ 9
~ h Bennett st, SITE
J ~ ~ Pecon Dr.N > a.(S.R. 1 r,~- ^ ~ Dt R 001
o ie j,- - j ~ ~ 8j Oak ~ ~ LiZZ
50~ RIPARIAN BUFFER l / ~ - /
NSF T CORP s sss j ~ ~ ` ~ Q. Hot St.
LOPMEN _ DEVE v OUSING ' rte- ~
LMA H 162 - f;-= . SE PG ~ f~ B 866, " ' ~a ~ t
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1 P~ t / ~ - ~ a II ~ ~ - a a I a a a- a i a a ~
rl~ a i s e~ i a a~ ~ \ a ~ a a a i i a a'a ~
50 RIPARIAN BUFFER I I /,F ~ a a / a I al , a a a a~ a ' ~ a 'a a ' i
I _i' ~ a a a a~ / ~ ~ r 3 i' 1 a a a~ a i a a is ~ i ~ a a a i a ~ i ~
a_ a i s a , a , a a a a - ~ ~ ~ NOT TO SCALE
a~a s a° a ~ I ~ a a a a. ~
a a a _ ~ a a ~ ~ \ i a. a a ,a - ~ L _
' ~a a a " CALL AT LEAST 48 HOURS BEFORE YOU DIG 1 800-632-4949 g ~ a a - f \
° a a a , ~ Silti FENCE _ _ l ~
a '1 I ~ a ~ / ' " ' N R DEVELOPER
~ ~ ~ i_, -a , ~ at ° r a ~ a a - LET / ® yQ_- ~ ~ a a a , ~ N c / PRO T ° ' ~ OW E - ~ ~ ® ~ - F.W. & BLAKE LEE
9 © ~ ® t P.O. BOX 761
w~stwp ~ ~ i~ S ;%a''~,~ ~ ~ G~ 8. a ~ ~ a 1 \t`11tt e ~ wraaa:.n ~ /s ~ i ~,i_~ a~ \ \a ~n,W6S ` t~\t\ ~ ~ ~ CLAYTON, NC 27520
oral / 'a a tt8'r~ " \a/ . GA~r . i ~ \~C` ro wirw.tsr , % / ~ a a a a ' ~ \ ` / STR ter n n , F w N\
wKa,>Laex 7/ , ~ % a ~.N a ~ . ~ E~ I / a i a TEM . S IMENT \ \ / ~ ~ EASLEY GENERAL SITE DATA RW,B
~ ~ //f'~ ) - ~ a - ~~i b a , , v \",\i\ , u, EX. ATE ' I LEASE TOTAL AREA = t26.32ACRES - ~ EASLEY _
1tt \ a` , I . G~ wEnANDS' ~ ~ a I I W=27.5 , =55 r . \ ~ t w ; TO DRAINED ~,~tty. / _ ~ 1 r. m ~ ~ a ~ I rn_ _ t !t FIL WATER / - ' ~ IE L. B TOTAL DISTURBED AREA - f7.00 ACRES ROBB i - ~ pG 153
I~~t Ittl~ r,' ,a a .~G • e~t~i I T-2.5 w~3~\z't"~'/ SH B PUMPE I In„ ~ ; e/ - - - / ~ i I / ~~a • t . v INT SEDI ENT AP. a ~ g 1651 ~ PROJECT NOTES f ~ D ~ ~ ~ ~ 1. ALL ROAD CONSTRUCTION IS TO BE IN ACCORDANCE WITH TOWN OF
,1 I t 11' - r /y , , i PR ORE \ I" / ~ ~ ~ VEL SPREADE&- - ~ ` P © / ~ ~ ~ SELMA STANDARDS AND SPEGFICATIONS
. I t ~ . , / ~ ~ / r / SCOUR OLES I t \ ~ \ tl ' ~ ~ SILT FENCE(TYP.) I I + " i \ (4t ~
. t ~ / t~ 2 / INLET n ARKS AND ECR • ~ • t\ t \ I tt \ I ~ e / PROTECTION ~ ~ ~ I t v ~ ~ ® ~ 2. THE CONTRACTOR IS RESPONSIBLE FOR HAVING AN INDEPENDENT ® ~ ® © _ . _ _ ~ ENGINEERING TESTING FIRM VERIFY THAT THE SUB-BASE, BASE,
- 3.81 ° \ t \ t ~ ~ AND ASPHALT MEET TOWN OF SELMA STANDARDS.
/ i 1 ~ ~Ti`MP. SEDIMENT ~ N TOPSOIL ~ a P ~ ~ \ T I •t I ruP I ~ V7 STOCKPILE ~ ` ~ I ~ t HA V .THE CONTRACTOR IS TO ENSURE THAT RADII ARE CONSTRUCTED IN 3
' ~ ~ TRAP T 1 't~ ~ U \ ° s~~./ + t; 1~I to W=~2, L=24' II ~ ~ _ ° I ~ ~ _ ~ ° ~ A ~ ACCORDANCE WITH THE PLANS AND TYPICAL SECTION.
~ ,1 lot 1 ~ ~ / ~ ~ - I ~ ~ 11118 ~ ~ ~R I RH L @ N~,..V ` EX WATE \ TH THE APPROVED
/ a 1 11 K t i i ~ O O 1 i ~ a 1 © T BE DRAT E ~ 4. THE CONTRACTOR SHALL WORK IN ACCORDANCE WI .y \ do FILLED IN. ~ ~ EROSION AND STORMWATER PLANS, NCDOT DRIVEWAY PERMIT, &
~ t ' ~ / , V~l , ' EX. ITCH TO BE ^ et ~ - ~ _ ~ \ ® ~ ~ a ~ ~ ENCROACHMENT AGREEMENT.
_ t a. ,'1 It ~ N FILL IN do GR ED 1 ~ I \ ~ r S. ALL WATER, SEWER, STORM DRAINAGE AND STREET WORK SHALL BE COORDINATED
I _ 1 I / lot It 11 ~ ~ t3 _ - - FOR HEET FLO . t ~ I I s / / ~ ~ WITH THE TOWN OF SELMA FOR INSPECTION PURPOSES.
_ ) I I / 1 ~ ~ ~ ` wSTREET D SXREET ~
111 1 ~ / " / I ,I~ ~ / / \ i tl t OQ~ II i' ~ ~ Iv O e 6. THE CONTRACTOR SHALL VERIFY THE TYPE, SIZE, DEPTH, MATERIAL, ~ ~ AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING
lot I O' ~ ,t c^ I\ , _ ; , `I ~ STR „ „ ~ coNSrnucTloN. EET E ;
Oke'A~ • i 7. TOPOGRAPHIC MAPPING PROVIDED BY CHAS H. SELLS, MARCH 2003.
i ~ i
~1 i W'0 \ ll ~ ~ . i ~ ~ i ~ , ~ ~ ~ B. ALL DITCHES TO HAVE A S1RAW WITH TAG( TEMPORARY LINING i i
t 1~ t4+ t Op ~ h D~ to m O !1 , ~ ; AND A PERMANENT GRASS LINING UNLESS OTHERWISE INDICATED.
t 1 U7 t h N to rl fri I-., I~ - ~ ~ ® WITH THE ® ® i i 9. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE ~ ~ ~ TOWN OF SELMA STANDARDS AND SPECIFICATIONS.
I ~rmar / + 1 t t r f a 1~ lot ` \`Oe ~ - ~ IMIT OF IS RB NCE ~ • i 10. THE CONTRACTOR SHALL COORDINATE STREET CONSTRUCTION WITH ELECTRIC SUPPLIER.
\ i r ter, L t THE CONTRACTOR SHALL INSTALL CONDUITS ACROSS THE STREETS AT LOCATIONS DETERMINED BY THE ELECTRIC SUPPLIER PRIOR TO PLACING THE STONE AND PAVING.
I/~~ _ _Z. ~ ' CONDUIT TO BE PROVIDED BY THE TOWN OF SELMA. - _ ~ v i
p V` ~ _ _ 11. WATER METERS AND SEWER CLEANOUTS SHALL BE INSTALLED AT LEAST 5 FEET
- _ - ~ ~ , - , v r \ . t Iw I ~ ' ~ ° n t y _ ~ - FROM PROPERTY LINES TO ALLOW SPACE FOR POWER TRANSFORMERS, TELEPHONE
1 T _ _ INLET / + P • ~ ~ PEDISTALS AND CABLE PEDISTALS. ~ ~ ~
III" - PROTECTION ' i 1 tl \ \ It 1 , I( ,
TEMPORARY 4 ttlP ~ i 1 \
ROCK I i t1tt i \ ~ \ N TRUCTIONI t,tt "Q ~ 'e ' COS tl I, r ~ ~v , ~ 1
ENTRANCE a q l v J^,u ~ + vv h I 1
4 II ~ / I I ~ m ~ \
r i / ~ ROCK SILT _ tw h~____ ~ i i ~ ,
CHECK(TYP.) ~ i I i \ v I 1
I _ 1 1 ~ ~ / , It 1 \ , t - N\F
1 - N~ \ DERHILL W.E. UN pG 31
1 N. LEA ; - E ~ ~ I OS , 1174, DB
a I Apy{}.R t \ v W, JR. \ ~E ; F. Y D• ~ro I `T~I~M
4 E ,AND m L° BLAK , , f,, JOE G 318 _ ~ , ,
REGRADE EXISTING DITCH TO I ~ i /$6O, P r DBE ~ I PROVIDE POSITIVE DRAINAGE I ~ r ~ ~ ; ~ , t i ~ ~ _
FROM STREET "A" TO EXISTING rr,r + a• _ , ' t\ ~ ' I
A .REMOVE & REPLACE t ~ Ali ~I I - - \ i -I CAN L ~ tvgtl (4,~ I ~ r EXISTING DRIVEWAY PIPES AS r t ~ I ~ I / \
I ,`a t r ~ ~ ~ t t REQUIRED. INSTALL ROCK SILT ~ p / . t
CHECKS AT 200' INTERVALS. 14 I N ~ ' ~ t/ ~ ~ ~ ; t ;
,a / I +
/ . ° /
a v \ H \ ` ° \
I • / ~ r _
I 4
w~`~~, STING ~ Coq ROCK SILT ~ - ~ - ~ +
9.0' i 2.0'(MIN.)
i w~ _ ~ ~ _ I SH ET INDEX
t ~ ~ 4" r. ~ 4• EROSION CONTROL NOTES ~ 1 OF 6 -COVER SHEET 1. THE TEMPORARY SEDIMENT TRAPS SHALL BE INSTALLED PRIOR TO ANY OTHER
~ 3.0° " J 2 OF 6 -STREETS „A~~ Bt „B„ LAND DISTURNING ACTIVITIES. 8 ABC PLAN & PROFILE SHEET
I ~ ~ ~ ~ / N / ~ C WATEF \ / ~ I WATER MAIN „ „ 2. CONTRACTOR SHALL DIRECT ALL FLOW FROM DISTURBED AREAS TO A SEDIMENT TRAP.
1 \ ' ~ ~ o ~ w 4 ~ / 3 OF 6 -STREET C
I t /2 1 1 2" I-2 OR S9.SA PLAN & PROFILE SHEET 3. ALL PROPOSED INLETS SHALL HAVE AN INLET SEDIMENT FILTER AS SHOWN ~
O SEWER MAIN 4 OF 6 -STREETS C & D ON THE DETAIL SHEET.
TYPI A TI ITY ATI N PLAN & PROFILE SHEET 4, UPON PROJECT COMPLETION AND STABALIZATION OF DISTURBED AREAS WITH CL 5 OF 6 -WATER & SEWER DETAILS VEGETATION, THE TEMPORARY SEDIMENT TRAPS SHALL BE FILLED IN, GRADED
INSIDE SUBDIVISION 6 OF 6 -DETAIL SHEET AND SEEDED.
5. NO EXCAVATION IS ALLOWED IN THE WETLANDS.
µwttutl, N SCALE SHEET N0.
~~`~t~ C1~,^~'''~r y.,tLC,. oe~cNEn MJH ,o ~x~ . DATE: APRIL 2003 I NTAL:
~ HOR ZO
arr~- ~o.~., M.IH ~
I \ 1 v 1.. I \ 1 v . . . - -
Poc P 4k I, RLM ° CHECKED - SURVEYING AND 201 GLEN ROAD
SUE j SUBDIVISION EROSION CONTROL PLAN DWG FILE # DESIGN.DWG VERTICAL: NA
2 REMOVED FILTER STRIPS AS-PER D.W.Q. 12/09/03 ENGINEERING, INC. GARNER, N.C. 27529 '4 07/28/03 , 1 'S AS PER TOWN OF SELMA DATE OF: 6
t WATERLINE AND STREET LIGHT REVIIZ-09-a PROJ. ENC. RLM 919-773-0183 (FAX) REV.NO. DESCRIPTIONS DATE 919_773_0148 ~
REVISIONS ,Fiil 's

~ ~r ~ U
20
E . / K- 69 04 ~
rr __11 ~ ~ ' 1' I
l~ ~
EX. N , = 9.56 1 "0 '0 18 I =I= ~°I~
4 ~ Ot D D L , ~ 1~ 1 D D 50' RIPARIAN BUFFER
5 TYP. U (AIV1 ~ 16 I*I t+1 J ~I~ t~ ~
~ 1 15 DD 1g ~
E. / 69. B4 ~ ~ ~ 6" PVC WATER W - ~ cp TEMPORARY SEDIMEN-
. 1 f*I r'1 MAIN W TRAP T-1 o~ v W=12', L=24' I
~ 6" PVC WATER MAIN ~ - ~ 1-6"x6" TEE I FIRE HYDRANT D=2' ~ ASSEMBLY ~ )
E. / V.-170.09 " " 3/4 WATER SERVICE TYP.) " 1 6 PVC WATER " 4 SEWER SERVICE( 2-6 GV W/BOX O
AIN 6 6 PLUG(PHASE II) 6" PVC WATER MAIN VALLEY GUTTER SEE DETAIL LEVEL SPREADER -
E . l l!- 7034 23~ PAVEMENT LO FIRE HYDRANT 3/4" WATER SERVICE TYP.) (SEE DETAIL I V. 16 .5
APPROX/MATE L LION ASSEMBLY 50 R,O,W OF EX. B" WATER /NE ASE VALLEY GUTTER PH a O8 I 23 PAVEMENT o~ LENGTH: 20 I
E . l V=70.5 EX MH SEE DETAIL 1 p$E +~o-- -8+00 s o •~2 •p DEPTH: 0.5' 8 0~ 6~ ~ ~
4 PN _ -I - roP=n>.6~ --300- _ - - - - - - ~ ~ RAINAGE R - cy O g~ d 20 D 8 L.F. 5 8 ~ .0£ EASEMENT
STOP VALLEY lNI!/N=16763 X41" 23 PAVEMENT 3 4+00 ~ ~
GUTTER 6' lNl!OVT==162,65 (6~ - I FROM EX. ROAD ~ 6 - LP VALLEY _ NEW MH-1 0 + + _ 6 LP _ _ _
LP NEW MH-4 5 DETAIL 2+00 + , r NEW MH-2 ~ JEW MH-4 ~ I - - - -
" " ~0' P a NEW MH-3 ~ ~ 28 B TO B 8 x6 TAPPING 1+00 _ T A 2 L -p ~ o ~ VALLEY GUTTER 1-PERMANENT BOA fnl o
EE ~ ~ SEE DETAIL SLEEVE & VAL ST _ = w DENT BOA ~ - - - - - " -1 ~ `~9 15 FLARED END r' I V.=168.00
+00 - NEW MH-1 D y Q0 w 0 N N B" SANITARY SEWER 4 SECTION(TYP.) D I 2 PHASE ~ VALLEY GUTTER 28 B 0 B Z
28 B TO B " " (+1 fn )I E DETAIL ~ PHAS SE o E I~~ 4 SEWER SERVICE( (nl
1-6 x6 TEE
t REGRADE DITCH FROM NEW PIPE TO Ex. PIPE AT CANAL. LowER STRUCTURE & PIPE CHART rl I ~ z
EX. PIPE TO PROVIDE POSITIVE _ ~ ~ ~
DRAINAGE. STRUCTURE STRUCTURE T/G STRUCTURE STRUCTURE INVERT INVERT PIPE PIPE•• P~ TEMPORARY ROCK No. TYPE ELEV. UP DOWN UP DOWN SIZE E LENGTH SL01 PIPE•• PIPE D = I ~ LENGTH SLOPE(X) (n D ~ ~ ~ VEG. FILTER STRIP y u
CONSTRUCTION EN ANCE t CATCH BASIN 171.20 1 FLARED END 168.70 168.65 18" RCP *22 L.F. 0 + 0.25 ~ ~ ~ •A W NGTH: 60' 22 L.F. n1 ~ LE ~
2 CATCH BASIN 172,65 2 1 169.35 168.70 18" RCP 260 L.F. O EX. /NV=169.66 260 L.F. 0.25 N SLOPE: 0.5X ~
3 CATCH BASIN 172,65 3 2 170,15 170.08 18" RCP 28 L,F, 0 28 L.F. 0.25 ~ ~ BOTTOM: 3 • I ~V 56 L.F. 0.25 SIDE SLOPE. 3.1
4 CATCH BASIN 172.80 4 3 170.29 170.15 18" RCP 56 L.F. 0. .F. 0.25 MP. LINING: STRAW W/TACK ~ 39 L PH RM. LINING: GRASS I `L
FLARED END 5 CATCH BASIN 171.30 5 1 169.04 168.95 15" RCP 39 L.F. 0. SECTION (TYP.) " w ASE
6 CATCH BASIN 171,00 6 FLARED END 168.75 168.69 15 RCP 14 L.F. 0 P 14 L.F. 0.50 HAS E PHASE II ~ 1
ROCK SILT ~ 'PIPE LENGTH INCLUDES FLARED END SECTION, PHASE III . ~ 1
CHECK (TYP.) ''PIPE LENGTHS ARE MEASURE FROM CENTER OF BASINS. EX. l , =169.42
REMOVE & REPLACE NOTE: NO EXCAVATION ALLOWED IN WETLANDS.
EX. DRIVEWAY PIPE & ASPHALT PAVEMENT
» »
» »
9.0' 2.0'(MIN.)
SCALE 1"=50'
1 4" 1

3.0' 3.0' 8" ABC
WATER MAIN WATER MAIN
1 1 /2" I-2 OR 1 1 /2" I-2 OR S9.5A SEWER MAIN
TY TYPICAL UTILITY LOCATION
INSIDE SUBDIVISION
HIGH POINT ELEV = 174.77
HIGH POINT STA = 1+66.03
PVI STA = 1+75 PVI ELEV = 175.31
A.D. _ -3.50
U " ~ ~ K = 35.74
I i =~a ~ ~ r0 125.00 VC
WaNi : WO ~N~
m ~a o r 1800 ~ i M boo o~~ ~ oN~ 180
~ w~ ~N~ x•r~ zQ $ .aW Q°°p i + n M a = n aa M ~ ~ N
~ N Q: i1) ~M ~N~! N rYHO ~ MHO ~ W a~n~ o •n
J ~ N+ way w~~ dtnH ~ r F: M ~~'H oil U j N U I N (w!1 +I m m > W N n
w o ~ zQ oda o 'a a II 'Y w ~ t;
N ~ ^ II ~ ~ ~ O a 3' COVER MIN. ~ % ~ + ii a o 1 0 pR M
J o 0 ~ GRADE 0.50% - - - - - - " ~ Z II ~ PROPOSE EX. ADE - - - - _ ~OOX O Rq d a Of ~2.Opy ~ o
za ~Q 3 ~ _ -
00 z 3 CO ER MIN.
9 18 RCP 18" RCP 1-PERMAN NT 17
6" SDR 21 PVC WATER IN 1-PERMAI " DRAIN STORM RAIN 6 SDR 21
170 t'(TYP. P ~C wA TE R ~~NE
6" SD 21 PVC WATE LINE 12 F. 15" RCP ®0.5~
ONE JOINT DIP 300,00 1, , 8 SDR 35 P C 0 0.409: ~ ONE JOINT DIP
EX. 8 WATE LINE o 0 ro ~
ONE J INT DIP 214, 4 L.F. 8 ~ ~ 50.00 L.F 8" ~
PVC 0 0.40% °0 ~ 50.00 L 291.1 L.F. 8 SDR 3 rn a tl PVC 0 1 a• PVC o 0. OX NO E: MAINTAIN 10~ HORIZO TAL SEPAR TION BETWE N
- - co z W WAT w II ~ - / 'z w wATE - z - / WA ER MAIN A D SEWER M N. - TIGHT PL G r
~ a ~ OTE: MAINT N 10 HORIZ NTAL SEPA ATION BETW EN TIGHT PI
INVOUT=162.65 ~ a= z ATER MAIN ND SEWER AIN. DATU11 ELEV 180.00
DATUM! ELEV 1 V.IN=162.83 ? 180.00
N ~ q q~ ~rn 0~ q~ 0~ W~ 0
~.o, p~v ry~ 0fD ~N + ~n ~N ~n acv ~r ryq ~i01• ryN ry•~ ry'N ry°'• ry~ M NM ~i~ ~i~ ~a ti~ ~.r ~ n n ~ ~
~N ^N ~N ~ ~N ~ II ~ ~ ~ ~r ..r ,ter ~r .,r s~ ~.r .,r d sr er sr
0+00 1+00 2+00 3+00 4+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
» r~
» »
SCALE:
SCALE: HOR. 1 "=50' HOR. 1 "=50'
VERT, 1"=5~ VERT. 1 "=5'
N CA,~~}/'''r~ SCALE SHEET N0.
fir,,,..,,,. 0~,~ q,"oy ~~J oe~crr~o MJH ~~t~9~,~,; ,9 DATE: APRIL 2003 H RI NTAL:
1f !f 0 ZO
nom.., ~"_~n' n
+ 5EAi. J V V 1 1 1 1/ v I 1 11 V v \ 1 Ir.~I \1 1 v V 1 1 \v~ 1 r v~ r
2 3 } EGG ° CHECKED RLM SURVEYING AND 201 GLEN ROAD
3 REMOVED FILTER STRIPS ADDED LEVEL SPREADER AS-PER D.W.012/09/03, SUBDIVISION PLAN & PROFILE DWG FILE # DESIGN,DWG VERTICAL: 11 1 =5
2 FILTER STRIP REVISIONS 09 2403 ENGINEERING, INC. GARNER, N.C. 27529 RLM 919-773-0183 OF: 6
1 TR T LIGHT REVS AS PER TOWN OF SELMA 07 28 03 . N~,~ 3 PROJ. ENC WATERLINE ANDS EE ~~~y~ DATE 919 773 0148 (FAX) REV.NO. DESCRIPTIONS DATE t t. i
REVISIONS s

_ ~ ~ y ~ ~
~ ~ i ~ ~ 2 ~ ~ ~ ~ ~ ~ `
F ~ _ _ ~ 9~Q ~ SILT FENCE(TYP. ~ k ~ ` ~ ~ ~ \ ~ I \ - ~ ~ D \ `
S q ~a ~ ~ ~ ~ ~ \
Np a I 3 TEMPOR RY15ED M ~ .g R ~ a . ~ ~ ~ \ ~ ~
2 F a~ _ TRAP T 2 ~ ~ ~R ~ a . w=27.5 L=Sb' ~ ~ ~ \ ~ ~ ~
~~r F ~ ~ ~ ~ T ~ ~ D=2.5 S ~ ~ , ~ ~ ~ ~ t ~ ~
N FES INV.=168. 3 DRAT AGE ~ _ , _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
C FES INV.=168.5 I SEMEN ~ • ~ , , NOTE: N EXC V ?ON ALLOWED IN WETLANDS. ~ ~ INV.=166.
- ~ H I ET ' ' ~ ~ ~ ~ ~ ~ WE ~ ~ ~ T( ~ ~ ~ 48 L.l~ 36" RCP
PRE- ORMED SCOUR OLE Cq Np TO E INSTALLED ONCE #(p 5 ANp ~ ~ I S ~ ~ ~ ~
SE 'ENT TRAP HAS BE 7 NEW MH-9 2 CIN ~ ~ ~ ~ ~ ~ INV,=167,35 ~ ~
22 vED D 8 E 'DETAIL) ~ ~ ~ ~ ~ 36 FES I
s ~ ~ ~ ~ ~ ~ I ~
i - - 29 ~ ~ ~ ~ ~ f ~ ~ ~ ~
4 ~ 2~ EW MH-8 ~ ~ ~ I 'RIPARIAN BUFFER ~ ~ ~ i ~
/(A y \ • x \ / ~ ~ ~ ~ ~ ~ ~ ~
1 ~ 8 ~ ~ ~ ~NO X A TION ALLOWED IN WETLAN / ~ ~ ~ NOTE. E C I ~
A .o~ g ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ 4 ~ ~
y NEW MH-7 ~ qS o, \ ~ F ~ EX, WATERHOLE HALL BE l~p ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ~
qs V T FILLED IN \ 3 ~p PUMPED OU Q ~ ~ ~ ~ ~ ~ ~ ~ ~
23 H 4 BACKFILL SH L BE SELECT \ AL qS $ 1 . p '7/ MATERIAL P CED IN 1 s~. ~ ~ \ ~ ~ FT ~ I ~
qS V LIFTS AND OMPACTED TO /Q R VALLEY GUTTE ~ ~ ~ ~ ( ~ ~ ~ :R ~ ~ ~ \ ~
x / 98X MINIM M. Fj SEE DETAIL / a 33 V \ \ \ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ a ~99 4 \ r^ \ / .a ~ 4 ~ ~ S ~ ~ ~ ~ ~ ~ ~ i\ ~
x ~ .a 3, ~ F ~ y _
~ "WATER ~ ~ ~ 6 " MAIN C \ 6 W,a \ ~ ~ ~ SILT FENCE(TYP. » ~ ~ ~ ~ ~ L 6 WATER ~ , ~ ~
/ /C \ MAIN MAIN ~ . , ~ i . , , ~ TEMPOR RY~DIM
\ V 6" PLUG (PHASE III) \ x ~ 7i ~ TRAP T 2
(A~ 4 43 50' R,O.W. 6 4" WATER \ ~ \ 3 ~ W=27.5 L=55'
MAIN \ ~ A \ \ ~ 2 D=2.5' 23 PAVEMENT F S INV.=168. 3 'DRAT AGE
" " I ~ \ 1-6 x6 TEE ~ E i SEMEN FES INV. 168.5
~ 1-FH ASSEMBLY / ~ NEW MH-5 N NOTE: N EXC V ION A
1-4 REDUCER R~ " 4~ 42 NEW MH-10 p ~ ~p ~ 6 WATER \ ORMED SCOUR HOLE I
MAIN \ \ ~ \ 33 \ » E INSTALLED ONCE ~(p. 1-6 x6 TEE MENT TRAP HAS BE 7 ~ ~
1-6"x6" CROSS ~ ~ ~ 3-6" GV W OX a 28 B TO 1-FH ASSEMBLY VED 0
' ~ \ DETAIL) ''f ~ ~
4B BC R=30'(TYP. \ 34 _ ~
~=a 4r ~ ~ 11 3/4 WATER SERVICE(TYP.) ~A / - \ 4 -
3/4" WATER SERVI TYP.) Y GUTTER (A \ \ s Ix » EW MH-8 ` ~ 8 SANITARY ~ ~
VALLE # \ S SEE DETAIL \ r ( 4 \ SEWER F
R 9 v F 5o R,o.w. FT Fr
/ F 4Q \ C'' 6 SCALE i"=50' C 3S
x a 4i a \ a~ \
" ~i/a \ 4 SEWER SERVICE( ~ ~ o,
\ ~ 8" SANITARY $ X ~
\ Q \ 6 SEWER ~9 ~ ~ \ ~9 o STRUCTURE &PIPE CHART
,5Z 0 23 PAVEMENT 4" SEWER SERVICE(TYP,} 15' U EASEMENT STRUCTURE STRUCTURE T/G STRUCTURE STRUCTURE INVERT INVERT PIPE PIPE++ PIPE
~ 28' B TO B NEW MH-12 \ .0£ No. TYPE ELEV. UP DOWN UP DOWN SIZE TYPE LENGTH SLOPE(%)
7 CATCH BASIN 171.75 7 FLARED END 168.75 168.50 2-18" RCP +26 L.F. 1.00 ~ _ ATCH BASIN 172.17 8 7 169.17 168.75 24" RCP 99 L.F. 0.42 ~ 1 6x6 TEE 8 C
\ c~ ~ \ p 66 \ y 38 ~ ~ 1-6" GV W/BOX 9 CATCH BASIN 172.75 9 8 169.75 169.17 24" RCP 115 L.F. 0.50 ti _ » »
s. \ A qS o ti F ~'qS R=35(TYP.) 1-6 PLUG t0 CATCH BASIN 173.21 10 9 170.10 169.75 24 RCP 88 L.F. 0.40
o qS V F 'Q ~ A IN 173.21 11 10 170.44 170.10 18" RCP 23 L.F. 1.48 S f'/ NEW MH-11 11 CATCH 8 S " F
\ 50 L.F. 8 S R 35 PVC SEWER STU OUT 6$ / 12 CATCH BASIN 172.91 12 11 170.66 170.44 15 RCP 44 L.F. 0.50 t'? 13 CATCH BASIN 172.75 13 9 170.50 169.75 15" RCP 23 L.F. 3.26
6" WATER \A \ ~j 6" WATERMAIN CENTERED 14 CATCH BASIN 171.75 14 7 169.25 168.75 15" RCP 23 L.F. 2.17
MAIN (p IN 15" UTILITY EASEMENT
S3 ~ \ S? ' 3 / 15 CATCH BASIN 172.29 15 FLARED END 169.43 168.50 18" RCP +94 L.F. 0.97 6 16 CATCH BASIN 173.07 16 15 170.71 169.68 15" RCP 121 L.F. 0.85
NEW MH-4 6e ~ >'t » 17 CATCH BASIN 172.29 17 16 169.79 169.68 15" RCP 23 L.F. 0•~
18 CATCH BASIN 173.07 18 15 170.82 170.71 15" RCP 23 L.F. 0•~
SCALE 1"=50'
+PIPE LENGTH INCLUDES FLARED ENO SECTION. ++PIPE LENGTHS ARE MEASURE FROM CENTER OF BASINS.
PVI STA = 1+50 LOW OINT ELEV = 1 2.05 9.0' 2.0'(MIN.)
PVI ELEV = 173.61 LOW DINT STA = 71,74 I
A.D. 0.82 VI STA = 4+7 K = 0.74 ~ P ELEV = 171. B
~ A,D. = 1.15 O 0 ~ ~ 1 4" T, 1 4" T.
I 50.0 ' VC ~ ~ - _ ~ ~ 3.0' 8" ABC
180 ~ _ ~ 0 0 o Q l WATER MAIN
°w n a 01 ~ ~ °1 a n 50.00 VC ~ o, ~ +I r N W~~ n 1 1 i~ w~ aai o~ EX. GRAD »
a. II ~ ± ~ + O N ii I a o ~ o ~~1 I ~ ~ 1 fi r. a I - - 1 1/2 I-2 OR S9.5A OF
~ d VI 41 N d .II ~ M N N ~ ~j ~c~oN ~ a o ~ ~ rri W a as oN + n ~ nl oN 1 ~ E 0.65% ~ SEWER MAIN a PROPOSED G ~ _ - -
PROPO m w> ~ o~ w w ~ o Q _ - TYPICAL UTILITY LOCATION ~ 3' COVER (MIN.)
EX GRA - - - oar. > ~ > - - INSIDE SUBDIVISION
fR6P@S GRADE =~5 EX. CR.40E~ - - ~ N ~
3' COVER (IN.) I 21 PVC WATER LINE g SDR
3 .00 L.F. B SD 35 PVC 0 0.4 % a 0
- - "RCP STORM D AIN 24" CP TORM DRA N 15
t7 .26 L.F. I PVC WATE 29 LINE " .29 .26 L.F. 8 SD 35 PVC cv n ~ it o~
4 L.F. 8 IP ® 1~ 1 1
0 E JOINT DIP SDR 35 PVC 0.40X 120.6 ~o 185.06 L.F, 8 ad o z
4 L.F. 6 SDR 35 PVC 0.40Y ~ ~ co 216.9 ~ ~ ~ z
NE JOINT DIP ~ ONE JOINT DIP ~ ONE DINT DIP >
II > Z > 2 _
II Z
NOTE: MAINTAIN 1 ' HORIZONT L SEPARATI N BETWEEN
WATE MAIN AND EWER MAIN.
DATUUaf ELEV 180.00
on ~N ~o hM ~n ~o bM ~o
n M ^n ~.m h~ h~ Nf0 qM h~ 0^ h~ ~n a`~ `+w• ~,cv ~,m ~M hM hcv ~N NN NN ~N r~N ~N ~M ^M
sr ~r ~r ~.r ~n er ~r sn sn .,r sP ~.r
8+00 9+00 t0+00 11+00 12+DO 13+00
1+00 2+00 3+00 4+00 5+00 6+00 7+00 0+00
» »
SCALE: HOR, t"=50~
VERT. 1 "=5'
`~,~tiduniii~~~~ SCALE SHEET N0.
~ C'~p ~r'~ DESGNED M JH ~p c5S s"~F~ DATE: APRIL 2003 HORIZONTAL:
0~4 ~ 11 !f
~ . f}- ~'~a lu c~a C (1 I I TI-I 1A
Q t~ g DRAM . v, I r r 1 1 v V / 1 1 V 1. / 1 1 v • . v • Jri rmuu. $ vG vvv i i - vv
2 2- AL or ~n y RLM CD
r ~V CHECKED SURVEYING AND 201 GLEN ROAD 3 REVISED PIPE SIZE ADDED P.F.S.H. AS-PER D.W.. 12/09/03 ti ~ r y" ENGINEERING, INC. GARNER, N.C. 27529 < SUBDIVISION PLAN & PROFILE DWG FILE # DESIGN.DWG VERTICAL: 1 =5
2 FILTER STRIP REVISIONS 09/24/03 F,,ILY,yny ~R-~ J~O 0 RLM 919-773_0183 OF: 6
1 WATERLINE AND STREET LIGHT REVS AS PER TOWN OF SELMA 07/28/03 Ifi DA PROJ. ENG 919 773 0148 (FAX) 4~, R, feiidc
REV.NO. DESCRIPTIONS DATE ry~nin~n~~'%\ REVISIONS S URVEYING /ENGINEERING ZLANQ DEVELOPMENT

JUTE OR EXCELSIOR OR EQUIVALENT, STAPLED IN PLACE
' FILTER
PERMANENT SOIL REINFORCEMENT GRAVEL & WIRE MESH DROP INLET SEDIMENT FILTER 1/2" OPENINGS SHALL BE
VARIABLE MIN. 7' MATTING (PSRM) A. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS ( ) ENDS A MIN, OF 1 FOOT TYPE ~~A,~
BURIED LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MIN. OF 6" MIN. BEYOND EACH SIDE OF THE INLET STRUCTURE. IF MORE THAN ONE ORE THAN ONE STRIP OF BASE OF TRAPEZOIDAL DITCH HEDULE FOR SEEDING SC
_ _ - - PIPE OR DITCH MESH IS NECESSARY, OVERLAP STRIPS 1 FOOT(MIN.). • BASE OF VEE DITCH STABILIZATION GRASS
=~~~=11 - - 6" MIN. OUTLET B. NCDOT #5 WASHED STONE SHALL BE PLACED OVER THE MESH TO A THE MESH TO A MINIMUM
=III=III=III=III= __=III=_= I=III=III 1 FOOT DEPTH AND EXTENDING BEYOND THE INLET OPENING BY 18" LEVEL LIP _I I I=1 I I-111=I ~ ~ ~=1 ~ 1=1 ~ I ~ ~ 1=) ~ ~ I I- 2:1 OR OPENING BY 18" (MIN.), TOP OF DITCH SLOPE
OF SPREADER ~ I=1 I 1=1 11=1 I 1=1 I I .I ~ ~=III=~ I ~ I-~ ~ FLATTER W , C. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CL STONE IF IT CLOGS DATE TYPE PLANTING RATE
BURIED ' 1=1I1=1 ~ ~-1 ~ 1=~ ~ ~ (4' MIN. TYP.) ~ WITH SEDIMENT. 'AVEL 12" MIN. DEPTH
6 MIN. 1 "MIN. GRAVEL 12" MIN. I 8 MAR, 15 -MAY 15 PERRENNIAL SEED MIX 10 LBS/ACRE I N.C. WILDLIFE RESOURCES
MIN, g' " INSTALL LEVEL AND FLUSH FLOW COMMISSION
WITH NATURAL GROUND PLAN VIEW MAR. 1 - JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE
SEDIMENT LADEN RUNOFF - (MAR. 1 -APR. 15) ADD TALL FESCUE 120 LBS/ACRE
~ c~~l SPREADER WITH VEGETATED LIP- CROSS-SECTION SQUARE PREFORMED SEED WITH NATIVE 1' MIN. MAR. 1 -JUN. 30 OR ADD WEEPING LOVEGRASS 10 LBS/ACRE T R MAR, 1 -JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
SCOUR HOLE PSH GRASSES ~AT~INSTALLATION i i ( ) y e" 120 LBS ACRE
~ ~ . ~ JUN. 1 -SEP 1 TALL FESCUE AND BROWNTOP MILLET 35 LBS/ACRE
B: 5 ILTERED WATER "~a OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
SEDIMENT WIF SECURE WIRE MESH TO TIMBER ' WIRE MESH CROSS SECTION SEP. 1 - MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE AND TALL FESCUE 120 LBS/ACRE
6x6 TREATED TIMBER PLAN VIEW Q" NOTE: APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT EXPECTED, Bur Nor VEE DITCH (NOV. 1 -MAR 1) AND ABRUZZI RYE 25 LBS/ACRE 4ENIENCE oR oA4AGE
R 57 D : 1 U WHERE PONaNC OF STORM WATER MIGHT CAUSE INCONVENIENCE aR DAMAc NCDOT ~3, #357, ~JS, #56 0 ~ COARSE AGGREGATE IN GALVANIZED ;y5 REBAR TO SECURE TIMBER TO NEARBY STRUCTURES, TRAFFIC MOVEMENT, UTIUiIES, WORKING AREAS. WORKING AREAS,
WIRE MESH BASKET OFFSITES PROPERnES, UNPROTECTED ALAS, ETC.. SEgMENT M - ~uENr uusr RE ae- 1' MIN. NATURAL GROUND WHERE OVER- TYPE "B.,
~ MQ~ REGULARLY, THIS TYPE OF DEVICE MUST j~@ BE USED WHERE OV VARIABLE (MIN. 7') W; 5 FLOW MAY ENDANGER AN EXPOSED FILL SLOPE.
FILTER CLOTH PIPE OR DITCH DEPARTMENT OF TRANSPORTATION DETAIL
ET INLET SEDIMENT FILTER DETAIL oun CROSS SECTION SEEDING SCHEDULE
LIRE WIRE TO GROUND ii\ F/ ~ NO SCALE WITH WIRE STAPLES - 6 MIN. \~\i\~ S( TRAPEZOIDAL DITCH
~i ~i i~\~~\i~\ i i~ \ ~ \ ~F PSRM 1' MIN. SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
~ i \\iAi1\i'\ iA\\i iA~A\\i ~A~ \\i iA \\%A~\\i A ~ \\i~\~AiA\\~ iA~ ~iA\~ 1\~ iA\i A~AiA\\~ \~A\\~ iA~~ 2:1 OR \i \\~~A\i iA\i A~AiA\~~\iAiA\\i iA\ iA~~~ d
FLATTER o MIN. NATURAL FLOW BASE OF DATE TYPE PLANTING RATE
7 MIN. GROUND 2•,
UNDISTURBED MIN. 6' "B" RIP RAP 1' TUCK I-4' - 6' TRAPEZOIDAL
SOIL LINER: CLASS 6 " " DITCH AUG. 15 - NOV, 1 TALL FESCUE 300 LBS/ACRE OPTIONAL TYPE B VAR. 1 - 2 NOV, 1 -MAR, 1 TALL FESCUE 300 LBS/ACRE
2' THICK W/FILTER FABRIC SILT BASIN do ABRUZZI RYE 25 LBS/ACRE
ELEVATION VIEW MAR. 1 -APR, 15 TALL FESCUE 300 LBS/ACRE iF9.5 A SUPER PAVE ASPHALT APR. 15 -JUN, 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
I t=~>~I SPREADER WITH RIGID LIP- CROSS-SECTION "A _ A" SECTION 2" I-2 OR SF9.5 A SUPER I JUL. 1 -AUG. 15 TALL FESCUE AND 120 LBS/ACRE
8" COMPACTED C.A.B.C. NOTE: BROWNTOP MILLET 35 LBS/ACRE ED C.A.B.C. STONE SHALL BE STONE FOR
OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE EROSION CONTROL (CLASS "B")
TAI I PREFORMED SCOUR HOLE DE L - IFVEL SPREADER_DETAL - - -
NOT TO SCALE NOT TO SCALE - - COMPACTED SUBGRADE III-III-III SUBGRADE SLOPES (3:1 TO 2:1)
PAVEMENT DETAIL R R I T - _ A CARIFIED 50 LBS/ACRE MAR, 1 JUN, 1 SERICEA LESPEDEZ (S )
28' B-B _ NO SCALE
MAR, 1 -APR. 15 ADD TALL FESCUE 120 LBS/ACRE MAR. 1 -JUN. 30 OR ADD WEEPING LOVERGRASS 10 LBS/ACRE
(MAR, 1 -JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
2.5' 11.5' JUN. 1 - SEP. 1 TALL FESCUE AND 120 LBS/ACRE BROWNTOP MILLET 35 LBS/ACRE
OR SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
2" I-2 OR SF9.5 A SUPER PAVE ASPHALT SEP. 1 - MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRE
AND TALL FESCUE 120 LBS/ACRE
1 /4"/FT. 1 /4"/FT, 30" L NOV. 1 -MAR, 1 ADD ABRUZZI RYE 25 LBS/ACRE
12" 18" - 18"
X57 WASHED STONE CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN- FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION ~ DENUDED AREAS. THE ABOVE
B" ABC 4" . VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING
a.•. " RATE COMBINATIONS ARE POSSIBLE. • ~ a• • ; • 10 anw SEDIMENT W 12 MIN. WEIR LENGTH
PAVEMENT SECnON • a ° :6.. PIT
J~Iral ROA SECTION SEE DETAIL • . ; ~ a , ~ ~ y ; a• • TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. y . ~ T OW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING,OTHERWISE
NO SCALE • RIP-RAP DO NO ALL FESCUE MAY BE SHADED OUT.
BERM
SEEDBED PREPARATION
X TAI K F CURB RATE AND HOOD VALLEY CURB & GUTTER DE BAC 0 STANDARD FRAME, G TAI
_ NCDOT STD. No.840.03 NO SCALE PLAN OF TEMPORARY SEDIMENT TRAP 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
.i 'a Q•. fV CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH, 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
3' 5 REASONABLY SMOOTH AND UNIFORM.
• 1 /2" EXPANSION Y t TOP WIDTH 4, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX
• . JOINT a.. a ' 10'-0.. WITH SOIL (SEE BELOW*).
: 6" T P F ERM 5. CONTINUE TILLAGE UNTIL AWELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED 0 0 B 0 0 ' FR OARD MIN. IS PREPARED 4 TO 6 INCHES DEEP. ING 0 0 0 0 1 EEB 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEED
• - 5. _ O.. TOP OF WEIR 2 5 0 EQUIPMENT OR CULTIPACK AFTER SEEDING.
I ' N 1/2" EXPANSION 0 0 0 0 0 00 2.5 7, MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 1 0 0 0 0 0 INGS WITHIN
10'-0° JOINT ~ . ~l 0 0 0 0 0 0 0 0 ~ 1 B.tNSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
D 0 0 0 00 0 0 0 0 00 RIP-RAP THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER 60X DAMAGED #57 STONE 0 0 00 0 0 0 0 00 0 0 0 REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES,
' ~ : VARIES • • • , . • ~ 4 . 0 0 00 0 0 00 0 0 0 0 00 0 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION 0 0 0
a '4 a AFTER PERMANENT COVER IS ESTABLISHED.
a, i • . ' FILTER FABRIC + APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS
' ' FACE OF C FERTILIZER - 1000 LBS/ACRE 10-10-10) 1' IR SUPERPHOSPHATE -500 LBS ACRE (20X)
X g A ° SECTION THRU WE MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
PAN t0 CC 7" 0" ANCHOR -ASPHALT EMULSION AT 450 GAL./ACRE
SECTION X-X CONCRETE CURB
& GUTTER ~
e 2'-6" 2'-6" 2'-6" 2'-6 CONSTRUCTION SEQUENCE TEMPORARY SEDIMENT TRAP DETAIL
a . 1. Obtain grading permit.
• , y: A B C NOT TO SCALE 2. Install grovel construction pad. 3. Begin clearing and grubbing. Maintain devices as needed.
.ti,• f 4. Install temporary sediment trap (TST) and diversion ditches to route
° co ~o flow to TST's immediately after on area is cleared.
_ _ BACK OF URB I . i _ . • r, O tV 5. Rough grade site. 6. Install sanatory sewer, water lines and storm sewer and protect inlets
• ~ 6" MIN. I 'v tV with silt fencing, sediment traps or other approved measures os shown
° LIP OF GU ER PROPERTY LINE on the plan. Begin construction. 6. Stabilize site as areas ore brought up to finish grade with
w ~ • ~ 3' z PUBLIC vegetation, paving, ditch linings, etc.
o < A ~ . PLAN VEIW R 7. When construction is complete and all areas ore stabilized ~ ~ completely, call far inspection by Environmental Inspector.
o , , w w MIN. ~ 8. If site is approved, remove temporary diversions, silt
rn ~ / fencings, sediment basins, etc., and seed out or pave any - resulting bore areas. All remaining permanent erosion
~ U Z ~ ~ , EXISTING CRUSHER RUN EXISTING control devices (such as velocity dissipaters) should be
=GROUND STONE 20' ROAD installed now. = 6" THICK BED 9, When vegetation has become established, call for final site
• . ° -III- inspectian by Environmental Inspector.
x c0
2'-6" 2'-6" 2'-6"
SECTION Y-Y
SEC110N A-A SECTION B-B SEC110N C-C r,FNFRAL NOTES: SHEET 2 OF 2
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS STABILIZED CONSTRUCTION ENTRANCE
12" ON CENTER. USE STEPS WHICH COMPLY W/NCDOT STANDARDS. NOT TO SCALE
CHAMFER ALL EXPOSED CORNERS 1". T A T A VALLEY CURB & GUTTER
A IN TA NO SCALE PR A T ON R CAT H NO SCALE
~~~ti '~~r ~~~~Y1Yrtx~~~~ ~q SCALE SHEET N0.
,U ,.y='-.G ~ ::y,':~;., DESIGNED MJH DATE: APRIL 2003 HORIZONTAL:
~
i : ` DRAwN MJH SW PROD. # 02-0861 NO SCAL
c v,.. - A- 2 J V V v ¦ ¦ E CHEMED RLM v
° SURVEYING AND 201 GLEN ROAD v FEE SUBDIVISION DWG FILE # DESIGN.DWG VERTICAL:
%~~~.Qd~.r~" ~I~'`~.'!'"' ~ ENGINEERING, 12 09 03 RLM NA 6 OF.
1 ADD PRE-FORMED SCOUR HOLE DETAIL AND LEVEL SPREADER INC. GARNER, N.C. 27529 3 3 rrrr~~i ~`~,•,REVISIONS S URVEYING
REV.NO.DETAIL AS-PER D.W.Q. 919-773-01883 DESCRIPTIONS DATE DATE '~r M ~Y~ PROD. ENC. 919-773-0148 (FAX)